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HomeMy WebLinkAboutApplication South Windsor Technologies C ZAP ,41ah LA R b� s F � sd ---- 4C - i CAAO jj --- --- - --------- 1----ram--� --�- -- -- --------- ------------------------------------ Jun 22 04 04: 57p Design Professionals 860-291 -8757 p. l DESIGN PROFESSIOTs A.LS, INC. civil engineers-planners-s1,r yors gis-gps-landscape architects FACSIMILE TRANSMITTAI. SIIEET TO., FROM: COMPAN : DATE: FAX NUMBER: TOTAL NO.Oh P/IGAS INCLUDING COVER — 8 D — 40 PHONE NUMBER: SENDER'S RE:1-'R1iNCE MBER: RE: YOUR REFEIU-.NC!3 NUMBER: <"�41) La2L�� & ❑ URGENT /XFOR REVIEW ❑1'LFASE COMMENT ❑:1LEASE REPLY ❑PLEASE RiiCYCLE NOTES/COMMENTS: p 165 SOUTH SATELLITE ROAD SOUTH WINDSOR, CT 06074 860 291-875S & FAX 860 291-8757 Jun 22 04 04: 57p Design Professionals OGO-291 -8757 p. 2 ti I-I v o z � z v �`` Quo MqT�° i„• \ o� I 2 Q 52123' ON. ,� 13�0 3g W� �R o i Z 2, 6„ v c j 'lip �T 17 .0 �568. .,.. 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OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS A to OULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SUF It..lON. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. THE FIELD TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS sh O RS THE N JRE N YOR, NO. DATE DE CRIPTION BY RICHARD P. MARTEL C � e ' I r a, ` I � a Q zzW SA � i d I OV% 50 O ry Li Q CL - RISER 50 2 RIS ,h __j I J I W aJ Q W � jp0�'';r � 3 � o w ►� I g — in Co PRK N 7 PP c 1 z W `f o 1 0 I � [ Q 4 � O a 3 6 CONC. HE WALjj pPR� ;!4.23 24.35 L DRAINA PERTY aX _ - - - - - - - - -MOVAL, GFi',4 X AND ALL. — �DE—SAC A�E 1 =1NY. 0 123.1 r 1 — P ; 5 n=64. 9 LOT U u..l 10 n 41*2 19° \ , \� R'a ` 32, A PROPE SURVEY/SUBDIVISION SHEET Souf;' ind Technologies Center6a suu Evan Avenue 90uth Win bor co=ectic 41 I.� »t 9 '01 LSLB- 162-098 sjeu0tssaJDJd u2isea d8S =i,.0 t0 ZZ unr DESIGN PROFESSIONALS, INC. civil engineers •planners•surveyors gis•gps•landscape architects LETTER OF TRANSMITTAL TO: Jeff Doolittle, Town Engineer DATE: June 18, 2004 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: South Windsor Technologies Center DPI PROJ. NO: 1253 South Windsor, Connecticut WE ARE SENDING YOU: ❑ for your use ❑ at your request ® for approval ❑ for your files ® for review and comment ❑ other THE FOLLOWING: Sidewalk plan for Patria Road and Schweir Road revised per your comments (Sheet 16a of 41). Please apprise us of any comments so that the final plans may be submitted. Thank you. DESIGN PROFESSIONALS, INC. By: J dy ch er ro' Engineer RECEIVED JUN 18 2004 SOUTH WINDSOR ENGINEERING DEPT. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 Email: dpicivil@aol.com CathyMollo Preconstruction meetm . SW Technologies ... Y- ...-. From: Marcia Banach To: Molloy, Cathy Date: 3/19/04 3:53PM Subject: Preconstruction meeting--SW Technologies Dave Caron is asking for a preconstruction meeting for South Windsor Technologies industrial subdivision. Can you set one up&let Dave know when it will be(573-1406)?Thanks. fir ^ P Let nA 3/ mov 6,6, Pf w t 4:-ckC c,-" �� �- Shrubs -�-�w-✓�� � ,,. �.L � r-=-/',y t` „f' �r�KG^�`} Dn � Si..1 -.(�� � C.`- �-h(r-C lu.. i�✓Lt.. "a�.J..� FAX COVER SHEET ENGINEERING DEPARTMENT "°WN se& TOWN OF SOUTH WINDSOR # F 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 m (860) 644-2511 FAX (860) 644-7280 �r`�°sOR:co�'`��G Date: February 9, 2004 TO: Galen Semprebon, Judy Schuler COMPANY: Design Professionals FAX NO.: 860-291-8757 FROM: Jeffrey Doolittle TITLE: Town Engineer x 245 MESSAGE: The following Comments regarding the Conditional Approval set of plans for South Windsor Technology Center need to be addressed in the final plans. 1. Correct notes 9 & 11 per approval conditions 14 & 15 respectively, on sheets 8, 9, 10, 11, 12, 13, 14, 15 and others as required. 2. Show the proposed sidewalk location, elevation and associated work on the west side of the existing portion of Patria and Schwire Roads from Sullivan Avenue to the new development per approval condition 18. 3. Show the location of the Cape Cod curbing on the plans. I believe this was to be on both sides of the new portion of Patria Road from the beginning to CB 26 and 27. 4. To satisfy condition 18 of the IWA/CC approval dated May 23, 2002, a plan showing a relocated outfall from detention basin 1 & 2 must be submitted for review and approval. 5. Provide a copy of the DEP and ACOE approval letters & approved permits. Please call me if you have any questions. If you did not receive all 1 pages (including the cover), or if you have any questions, please call 644-2511 as soon as possible. Jeff Doolittle-SW Tech Center Page 1 From: Tracy LaPiene To: Jeff Doolittle Date: 12/30/03 2:03PM Subject: SW Tech Center I received a voicemail from Galen Semprebon of DPI checking to see if we need any addt'l info for the SW Tech Center. We received a copy of the Sullivan Ave widening plan. The plans do not show the location of the Cape Cod style curbing. I do not know if you wish any additional info. Do you wish to have a plan for the proposed sidewalks on the existing roads showing location(which side?)and width and any necessary grading? Please let me know if wish any additional info from DPI and I will let Galen know. Also please let me know if you wish me to take a look at the plans, I only made a cursory view for estimating purposes. Thanks, Trace " ._ JT 24f Y �t�r1N Sf,t 'W V rA a G 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 9 AREA CODE 860 / 644-2511 '�'pSOR.Cpt> CERTIFIED MAIL July 25, 2002 Mr. David Caron South Windsor Technologies Center, LLC 312 Deming Street P.O. Box 1149 South Windsor, CT 06074 Re: Appl#02-18P, South Windsor Technologies Center, LLC Site Plan Dear Mr. Caron: We are pleased to advise you that the Planning &Zoning Commission voted on July 23, 2002, to approve with modifications application #02-18P, to create a 38 lot industrial subdivision on 80 acres to be known as South Windsor Technologies Center, LLC, on property located south of Patria Road and Schweir Road, east of Route 5, I zone as shown on plans prepared by Design Professionals, Inc., project #1253 dated April 11, 2002, as revised. This approval is subject to the following modifications: 1. This approval is for 38 lots, numbered 1-38. 2. Concrete sidewalks, built to Town specifications, shall be installed on one side of all new streets. 3. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water. 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police (copy enclosed). ote#9 on the plot plan must be modified to state: Roof runoff from individual sites must be t directed via overland flow to adjacent wetlands. 18.)Note#11 on the plot plan must be modified to state that intensively maintained turf grass will ,,°not be allowed in upland review areas. Transition areas of native herbaceous or shrub species must be planted between developed areas and native vegetation. 19. Road sub-base requires 12 inches of gravel. The pavement section will be 4 inches of bituminous concrete, 6 inches of processed aggregate base, and 12 inches of gravel sub-base. ,/f0. Include a note on the plans that each of the detention basins is sized for % or square feet of impervious coverage for the entire subdivision. This information will be used for future site analysis as lots are developed. 21..A concrete sidewalk, 4 feet wide, is required on the west side of the existing portions of ' Patna Road and Schweir Road, from Sullivan Avenue to the beginning of the proposed extensions of the roads. Both ends must terminate with a ramp from the sidewalk to the street. Black and white transparent mylars of Sheets #8-15 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by October 21, 2002. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, �f Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: nt' Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. MEMORANDUM To: Marcia Banach, Director of Planning Jeff Folger, Environmental Planner From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 7/18/02 RE: App 01-47P, South Windsor Technology Center. I have reviewed the revised plans (received 7/17/02) for the proposed development for the South Windsor Technology Center at the end of Patria Road, and have the following comments: Please call me (x 245) if you have any questions. 1. The sanitary sewer plan needs to be completed and sent to WPCA for their review and approval. A Facility Plan and Details need to be included for the proposed sanitary sewers and any proposed new or modified pump stations. This should include flows expected, pipe sizes, slopes, pump station details and other information needed to evaluate the sanitary sewers proposed on this site. Alternatives for the end location of the sanitary sewers need to be analyzed and evaluated. One is to run a gravity sewer line all the way to the existing Route 5 pump station and modify this pump station as necessary to handle the flows. The second is to construct a new pump station on this site with a force main to the existing sewer main in Sullivan Avenue. Both of these alternatives need to be analyzed based on their life cycle costs. This includes capital costs as well as the present worth of operational and maintenance costs over a 20 year period. 2. Change the road sub-base thickness to 12 inches of gravel. This is based on the pavement design and soil sample submitted. The pavement section will then be; 4 inches of bituminous concrete, 6 inches of processed aggregate base, and 12 inches of gravel sub-base. 3. Include a note on the plans that each of the detention basins are sized for % or f:2 of impervious coverage on this entire subdivision. This will be used for future site development in this subdivision. 4. We recommend that a 4 foot wide concrete sidewalk be included on the west side of the existing portions of Patria Road and Schwier Road from Sullivan Avenue to the beginning of the proposed extensions of these roads. Both ends terminate with a ramp from the sidewalk to the street. y 10 MEMORANDUM To: Marcia Banach, Director of Planning Jeff Folger, Environmental Planner From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 7/8/02 RE: App 01-47P South Windsor Technology Center. I have reviewed the revised plans (dated 4/11/02) for the proposed development for the South Windsor Technology Center at the end of Patria Road, and have the following comments: Please call me (x 245) if you have any questions. 1. A Facility Plan and Details need to be included for the proposed sanitary sewers and any proposed new or modified pump stations. This should include flows expected, pipe sizes, slopes, pump station details and other;-' nation needed to evaluate the sanitary sewers proposed on this site. 2. Alternatives for the er-' (IP sewers need to be analyzed and evaluated. Ono ' way to the existing Route 5 pump station ar, andle the flows. The second is to construct �� S 5'" lain to the existing sewer main in Sullivan Av, -- `�. 16 malyzed based on their life cycle costs. This ti ' - il$ sent worth of operational and maintenance 31' There are a fey ° e nay be into the road base or subbase. This , 5+0 and Sta. 10+50, and Schweir Rd bete o 11+50. Because of the shallow groundwz )ad base may have to be thicker. I think the _VV feet) to get the base and subbase out of the , ..,us and to reduce the amount of cut necessary for these , The test pit informatio, .,.Nears to show that the bottom of the proposed detention basins will be below the groundwater elevation. What special provisions or structures will be included in the detention basins to account for high groundwater levels? The storm drainage system needs to be revised to eliminate the need for all small strip drainage easements to the Town of South Windsor. These are shown between PCB 28&26, PCB 39&37, PCB 37&35, PCB 3504, PCB 34&43, PCB 19&20. All other �i easements that are required for sanitary sewers, utilities, or other uses must be shown on the plans. Why are there Conservation areas in Favor of the Town of South Windsor around Basin 1, Basin 2, and many other areas? Y D t/��' SP��• I The plans call for grassed drainage swales (east and west) to drain water which collects by the existing cul-de-sac ends of Patria Road and Schweir Road. These swales need to be more clearly shown on the plans with contours or spot grades and possibly a detail. Show the proposed location for Cape Cod Curb on the plans and a detail for this curb. Show a ramp from the sidewalk to the road where the proposed extension of Schweir Road begins. This should be included on the plot plans, the topographic plans and profile plans. The storm drain trench detail needs to be modified slightly so the installation requirements for plastic pipe are clear. I will call the Engineer about this. nclude a note to remove the existing pipe and end structures by Basin 1. 11. Include a note on the plans that each of the detention basins are sized for ft2 of impervious coverage on this site. 12. In accordance with the IWA/CC approval conditions and our previous concerns the following issues need to be addressed: The areas and method of stream bank protection along Bancroft Brook need to be shown (7). Plans to stabilize the eroded gully east of the proposed detention basin 2 also need to be shown (11). Provide notes that roof runoff is to be directed via overland flow to adjacent wetlands (12). Show the proposed relocated outfall from Basins 1 and 2. I still have some questions on the drainage report. I will call the Engineer about these. j `i y � SOW N Sf4 C� j � x F Tom olle s-0� � It 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSoR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 00 4% September 21, 2004 F��2coso pQ . Mr. David Caron O�A� South Windsor Technologies Center, LLC 312 Deming Street P.O. Box 1149 South Windsor, CT 06074 Re: Appl#04-55P, South Windsor Technologies Center, Final Subdivision Approval Dear Mr. Caron: We are pleased to advise you that the Planning&Zoning Commission voted on September 14, 2004, to approve the final subdivision approval to create a 37 lot industrial subdivision on 80 acres to be known as South Windsor Technologies Center, on property located south of Patria Road and Schweir Road, east of Route 5, I zone as shown on plans prepared by Design Professionals, Inc., project #1253 dated August 20, 2004, as revised. This approval is subject to the following modifications: 1. This approval is for 37 lots, numbered 1-37. 2. Concrete sidewalks,built to Town specifications, shall be installed on one side of all new streets. 3. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water. 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police(copy enclosed). 7. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 8. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of$1,000,000. 9. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including 3 bonds: $25,000 to ensure proper installation and maintenance of erosion controls, and stabilization of disturbed areas associated with the installation of the road and stormwater system; $50,000 to ensure the property installation and establishment of proposed created wetland areas for the purpose of mitigation of wetland disturbance; and$25,000 to ensure adequate and proper installation of stream stabilization materials. 10. Prior to commencement of any site work, a meeting must be held with Town Staff. 11. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 12. All easements for conservation purposes, drainage or utilities,that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space,public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 13. If, for any reason, finished grading and other individual lot site work is not completed,the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 14. Quantity estimates must be submitted to the Town Engineer(on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it is holding. 15. A drainage assessment fee in the amount of$1900 shall be submitted to this Commission. 16. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 17. Note#9 on the plot plan must be modified to state: Roof runoff from individual sites must be directed via overland flow to adjacent wetlands. 18. Note#11 on the plot plan must be modified state that intensively maintained turf grass will not be allowed in upland review areas. Transition areas of native herbaceous or shrub species must be planted between developed areas and native vegetation. 19. Road sub-base requires 12 inches of gravel. The pavement section will be 4 inches of bituminous concrete, 6 inches of processed aggregate base, and 12 inches of gravel sub-base. 20. Include a note on the plans that each of the detention basins is sized for %or square feet of impervious coverage for the entire subdivision. This information will be used for future site analysis as lots are developed. 21. A concrete sidewalk, 4 feet wide, is required on the one side of the existing portions of Patria Road and Schweir Road, from Sullivan Avenue to the beginning of the proposed extensions of the roads. Both ends must terminate with a ramp from the sidewalk to the street. Black and white transparent mylars of Sheets#8-15 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations)must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk by December 17, 2004. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/kak cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. 10VIN St 4 r �� 0 S_0� o J v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSOR•CO TELEPHONE (860) 644-2511 September 28, 2004 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: Appl 04-55P, South Windsor Technologies Center Dear Mr. DeMallie: Please be advised that the Planning&Zoning Commission voted on September 21,2004, to grant a first and second 90-day extension for filing of mylars for the above-referenced applicationsubdivision in the Town Clerk's office. The original filing deadline was December 17, 2004. The new filing deadline is June 25, 2005. These extensions are the final extensions permitted under Connecticut General § 8-25. Sincerely, Timothy H. Wentzell, Chairman Planning&Zoning Commission THW/kak cc: Town Engineer Chief Building Official RECEIVED OCT 0 4 2004 SOUTH WINDSOR ENGINE£Ib9G j)EpT. , OWN SF4 t y % F 70-uAn O-PSotdA � O J c v m � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�dsoR CO TELEPHONE (860) 644-2511 June 24, 2004 Mr. David Caron South Windsor Technologies Center, LLC 312 Deming Street P.O. Box 1149 South Windsor, CT 06074 Re:Preconstruction Meeting—Appl 02-18P, South Windsor Technologies Center Dear Mr. Caron: IN ATTENDANCE Jeff Doolittle TOSW 1540 Sullivan Avenue 860 644-2511 x245 Bernie Drabek TOSW 1540 Sullivan Avenue 860 644-2511 x241 Jeff Folger TOSW 1540 Sullivan Avenue 860 644-2511 x229 Michele Lipe TOSW 1540 Sullivan Avenue 860 644-2511 x252 Christopher Dougan TOSW 1540 Sullivan Avenue 860 644-2511 x232 Mel Stead TOSW 157 Burgess Road 860 648-6366 Galen Semprebon DPI 165 South Satellite Road 860 291-8755 Peter DeMallie DPI 165 South Satellite Road 860 291-8755 David Caron Caron Const. P. O. Box 1149 860 573-1406 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Schweir & Patria Roads. Calcium chloride or water is to be used for dust control as required. 12. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 13. Any problems and/or questions regarding construction of this project will be directed to Dave Caron in the field at cell phone number 573-1406. 14. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 15. Job meetings will be held as needed, and can be called by the developer or Town. 16. Seventy-two (72)hours' notice needed for certificate of occupancy inspection. 17. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 18. Normal hours of operation 7:00 a.m.—5:00 p.m., no work on Sunday. 19. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 20. No paving after October 15 or before April 15 without written approval from Director of Public Works. 21. Maintain flow through existing tile drains where possible. 22. A street cut permit is required for the extension of both Schweir and Patria Roads. 23. A drain layers permit must be taken out by a licensed drain layer for the construction of the sanitary sewers. 24. Town requirements for testing of road construction and sewer construction must be followed. 25. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 26. Inspection of gravel access roads required prior to placement of topsoil. 27. Sanitary lateral locations should be tied down to existing structures and shown on the progress as-builts. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, Michele R. Lipe, AICP Assistant Director of Planning MRL/kak cc: Jeff Doolittle, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P SNET RECEIVED TOWN OF SOUTH WINDSOR MAY O 4 2004 STAFF SITE CHANGE FOR SITE & SUBDIVISION SOUTH ININDSORPLANNNGDEPT, GENERAL: CHANGE ORDER CONTACT PERSM11A DY S CH ICI L Ek Phone No.5(o®-291- 9755 Address I(o57 &j)Lt:# SArE LLI'rE RDAn , L561-1 1 W Id D50P ir'T Q&n74 Site NameSOUT14 IAIDSDIL T't✓ct�AInLOF�JES I:EiJ EQl A& No. 02.- IR'P Owner II Phone No.B'60-(,44-21j7 Contractor DAVID Signature of Owner. d Date: 5 ® - 04- Signature of Design Engr. C Dater L4 CHANGE: (Describe location and nature ol change. Include Four (4 ) copies of plan/profile of Change. ) ReMOV ; L-01- 32> FPCO 'I RVIVIS10M AND I IPRFAcX SIZE, OF LOT .:;7. TOTAL INDusT-RIAL PAKK IS Nt2u) 2.7 L.bTS FARL L A TO BE G01-IBIM62 wlTH_ ►CIF VALLEY HQLDW4S LLG j AND PARCEl 19 To be CDMAI_KIED WITH k)Zr DYWAEJIC, FBIATERIAL-s 1-'DRP TOTAL_ I DUSTRIA L_ PAg I� AC PEA(;? KE U o.Z Q FP O r1 9n.13 ACRES T® 76. Z7 Adzes (NE-r REDLa6,11nu QF 165 5-37 ± ,5n.rr. oR 3,ste± AcxEs). Reason for Change: (Why is change required) To ►QEMOVe ACP FA(jF f=FoLj -c tjg pI Vlswio REFLeClhI LAID ® KE- LEyi%-Y GONIIEY D -1'0 DYNAHI[� MA7EKIAL,S 609-P. AOD TD VALLEr H0b1)1N ace L.L,G 6®AVID fZ EUPUJr 711 VM2) LoT -97 15 FW1-AU+FD ADD I-S TI41,1S A 6FTR L-oT FIIJ VISInN NIYLARS 5 T® APPROVALS: (As Required) nK GT 5 A H E- 1 S"7 Dir. Of Planning �� Date: ` 12-)O Town Engineer /--1 Date: 1/3lbti Dir. of Public Wor s Date: Other: Date: STAFF COMMENTS: c v p -tbu 2004 NGINEERING OEPT. White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey Doolittle, P.E., Town Engineer Date: 4/13/04 RE: South Windsor Technologies Center(02-18P) Phase 1 Bond The Engineering Division has reviewed the bond request for Phase 1 of the South Windsor Technologies Center siteplan and recommends the initial bond amount be set at$1,461,717 for this project. Please call me if you have any questions. MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey Doolittle, P.E., Town Engineer Date: 4/13/04 RE: South Windsor Technologies Center(02-18P) Phase 2 Bond The Engineering Division has reviewed the bond request for Phase 2 of the South Windsor Technologies Center siteplan and recommends the initial bond amount be set at$833,780 for this project. Please call me if you have any questions. . Mar 22 Design Professionals 860-291 -8757 p .. DESIGN PROFESSIONALS , INC . CIVIL ENGINEERS LAND PLANNERS SURVEYORS GIS GPS LANDSCAPE ARCHITECTS FACSIMILE TRANSMITTAL SHEET •ro: _ Z-t 3 J F Y FROM: C%IPANY Dn r>r: r FAX NUMBF,R. ['OTAL NO.dF PAG- INrZuDING COVER: u -?a s� 13 PHONE NUmBbt: SENDERS TELEPHONE NUMBER: 860 291-8755 ( SENDER'S PAX NUMBER: -T-PrG IN G 860291-8757 ❑URCrf 1aT ❑FOK REVIEW ❑PLEASL:COMMENT ❑PLEASE REPLY ❑PLEASE RECYCLE NOTES/COMMEN I'S: c � Li f , ,F t 165 SOUTH SATELLITE ROAD SOUTH WINDSOR, CT 06074 EMAIL: Mar 22 04 `01 : 57p Design Professionals 8G0-291 -8757 P• 2 _ ' VJ/LL�LVVY AV1 11.tV a'tlA VVV v•i'a .rvv vvw..ee ..aaew..ve ay..ee aev.a . �+ - -• PROJECT:5.w. Yr�_lr(� , TOWN OF SOUTH WINDSOR STREET: BOND ESTIMATE FORM P&Z 1_D.: 2002 CALENDAR YEAR - ENGINEER: P . DATE Bond Bond Reduction Reduction -Item Description Unit Ouan' Unit Price- Cost No.1 No.2 1. Clearing&Grubbing LS - �,�, 0 0 2. Strip&Stockpile Topsoil CY 6,000 2.00 ! oc D Earth Excavation • (Excluding Roadway& 3. Trench) CY 13.40 0 10.00 135. o c p t Roadway Excavation CY v. 12.00 5. Earth Trench Exc.0-4 CY o 10.00 0 0 0. Earth Trench Exc,0-10 CY o 12.00 7. Earth Trench Exc.0-15 CY 31010 15.00 t{ $o a 8. Earth Trench Exc.0-20 CY. 18.00 9. Roadway Exc.(Rock) CY 50.00 10. Rock Trench Exc.0-4 CY 50.00 11. . Rock Trench Exc.0-10. . CY._. . 75.00. -.. :......... ...-. . :..... . 12. Rock Trench Exc.0-15 CY 100.00 13. Rock Trench Exc.0-20 CY - 150.00 Formation of Subgrade SY j o o 1.50 0- Subbase Gravel CY 00 20.00 0 0 Processed Aggregate TONS. u o 0 18.00- 361.d o 0 17. Cpmmon Borrow CY - I10.00 18. Gravel Borrow CY p 15.00 Bit.Concrete 19. (Class 1) TONS -?-a 50.00 Bit.Concrete 20. (Class 11) TONS 55.00 varies Sub-Total i •.i �. a , Page 1 of 6 Mar 22 04 01 : 57p Design Professionals 8130-291 -8757 p. 3 VJl LLl LVVY aaV:• 1�.Yv l'11A vVV VZR .b..v vvV..ta •r asavvva �r••.� a•»A� " - - Bond Bond Reduction Reduction Ham Description Unit Quantity Unit Price Cost No-1 a_2 1. 6'Asphalt Lip Curbing LF p 3.00 jj fvo 'l 2Z Road Widening Complete SY 0 D 50.00 moo 23. Conc Sidewalk 4'Wide ILF 6 0D 1 3000 1 $ v o o Gowc,S�il[w.146'widt LF U-00_ 09 7. STORM DRAINAGE SYSTEM COMPONENTS Y, 3 24. 60"RCP Class IN In Place LF O 130.00 25. 54"RCP Class IV In Place LF 100.00 26. 48"RCP Class N In Place LF A 14 75.0011 17, 3 e o 42"RCP-Class IV In Place LF loo 65.00 o o 28. 36"RCP Class N In Place LF 5,30 60.00 -3( `d a o 30"RCP Class N In Place LF If ao 50.00 ?i 0 o a 24"RCP Class N In Place LF z, 42.00 -2,D 6 6 1. 18"RCP Class N In Place LF 6 35.00 43 Y-5 32. 15"RCP Class N In Place 3 fl$ G• 30.00 9 .y 33. POLYETHYLENE PIPE 34. 8"ADS-N-12 or Equal 21.00 35. 10"ADS-N-12 or Equal 22.50 36. IT ADS-N-12 or Equal - 24.00 37. 15"ADS-N42 or ggMal 25.50 38. 18"ADS-N-l2 or Squat 28.40 Sub-Total S Page 2 of 6 Mar 22 04 01 : 57p Design Professionals 860-291 -8757 p. 4 VJ/LC/LVV'f :"VIN 1J.'I1 Pt1A OUV VY'1 rLOv .wu wa na.usa:a va -1- A-a Bond Bond Reduction Reduction Item Description Unit Quanti Unit Price Cost No.1 No.2 UNDERDRAINS • 39. 6"PVC SDR 35 In Place LF tl Da 15.0o 6 3 o o o 40. 8"PVC SDR 351n Place ILF 20.00 ` RIPRAP 41. Modified RipW CY 2,S 45.00 l ZS 42. intermediate Ripra CY 45.00 ` 43; Standard Riprap ICY 1 45.00 DRAINAGE STRUCTURES r 44. Type"C"Catch Basin EA 3 0 1500.00 45. 000 45. T "C"Double Grate EA - 2000.00 46. Type'C-!_`Catch Basin EA 1500.00 •47. Manhole EA 1500.00 - y 48. Liantide w/Drop Inlet EA 2500.06 49. Manhole Over Ten Feet EA 2000.00 50. Headwall EA. f 51. Endwall EA 52.' Box Culvert LF • 53. 15"Flared End EA 450.00 54. 18"Flared End EA 500.00 .5 00 55. 24"Flared End • EA 550.00;Wr M yB" P-loo,u • Flared End EA• 96 m- I I o Sub Total$ ! I o.. 1 Z.jr / Page 3 of 6 Mar 22 04 01 : 57p Design Professionals 860-291 -8757 p. 5 • VJ/GL/LV V'a mV: 11•'a a a'n1a vvv V't'a ...vv vvu�., •ia.�.aova avu ..a.iA �, _ . ..— �-S C Bond Bond Reduction Reduction Item Descri Uon Unit Quantitv Unh Price • Cost No.1 No,.2 Detention Outlet Stricture E4 2500.00 50 o 10'Wide Gravel Access If,� 10; 7 5 58. Road LF 15.00 59. Reset M.H.or C.B. EA 650.00 60. SANITARY SEWER COMPONENTS 12"PVC In Place SDR 35 LF 9 9 40•00 1 9 O r62. IT PVC In Place SDR 35 LF "' 37.00 -" 63. 8"PVC In Place SDR 35 ILF — 35.00 f-J' 6"PVC In Place SDR 35 LF ( d 93 30.00 .3 p SANITARY SEWER STRUCTURES 65. Sanitary Manhole' EA 1,500-00 Sanitary Manhole w_/Drop 66. Inlet EA 2,500.00 Sanitary Manhole over 10 T'.. FT 1 2,000.00 3 y ©o 0 68. STRUCTURES&MISC.ITEMS 70. Retaining Wall LF 71. Fence(Type: ) LF 1 " Guide Rail 72. (Type: ILF I ' Sub Totai c t 4 --!!�!ft Page 4 of 6 -- Mar 22 04 01 : 58p Design Professionals 860-291 -8757 p. 6 ti s C Bond Bond Reduction Reduction Item Descrlotion Unit ftnti Unit Price Cost No.1 No.2 End Anchorage 73. (Type; EA 74. Guide Post EA• - 100.00 '- 75. Pavement Marking LF 6 O 1.50 0 76.'- " Street Signs EA 100.00' 77. Traffic Signs. EA 100.00 1 00 i 78. Street Lights EA 1,000.00 S"0 o v FurnishhgfPtachgTopsoil SY 1 500 150 0 Fertilizing,Seeding and 80. Mulching Sy_ 17 LTDo 2.50 S'0 1 " Trees EA6 0 200.00 ? n o v MaintenanceJProtection of 82. Traffic LS 83. Consbtwfion Staking LS "o o S'1)o 0 .84_ As-Builts LS o o o Z 10 o 0 85. Iron Pins EA 6V 150.00 1 G o 0 86, Concrete Monuments EA 300.00 Do 87. Dnvew -Bit Conc. 25.00 88. 89. 90. *varies i Sub-Total-$ 13 I . 4 g D Page 5 of 6 Mor 22 04 01 : 58p Design Professionals 860-291-8757 p. 7 ` .. - � , va�c�i cv./Y rtvly a.i.'lL a•isrs vvv u4Y avv VVY4lf nzll..anv. xv..0 lauli Od final F-,stimate Bond Reduction#9 Bond Reduction#2 Sub-Total Page 3 o $ $ Sub-Total Page 2 $ $ $ Sub-Total Page 3 Sub-Total Page 4 $ 0 $ $ Sub-Total Page 5 $ 1314 2 D -Sub-Total [ µ$ $ 25%Contingencies x Sub-Total: �1r7ffO $ TOTAL standard forms/bonds/bond estimate form. Page 6 of 6 Mat- 22 04 01 : 58p Design Professionals 860-291 -8757- p, 8 uJ/4L1 tuu, mull ...TV l'!tA VVv v`eY ,rvv VVuvs ••=+u•.`.• •`••••^ �•`^__ " _ _ PROJECT:4,w.-r j, I3A it TOWN OF SOUTH WINDSOR STREET: BOND ESTIMATE FORM F&Z I.D.: 2002 CALENDAR YEAR = ENGINEER (J Bond Bond Reduction . Reduction Item• Descriation Unit Otiantitv Unit Price Cost No.1 No.2 Clearing&Grubbing LS Strip&Stockpile Topsoil CY 3 o o 2.00 , Zoo Earth Excavation • (Excluding Roadway& 3. Trench) CY poo 10.00 4. Roadway Excavation CY o- 12.00 5. Earth Trench Exc.0-4 CY 6 10.00 6 'E o 6. Earth Trench Exc.0-10 CY 51 S 12.00 3 0 ia ID _ 7. Earth Trench Exc.0-15 CY 15.00 8. Earth Trench Exc.0-20 CY. -" 18.00 9. Roadway Exc.(Rock) CY -" 50.00 10. Rock Trench Exc.0-4 CY 50.00 11. . Rock Trench Exc.0-10. . .CY._ . . `.. . _75.00. -- :.... . _....:. 12. Rock Trench Exc.0-15 CY '- 100.00 13. Rock Trench Exc.0-20 CY _ 150.00 r 4-. Formation of Subgrade SY 114 33 p 1.50 Subbase Gravel CY I 0 20.00 3_5 b o d ' Processed negate TONS. o 18.00. p 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 Bit.Concrete 9. (Class 1) TONS 50.001"'��'i'T. Bit.Concrete I_' � io. (Crass It) TONS 55.00 10-7M varies Sub-Total Page 1 of 6 Mar 22 04 01 : 58p DesiCn Professionals 060-291-8757 p, 9 VJ/GLI GV VY Awl, VVV v-« .,...v woos. .,..a+...•v. �...... _.v.-� u- - P Bond Bond -Reduction Reduction Item Descrlatiors l!nI gontity Unit Pricy Cos# No. 1 No.2 Y 6"Asphalt Lip Curbing LF o p o 3.00 9 O v O 22. Road Widening Complete SY 50.00 23. Conc Sidewalk 4'Wide LF 6 O o 0 g 0 a r1-too . STORM DRAINAGE SYSTEM`COMPONENTS I�0 0A 24. 60"RCP Class N In Place LF — 130.00 25. 54"RCP Class IV In Place LF — 100.00 26. 48"RCP Class IV In Place LF ^ 75.00. 27. 42"RCP Class IV in Place LF J 65.00 28. 36"RCP Class 1V In Place LF 60.00 • _ 29. 30"RCP Class IV In Place LF : 50.00 -- 30. 24"RCA Class IV In Place LF O 42.00 1 o$ i 18"RCP Class IV In Place LF 35.00 15-RCP Class IV in Place I.lb-4 930.00 31 Y.7 0 33. POLYETHYLENE PIPE 34. 8"ADS-N-12 or Equal 21.00 35. 10"ADS-N-12 or Equal 22,50 36. 12'ADS-N-12 or Equal 24.00 37. 1b"ADS-N-12 or Equal -' 25.50 ^ 38. 18"ADS-N-12 or Equal 28_00 — Sub-Total Page 2 of 6 Mar- 22 04 01 : 58p Design Professionals 860-291 -8757 p. 10 UJ/GL/GVV9 MVIX .L1.41 1•11A OUv 04-1 16vv ovUw. nxuuwy Bond Bond Reduction Reduction item Descn�tion Unit Quan' Unit Price Cost No.1 No.2 UNDERDRAINS 6"PVC SDR 35 In Place LF 15.00 45,000 40. 8"PVC SDR 35 in Place ILF I RIPRAP 4 , Modified Riprap CY SJr 45.00 42. Intermediate Riprap CY 45.00 43; Standard Riprap CY 45.00 -' DRAINAGE STRUCTURES 4. T Type"C"Catch Basin EA `j 1500.00 $ 50 0 45. T "C"Double Grate EA — 2000.b0 -' 46_ Type"C-L`Catch Basin EA 1600.00 _ •47. - Manhole EA 1560.00 48. Manhole wl Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50. Headwall -Tw i J 1,5 r EA. [ o vo v o a 51. Endwall EA — • 52. Box Culvert LF t 15"Flared End EA 450.00 0 54. 180 Flared End EA 600.00 " 24"Flared End EA 550.00 S,5'D 56. 36"Flared End 1EA 850.00 r _ Sub-Total Page 3 of 6 , Mar 22 04 01 : 59p Design Professionals 860-291 -8757 p. il vafccicvuY mviN xi..31 a•nn vvv vY•a ....... ..vy..•. ........,... avnu ....�.. Bond Bond Item Descriotion Reduction Reduction Unit Quantit Unit Price . Cost No.1 No 2 Detention Outlet Structure EA ( 2500.00 0 0 10'Wide Gravet Access S. Road LF 15.00 4 t4 59. Reset M.H.or " B: EA — 550.00 .60. SANITARY SEWER COMPONENTS 1- 12"PVC In Piave SDR 35 LF , '0 40.00 vv 62. 10"PVC In Place SDR 35 LF — 37.00 — 63. 8"PVC In Place SOR 35 LF 38 00 = 6"PVC In Place SDR'35 LF 3)$ 30.00 p SANITARYSEWEi2 STRUCTURES ✓ Sanit .7— W Manhole EA $ 1500.Q0 Sanitar y Manhole w_/Drop 66- Inlet EA 2.500.00 Sanitary Manhole over 10 67. IFT. — 2.000.00 68. 69- STRUCTURES&MISC.ITEMS 70. Retainin Wail LF — 71- Fence LF -- Guide Rail 72. LF Sub-Totala'�t"U Page 4 of 6 . Mat- 22 04 01 : 59p Design Professionals 060-291 -8757 p. 12 VJ/L4/LV VZ IIV1. l,l•'.A [I1A VVv vi-s ..t/� •svwuu iaa........ ....... ...�« Bond Bond Reduction Reduction Item Descri Non Unit QuaMi Unit Price Cost No. 1 No.2 End Anchorage 73. (T EA 74. Guide Post . EA- - 100.00 75. Pavement Marking LF bo 1.1501 9 O 76.' Street Si ns EA 100.00 o o.o 0 77. . Traffic Signs. EA 100.00 l o 0 �. Street lights EA 3 1,000.00 3 0 0 0 Fumishhg/Placing Topsoil Sy 2.50 y 9 7;,5 Fertilizing,Seeding and 0 Mulching Sy ? 2.50 1` Trees EA ( 200.00 $ 7;1 o O MaintenanceJProtection of 82. Traffic LS = 83. Construction Staking LS 64. As-Bunts LS Uo '0 O 85. Iron Pins EA i!b 150.00 3 y O O 86. Concrete Monuments EA 800,00 3 6VO 87.1$9.87. Drroew -Bit:Conc. ISY -- 25.00 88. 90. 'varies Sub-Total$ Page 5 of 6 Mar 22 04 01 : 59p Design Professionals 860-291-8757 p. 13 M VJ/LG1 LVV't mVlt Si •tz. 1'11% oVV VY•t 1LVV VVV V11 t/t1tVJVt tVtt11 aa411 •Q vv v. -—- Original Estimat. Bond Reduction##1 Bond Reduction 92 Sub-Total Page 1 $ $ Sub-Total Page 2 • Sub-Total Page 3 _$ • $ Sub-Total Page 4 $ . 'fir _$ $ Sub-Total Page 5 $ 3, -Sub-Total $ $ $ 25°/0 Contingencies x Sub-Total: TOTAL standard forms/bonds/bond estimate form Page 6 of 6 Mar 22 04 01 :57p Design Professionals 860-291 -8757 p. l j DESIGN PROFESSIONALS , INC _ CIVIL ENGINEERS LAND PLANNERS SURVEYORS GIS GPS LANDSCAPE ARCHITECTS FACSIMILE TRANSMITTAL SHEET •I'O- FROM: c*IPANY: DATE: FAX NUMBER- TOTALNO, f+PAGE_ IN3 C UDINGC_OVER: y —7?,tsU 13 P410NU NUMBER: _ SIiNDEWS TELEPHONE NUMBER: 860 291-8755 RE S1 NDER'S rAX NUMBER. ��, L�rK `T,Q�G 1�1✓ 860 291-8757 ❑URGENT ❑FOIt ILEVIEW ©PLLASL COMMENT ❑PLEASE REPLY ❑PLEASE RECYCLL No'1 s/CommGN'1'S: 165 SOUTH SATELLITE ROAD SOUTH WINDSOR, CT 06074 EMAIL. DPI(:i\`fL c 1OL ('0),f Mar 22 04 01 : 57p Design Professionals 860-291 -8757 p. 2 VJ/LG/GVVY AVt 11.tV l'II.A VVV ViY .�Vv vVu� a .r caay..va ay..� av+ • " -- - F l�l A.5�= PROJECT:5.w. Yr�_L .>�d(� , TOWN OF SOUTH WINDSOR STREET: BOND ESTIMATE FORM P8Z I.D.: 2002 CALENDAR YEAR . ENGINEER: D DATE: 3-T�o; Bond Bond Reduction Reduction Item Des;6ption Unit Ouan' Unit rice Cost No.1 No.2 1. Clearing&Grubbing LS _ �Z, ,<o 0 2_ Strip&Stockpile Topsoil CY 6,000 2.00 {2, 00 0 Earth Excavation • (Excluding Roadway& 3. Trench) CY 1. o0 10.00 135, 00p 4. Roadway Excavation CY 31. c)0 12.00 3 1 6 0 0 5. Earth Trench Exc.0-4 CY o 10.00 1. 0 0 6. Earth Trench Exc.0-10 CY o 12.00 D 6 7_ Earth Trench Exc.0-15 CY 3tv 15.00 $o a 8. Earth Trench Exc.0-20 CY. - 18.00 9. Roadway Exc.(Rock) CY 50.00 10. Rock Trench Exc.0-4 CY _ 50.00 .. _.._ . . 11. . Rock Trench Exc.0-10. . CY._. . 75.00. - 12. Rock Trench Exc.0-15 CY 100.00 13_ Rock Trench Exc.0-20 CY - 150.00 - 14. Formation of Subgrade Sy I 7 00 1.50 I 0 15. Subbase Gravel CY Suv 20.00 0 0 16. Processed AgQregate, TONS. o o o 18.00. 36, 00.0 17. Common Borrow CY 10.00 "- 18. Gravel Borrow CY 15.00 ` 84.Concrete 19. (Class I) TONS $1 0 50.00 'i 01,5 00 . Bit.Concrete 20. (Class 11) TO b tl 1 55.00 o a varies Sub-Total 1> 0 Page 1 of 6 Mar 22 04 01 : 57p Design Professionals 8.60-291 -8757 p. 3 VJ/LL/LVV'f IDV:• 11.Yv a i1� vV V V9'[ •s_vv vvv..0 .r a.s•vv v. a...... .-.++.� "' -- - Bond Bond Reduction Reduction Item Descriation Unit Quantity Unit Price St No. 1 _2 21. 6"Asphalt Lip Curbing LF 00 3.00 0 22. Road Widening Complete SY 0 D 50.00 0 o a 0 23. Conc Sidewalk 4'Wide LF 6 OD 30.001 v 00 Gnwc,s�drw.i4 6'wiar LF 00 33,09 7 Z, 60v STORM DRAINAGE SYSTEM COMPONENTS 24. 60"RCP Class IV In Place LF O 130.00 25. 54"RCP Class IV In Place LF 100,00 26. 48"RCP Class IV In Place LF 75.00 ° 12, 3 e o 27. 42"RCP-Class IV in Place LF 0 0 65.00 0 0 28, 36"RCP Class IV In Place LF 5,30 60.00 l a 0 29. 30"RCP Class IV In Place LF Lfp 50.00 ?i 6 o a 30. 24"RCP Class N In Place LF Z, 42.00 Z 0 6 6 31. 18"RCP Class IV In Place LF 6 35.00 ?,3 SS.5 32. - 15"RCP Class IV In Place L 3 v 8 30.00 9 �•y o _- 33. POLYE rHYLENE PIPE 34. 8"ADS-N-12 or Equal 21.00 35. 10"ADS-N-12 or Equal - 22.50 36. 12"ADS-N-12 or Equal 24.00 37. 15"ADS-N-12 or Equal 25.50 38. 18"ADS-N-12 or Equal 28.00 Sub-Total$ Page 2 of 6 Mar 22 04 01 : 57p Design Professionals 860-291 -8757 p. 4 V.)/LL/LVVY fiV!Y 1J.Y1 r!)A OVV V 1 Lla ,1lalatJva tv„at hull 9 uuv. uu Bond Bond Reduction Reduction Item Description Unit Qum& Unit Price Cost No.1 No.2 UNDERDRAINS - 39. 6"PVC SDR 35 In Place LF Ov 15.00 6 3 o o v 40. 8"PVC SDR 35 in Place LF 2Q-00 RIPRAP 41. Modified Riprap CY 2,S 45 00 125 42. Intermediate Riprap by 45.00 43; Standard Riprap icy 45.06 v DRAINAGE STRUCTURES 44. Type"C"Catch Basin EA 3 p 15fl0.00 yS' 0 D o 45. T e"C"Double Grate EA 2000.00 46. Type'C-L`Catch Basin EA 1500.00 ^ .47. Manhole EA 1500.00 48. Manhole w!Dmp Inlet EA 2500.00 49. Manhole Over Ten Feet E.A L 2000A0 50. Headwall EA. 1 51. Endwall EA 52. Box Culvert LF 53. 15"Flared End EA 450.00 54. 1 a"Flared End EA l 500.00 ,5 00 55. 24"Flared End EA 550.00 yaaa , -,po,v 56. JfrFlared End EA' 1 00 Sub-Total S 1 1 0., 7 Z,.S Page 3 of 6 Mar 22 04 01 : 57p Design Professionals 860-291 -8757 p. 5 VJ/LL/LVV`f ➢tV:\ 11.'Ix ■.— VVV VYY ta.Vv yvu.0 r.iuuova av a aa.aiF v -t 5 C f Bond Bond Reduction Reduction Item Description Unit Quantity Unit Price . Cost No. 1 No.2 57. Detention Outlet Structure EA 2500.00 'R 50 0 10'Wide Gravel Access 58. Road LF I O 0 15.00 1,5,00 59. Reset M.H.or C.B. EA 550.00 60. SANITARY SEWER COMPONENTS 61, 12"PVC In Place SDR 35 LF y 9 40.00 it 9 0 62. 10"PVC In Place SDR 35 LF "- 37.00 63. 8"PVC In Place SDR 35 ILF 1 _ 35.00 64. 6"PVC In Place SDR 35 LF [ Q 93 30.00 3 O SANITARY SEWER STRUCTURES 65. Sanitaq Manhole EA 1,500.00 Sanitary Manhole w_/Drop .66. Inlet EA 2,500.00 Sanitary Manhole over 10 67. FT. 117 2,000.00 3 y o 0 0 68. 69. STRUCTURES&MISC.ITEMS 70. Retaining Wail LF 71. Fence(Type._) LF Guide Rail 72. Type: LF I I —' Sub-Total !15 0 Page 4 of 6 Mar 22 04 01 : 58p Design Professionals 860-291 -8757 p. 6 VJ/LL/LVVY lrlVl♦ 11•Y1 1 aA Vvv V•x-a .e.�v ✓.+uv • +ee. •v. •�•••� ••��� Bond Bond Reduction Reduction Item Description Unit Quanii Unit Price Cost No.1 No.2 End Anchorage 73. lT e: EA 74. Guide Post EA- 100.00 75. Pavement Marking LF 60 1.50 76: Street S ns EA 100.00. 77. Traffic Signs. EA 100.00 1 0 0 78. IStreet Lights EA 1,000.00 5 0 0 D 79. Fumishing/Piacing Topsoil SY O 5010 250 D Fertilizing,Seeding and 80. Mulching SY I 5 D 0 2.51) $�O 81. Trees EA Go 200.00 000 MaintenancelProtection of 82_ Traffic LS — 83. Construction Staking LS o 0 5'D o 0 84. As-Builts LS s o 0 0 85. Iron Pins EA 6 150.00 (, o 86. Concrete Monuments EA 300.00 D O 87. Driveway—Bit Conc. SY 25.00 88. 89. 90. `varies sub-Total-$ 13 11 u W D Page 5 of 6 Mar 22 04 01 : 58p Design Professionals 860-291 -8757 p. 7 V JI LG/LV VY IRV:'• 11.YL S•txA VVV UYY lLUV VVU Wx tt SiiuOvi xv.•is cull Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 Sub-Total Page 2 $ $ $ + Sub-Total Page 3 $ Sub-Total Page 4 $ 1 $9J 95 0 $ $ Sub-Total Page 5 $T314 H 2 0 $ $ Sub-Toial 25%Contingencies x Sub-Total: TOTAL IS 9 standard forms/bonds/bond estimate form Page 6 of 6 Mar 22 04 01 : 58p Design Professionals 860-291 -8757 p. 8 VJ/.G.L/LVVY IIIVIt 11 YV l'AA VVV vY'l .rvv Vvua..+ ••+-+.0•+v. ay..0 �..w++ PROJECT:S.w,YT-J, 4rkt TOWN OF SOUTH WINDSOR STREET: BOND ESTIMATE FORM F&Z t.D.: 2002 CALENDAR YEAR - ENGINEER: �T-- DATE: Bond Bond Reduction Reduction Item Description Unit QuantitvUnit Price Cost No.1 No.2 1. Clearing&Grubbing LS vo 2. Strip&Stockpile Topsoil CY 3 o 0 2.00 v U Earth Excavation • (Excluding Roadway& 3. Trench) CY D o o 10.00 60,000, 4. Roadway Excavation CY o 12.00 3 v vo o 5. Earth Trench Exc.0-4 CY 6 10.00 6 .E?o 6. Earth Trench Exc.0-10 CY 12.00 7. Earth Trench Exc.0-15 CY 15.00 8. Earth Trench Exc,0-20 Cy. r 18.00 9. Roadway Exc.(Rock) CY _ 50.00 10. Rock Trench Exc.0.4 CY 50.00 . .. : 11. . Rock Trench Exc.0-10. . CY-- . . -.. . 75.00. - ........ . .... . 12. Rock Trench Exc.0-15 CY 100.00 w 13_ Rock Trench Exc.0-20 CY _ 150.00 14. Formation of Subgrade SY 5. 33 D 1.50 15. Subbase Gravel CY - I 22 0 20.00 ,3.-5 6 o d 16. Processed regate TONS• _Iq qo 18.00_ O 17. Common Borrow CY 10.00 18. Gravel Borrow CY -" 15.00 Bit.Concrete 19. (Class 1) tTONS 50.00 Z,9 D o q. Bit.Concrete 20. (Class II) S o 55.00 ?,'7 •varies Sub-Total$- a 2 6. 3 Lr Page 1 of 6 Mar 22 04 01 : 58p Design Professionals 860-291 -8757 p. 9 VV/GL/LV VY AVI• 11.YV .'tL1 uvV vss •<vv vv.a v•• rr t.++•..•••+• ""••' ••"'•-^ .... - - P Bond Bond Reduction Reduction Item Description Unit Quanfitv Unit Price Cost No. 1 No.2 21. 6"Asphalt Lip Curbing LF -3 c o a 3.00 9 O vO 22. Road Widening Complete SY - 5D.00 ` 23. Conc Sidewalk 4'Wide LF 6 o o 30.00 18 0 0 0 t If v I. `r 1.5 o 0 33,av L191y 0 0 STORM DRAINAGE SYSTEM COMPONENTS 24. 60"RCP Class IV In Place LF _ 130.00 - 25. 54"RCP Class IV In Puce LF 100.00 '--' 26. 48"RCP Class IV In Place LF 75.00 27. 42"RCP Class IV In Place LF J 65.00 28. 36"RCP Class 1V In Place LF U0.00 29. 30"RCP Class IV in Place LF : J 50.00 -- 30. 24"RCP Class IV In Place LF n 42.00 1 0 b 31. 18"RCP Class IV In Place LF 35.00 32. 15'RCP Class IV In Place 1 ot> 3q.qq 31 33 POLYETHYLENE PIPE 34. 8"ADS-N-12 or Equal 21.00 35. 10-ADS-N-12 or Equal 22.50 V 36. 12"ADS-N-12 or Equal - 24.00 37. 15"ADS-N-12 or Equal - 25.50 38. 18"ADS-N-12 or Equal 28.00 -- Sub-Total$ 14 91 Page 2 of 6 Mar 22 04 01 : 58p Design Professionals 860-291 -8757 p. 10 VJ/LL/LUNY J1U1`I 11•'31 C'j" OUV UYY I—V .avu�aa V.t uu.�va avras aau.a i Bond Bond Reduction Reduction Item Description Unit Quan' Unit Price Cost No.1 No.2 UNDERDRAINS 39, 6"PVC SDR 35 In Place LF 3 coo 15.00 45,000 40. li"PVC SDR 35 In Place LF — 20.00 RIPRAP 41. . Modified Riprap CY 171r 45.00 42. Intermediate Ripr CY 46.00 43: Standard Riprap CY 45.001 -' DRAINAGE STRUCTURES 44. Type"C"Catch Basin EA ] 1500.00 45. T e"C"Double Grate EA — 2000.00 46. Type"C-L"Catch Basin EA 1500.00 •47. Manhole EA 1500.00 t 48. Manhole wl Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA — 2000.00 50. Headwall -i w►.J Is" EA. I ora3 0 0 0 51. Endwall EA ' 52. Box Culvert LF ` 53_ 15"Flared End EA 450.00 0 54. 18'Flared End EA 500.00 55. 24"Flared End EA 550.00 ✓cad 56. 36"Flared End IEA 850.00 Sub-Total$ 7 SS �Sr Page 3 of 6 Mar 22 04 01 : 59p Design Professionals 850-291 -8757 p. 11 VJ/L6/6VVY XV11 AA.7.1 I'nA UVV V' q IJ..IV v u,WJ rr LIIUJVl AVlp.al(tIIJA.A u-- - --- Bond Bond Reduction Reduction Item Description Unit antitv Unit Price . Cost No.1 Nor.2 57. Detention Outlet Structure EA 2500.00 0 0 10,wide Gravel Access 58. Road LF 15.00 59. Reset M.H.or C.B: EA 550.00 60. SANITARY St-_ME-R COMPONENTS 61. 12"PVC In Place SDR 35 LF 0 40.00 p v 62. 10'PVC In Place SDR 35 LF — 37.00 63. 8"PVC In Place SDR 35 LF — 35.00 64_ 16"PVC In Place SDRC35 LF 3)$ 30.00 S 0 SANITARY SEWEk STRUCTURES ✓ 65. Sanitary Manhole EA $ 1,500.00 0 Sanitary Manhole w_/Drop 66. Inlet EA 2,500.00 Sanitary Ma�hale over 10 67. FT. — 2,000.00 68. 69. STRUCTURES&MISC.ITEMS 70. Retaining Wall LF 71_ Fence ) LF — Guide Rail :'72. Type: LF — Sub-Total$ $ u 4 0 Page 4 of 6 Mar 22 04 01 : 59p Design Professionals 860-291 -8757 p. 12 Bond Bond Reduction Reduction to Description unit Quanti Unit Price Cost No. 1 No.2 End Anchorage 73. (T EA 74. Guide Post . EA- - 100.00 ' 75. Pavement Marking LF bo 1.50 q o 76:" Street Si ns EA 100.00 O v.a v 77. . Traffic Signs. EA 100.00 l o 78. Street lights EA 3 1,000.00 79. Furnishing/Placing Topsoil Sy 2.50 Fertilizing,Seeding and 80. Mulching SY-719?5 2.50 81. Trees E A 200.00 7, 7P-p o Maintenance>Pmtection of 82. Traffic LS 83. Constuction Staking LS 84. As-Buifis LS Qo "p O 85. Iron Pins EA i!6 150.00 3 900 86. Concrete Monuments FA 300.00 3 b nd 87. Driveway—Bit Conc. SY -- 25.00 86. 89. 90. Varies Sub-Total l-7 16� Page 5 of 6 Mar 22 04 01 : 59p Design Professionals 860-291 -8757 p. 13 VJ/LL!GVVY 1RV11 A.L.Y4 a'111 VV V V'!Y I1V VVV Vaa ttiu Va Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page i $ h 6 $ $ Sub-Total Page 2 $ ��$ $ Sub-Total Page 3 $ Sub-Total Page 4 Sub-Total Page 5 3, g6.Cr $ $ Sub-Total $ $ $ 25%u Contingencies x Sub-Total: TOTAL $ $o $ standard forms/bonds/bond estimate form Page 6 of 6 Tracy LaPiene-SW Tech Center Page_1 From: Tracy LaPiene To: Jeff Doolittle Date: 12/30/03 2:03PM Subject: SW Tech Center I received a voicemail from Galen Semprebon of DPI checking to see if we need any addt'I info for the SW Tech Center. We received a copy of the Sullivan Ave widening plan. The plans do not show the location of the Cape Cod style curbing. I do not know if you wish any additional info. Do you wish to have a plan for the proposed sidewalks on the existing roads showing location (which side?)and width and any necessary grading? Please let me know if wish any additional info from DPI and I will let Galen know.Also please let me know if you wish me to take a look at the plans, I only made a cursory view for estimating purposes. Thanks, Trace •. i✓sa!v of S,u,tLF f'":Ir'FyYiIJL�CI f'1(lri.:s.:r.49(X iT�an>SSTt T''r'i/�.Ry`f. .............._._._...__................_........._.....-r S se I00AQ ® /a et^ ��r 30.... :..................................................__.. _....._.........._.....:.._....._....... s t' ., 3 � 1j t �l ?� "r ,���ra� cxr� � _ Afr .. - r .._...... -whom _ _... a�....t Lill! Ll _... J _.� �y6p l3zCo � '/ar �.::. . - 7�o i T Von Sa / z 0 o o o. ti _.. A all. ..._ - .. - dZ. v <FrYaG .: r� cg�.va+rc.r�.. ro oadcr A.:: LIA Ito All y 2 a 3 m.t ._.._------ -.... S� 40ooe' ��_ ear O..!C�y►-�.iF �.✓G/ .fs°ueE-..^'%�•r�r _ P�dD.... .. y -o G�.GCCtS.3 ...p�ufi���„ram,�,.✓ ` OF njq _... ( _.... ... uec 11 ud u;i: eup Galen Semprebon 860-291 -8757 ' p. 2 —, PROJECT: TOWN OF SOUTH WINDSOR STREET: BOND ESTIMATE FORM frV, R'lij/o3 ENGINEER:I 1999 CALENDAR YEAR EN . DATE: hem Bond Bond )1�'scr_ lotion S1�lt S2l13t11itx Unit Pn Reduction Reduction t L�lo. 1 ND-2 �'✓ 1• Clearing&Grubbing LS 2• Strip&Stockpile Topsoil CY WI.?s Earth Excavation o o (Excluding Roadway& 3 Trench) CY �3 4. Roadway Excavation CY 1' 3oO 5 r aV O J 12=111 hen CY I�JLjJ�hC� t'✓ cu3'f' l �.y { 13: w f2eek TfierteM-Exe. ✓ 14. Formation of Subgrade SY t.o 0 a 1.50 15. Subbase Gravel CY 9 � ' u 00 Z,N D D 1,,,i 16. Processed Aggregate TONS 9,9WAe Dot, v i6 �L6 17. Common Borrow CY p 10.00 18- Gravel Borrow CY p 15.00 Bit. Concrete v 19. (Class 1) TONS $ 50.00 y0 S p o 2�0Bit.Concrete 20_ (Class 11) TONS 6n 3 aDo •varies Sub-Total Page 1 of 6 pec T1 u:j u3: 2up Galen Semprebon 860-291 -8757 P- 3 Bond Bond Reduction Reduction �.2 21. 6"Asphalt Lip Curbing LF 00 p 22 Road Widening Complete SY 1 0o;000 . d b 50.00 a o o o v ✓• 23. Conc Sidewalk 4'Wide LF OD o.o Go..ic S•i�lcwKtk 6� ��;�c �2,00 E SYST M(` �nn�:r�itTS _3c.v� 66�D o a 24• 60"RCP Class IV In Place LF 0 130.00 O 25. 54"RCP Class IV In Place LF O 100.00 � 26. 48 RCP Class IV.Jn Place LF �' " 16 Ip 66a 27. 42"RCP Class IV In Place LF be,01 1oo 1;Oop 28. 36"RCP Class IV In Place LF 56, )G D 29. 30"RCP Class.IV In Place LF ✓ N�"D o � o 30. 24"RCP Class IV In Place LF ✓ W'0 43:08 y 31. 18"RCP Class IV In Place LF 6 7-3 S 32. 15"RCP Class 1V In Place 33. POL— YETNYI-ENE PIPE 34. 8"ADS-N-12 or Equal — 21.00 35. 10"ADS-N-12 or Equal 22.50 -. 36. 12"ADS-N-12 or Equal -- 24.00 37. 15"ADS-N-12 or Equal 25.50 . 38. 18"ADS-N-12 or Equal 28.00 --- Sub-Total Page 2 of 6 vec 11 u3 u3: 21p Galen Semprebon 860-291 -8757 p. 4 Bond Bond hem Reduction Reduction v 39- 6"PVC SDR 35 In Place LF od K oG 40. 8"PVC SDR 35 In Place LF 20.00 SIEBAE /41. Modified Riprap CY 45.00 JL 42• Intermediate Riprap CY ` 45.00 43. Standard Riprap CY -- 45.00 �- DRAINAGF 44• Type"C"Catch Basin 30 1500.00 vd 45. TYPe"C"Double Grate EA O 2000.00 46. Type"C-L"Catch Basin EA 0 1500.00 — - 47• Manhole EA ` O 1500.00 48• Manhole w/Drop Inlet EA O 2501).00 49• Manhole Over Ten Feet EA p 2060.00 50. HeadwallIEA 51• Endwail EA v R 52. Box Culvert LF 53. 15"Flared End EA 450.00 I/ 54.. 18"Flared End EA 500.00 $'Oo.a It:, 55. 24"Flared End EA 550.00 56• 36"Flared End EA • 850.00 kit) Fl q.e.Q t:10D 5 A Sub-Total Page 3 of 6 oec 11 u3 u3: 21p Galen Semprebon 860-291-8757 p, 5 Bond Bond 1RQM Descrintinn ilNSQua-aft � Reduction Reduction No. i �� 57• Detention Outlet Structure EA 2'Zs v 10'Wide Gravel Access v 58. Road LF I o 0 11 59. Reset M.H.or C.B. E4 --� 550.00 6D. 61. 12"PVC In Place SDR 35 LF �9 `� LiZ . � b D 62. 10"PVC.In Place SDR 35 LF 37.00 63. 8"PVC In Place SDR 35 LF 35.00 64• 6"PVC In Place SDR 35 LF I i,.3 O SANITARY E1N R �TRt1GTtIR�S 65. Sanitary Manhole EA Sanitary Manhole w/Drop �. 4' 66. Inlet EA 2,500.00 ` / Sanitary Manhole over 10 �+ 67. FT_ �;A9t3:99 �i.5 00 - 68. 69. STR �r,TI1RES R ti�icr iT MS 70• Retaining Wall LF —► • 71• Fence(Type: ) LF , Guide Rail 72. (TYPe= ) LF Sub-Total Page 4 of 6 Uec li uy uj: elp Galen Semprebon 860-291 -8757 p. 6 Bond Bond h= 11C Unit Pri"P Reduction Reduction End Anchorage 1 ND-2 E74. (Type: ) EA Guide Post EA 100.00 75• Pavement Marking LF O 6 1.50 p 76. Street Signs EA _ 75.00 77. Traffic signs EA 75.00 78• Street Lights EA 1,000.00 s v o0 79• Furnishing/Placinc Topsoil 5 t .7 Fertilizing,Seeding and ° 30 � 80. Mulching SY ►�o° vo 81. Trees Maintenance/Protection of D 150.00 9 000,00 82.. Traffic LS , 83• Construction Staking LS • S�D�l,pp Soo C) - 84. As-Builts LS SO 000 • SQbo. 85. Iron Pins EA 6 100.00 y o O 86• Concrete Monuments EA 250.00 b o 00 87. Driveway-Bit. Conc. Sy. O 20.00 O 88. WR �i ( fi aoo %s. $9• Yru,th 4. t'L !"Kf'J� Lf OUV 1 O �JOon 90. t% If L a 1.00 Food G ✓ LF Zoaa ,DDo "varies Sub-Total$ �?y n Page 5 of 6 lice 11 u0 uo: clp balen bemprebon 860-291-8757 p, 7 Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $ 19 Z,5,9.0 $ $ Sub-Total Page 2 $ 3 t��� ? � $ $ Sub-Total Page 3 $ 16 o d $ $ Sub-Total Page 4 $ O $ Sub-Total Page 5 $ t B yam? o $ $ Sub-Total $ $ $ 25%Contingencies x Sub-Total: $ $ $ TOTAL $ $ $ standard forms/bonds/bond estimate form Page 6 of 6 Dec 11 ud u3: 21p Galen Semprebon 860-291 -8757 p.8 PROJECT: TOWN OF SOUTH WINDSOR STREET: _ BOND ESTIMATE FORM ENGINEER: 1999 CALENDAR YEAR EN _..... DATE: Bond Bond item Descri tien Una C � �( Reduction Reduction No. l LlQ..Z ✓1. Clearing &Grubbing LS Q c C 13 2- Strip&Stockpile Topsoil CY 00 tg`5, Earth Excavation b 00 (Excluding Roadway& 3. Trench) CY ?5 0 0 -10-1914, n 50 0 4. Roadway Excavation. CY SD oEarth 3 r ndjz c4r- ?feted, Ckpp� ;�.J Reek G*- - �v cI VdFK f cam`;' 14. Formation of Subgrade SY ov pe 15. Subbase Gravel CY 1 0 , 52 6- Processed Aggregate TONS 9•`I y 17. Common Borrow CY 10.00 18. Gravel Borrow CY — 15.00 Bit.Concrete 19. (Class I) TONS 5 go 50.00 Bit- Concrete q °o 20- (Class II) TONS O 5r Oop varies Sub-Total$ b po Page 1 of 6 liec ii uj ua: eep Galen Semprebon 860-291 -8757 p. 9 Bond Bond Reduction Reduction Ram RP�4c1i tion l�nif �jty Unit Pr;�.e / t No• 1 2 `� ff lt Lip Curbing LF 3 NOV - 2.a / � 00 V dening Complete SY �-- 50.00 ewalk 4'Wide LF bbo 1 000.oa Couc. S��Lv.(l�L�wrcQ� (,� [Soo �o.00 STORM DRAINAGE SYS M c�nRapFd �'J°Dom'CM 24. 60"RCP Class 1V In Place LF -- 130.00 25• 54"RCP Class IV In Place LF 100.00 26. 48"RCP Class Min Place LF 75•00 27. 42"RCP Class IV In Place LF 65.00 28. 36"RCP Class IV In Place LF 56@ 89 29• 30"RCP Class IV In Place LF 50.00 24"RCP Class IV In Place LF JCS 3z.00 0 6 f 31. 18"RCP Class IV In Place LF ab36.05.3 32. 15"RCP Class IV In Place X4r�55 rl g 33. POI YFTHYI ENE BEE 34• 8"ADS-N-12 or Equal 21.00 ` 35. 10"ADS-N-12 or Equal — 22.50 36. 12"ADS-N-12 or Equal 24.00 37. 15"ADS-N-12 or Equal 25.50 38. 18"ADS-N-12 or Equal 28.00 Sub-Total$__ Page 2 of 6 vec ii uj uj: eep Galen Semprebon 860-291 -8757 p. 10 Bond Bond lt�m 1?escr� t2ion S�u Reduction Reduction Qum* lJ�iLErir� ,� / UNDERDRAINS ✓ 39. 16"PVC SDR 35 In Place LF a o0 l� 8 0. 40_ 18"PVC SDR 35 In Place LF 20.00 HERAE 41• Modified Riprap CY 55 45.00 H 42. Intermediate Riprap CY 45.00 43. IStandard Riprap CY 45.00 DEAN AQEE_sM3,UCURES 44. Type"C'Catch Basin EA 12 4500.00 45. Type"C"Double Grate EA 2000.00 46. Type"C-L"Catch Basin EA 1500.00 l 47. Manhole EA — 1500.00 r 48. Manhole w/Drop Inlet EA r 2500.00 49. Manhole Over Ten Feet EA 2000.00 x/ 50. Headwall _Y.C.,,, tSu EA 0 00 51, Endwall EA 62. Box Culvert• LF V/ 53. 15"Flared End EA l 450.00 54.• 18"Flared End EA 500.00 — 55. 24"Flared End EA bbu.001 550,0 v 56. 36"Flared End EA 850 Sub-Total$ v o Page 3 of 6 lies 11 U3 03:22P Galen Semprebon 860-291-8757 P. 11 Bond Bond Reduction Reduction item uantity Unit Prig flag NO-1 ND-2 57. Detention Outlet Structure EA - �1 p 10'Wide Gravel Access 58. Road LF 15.00 59. Reset M.H. or C.B. EA 550.00 60. SANITARY SEWER t OMPQ NTS #yz.39 61. 12"PVC In Place SDR 35 LF 1350 62. 1 W PVC In Place SDR 35 LF 37.00 — 63. 8"PVC In Place SDR 35 LF 35.00 64. [;:PVC In Place SDR 35 LF 319 Ioj- SANITARY SEWER STRUCTURF,5 . v 65. Sanitary Manhole EA 4-,39699 16 o c� Sanitary Manhole w/Drop 66. Inlet EA 2,500.00 Sanitary Manhole over 10 67, FT. 2,000.00 68. 69. STRUCTURES& MISQ ITEMS 70. Retaining Wall LF • 71. Fence(Type: ) LF • Guide Rail 72. (Type: ILF • Sub-Total Page 4 of 6 Lec 11 ua ua: cep balen 5empre.bon 860-291 -8757 p. 12 Bond Bond Reduction Reduction Item Descri tp ion Un'd Quantity UDA-Ed Sol ND-1 No-2 End Anchorage 73. (Type- ) EA 0 74. Guide Post EA O 100.00 75. Pavement Marking' LF 6 0 1.50 D 76. Street Signs EA 75.00 77. Traffic signs EA 75.00 78. Street Lights EA 3 1,000.00 O DO,Qo 1,7 79. Fumishing/Placing Topsoil 5 7 S Fertilizing,Seeding and 80. Mulching SY 81. Trees EA y( 150.00 6 1,5'p MaintenanceRro_tection of 82. Traffic LS 83. Construction Staking LS 84. As-Builts LS. p p p 85. Iron Pins EA 6 100.00 6 O-o 86. Concrete Monuments EA 250.00 fj 0 O 87. Driveway-Bit.Conc. SY 0 20.00 88. W p Y L•r 6 .5a 5■o0 6 9 0 -r«-a ,- 89. j e C r■ _7?.�t�. ;li �� 90. !� L F !S O -tit o a o c G ` �I �r �s '� •5 0 5 2,5 'varies Sub-Total$ Page 5 of 6 Lec ii uj uj: 22p Galen Semprebon 860-291 -8757 p. 13 3 Original Estimate Bond Reduction#1 Bond Reduction#2 Sub-Total Page 1 $ 0b $ Sub-Total Page 2 $ a o $ $ Sub-Total Page 3 $ $ $ Sub-Total Page 4 $ 57,11 I%o.o a $ $ Sub-Total Page S Sub-Total $ 25%Contingencies x Sub-Total: $ $ $ TOTAL $ $ standard forms/bonds/bond estimate form Page 6 of 6 Tracy LaPiene-SW Tech Ctr Subdivision Page 1 From: Jeff Doolittle To: LaPiene, Tracy Date: 12/11/03 5:34PM Subject: SW Tech Ctr Subdivision Tracy, Would you please review the bond estimate for the two phases for the SW Technology Center Plan. I left the estimate and two sheets showing the phases on the drafting table. You can let Fred Shaw know if you agree with the numbers. I saw that they changed some of the unit costs and Fred had an estimate that may be why they did that. If you have any questions I will be in on Monday. Thank You Jeff . � I L -46 -qq vital -� ✓ _�-. •mil v boy Own/ J way -joyp "ICI xy;+ k}, g — �)G�.�._— £'� fir.=r"#�""4�r"P;`E.tr�.`-•s.,_.. - i--�..-a.._-+�,.�"^,. �s.a_h,�;...�_ €_.. ?`�3_ .'t�..%"-"�.. DESIGN PROFESSIONALS, INC. civil engineers •planners • surveyors . gis February 5,2002 Town of South Windsor 1540 Sullivan Ave. South Windsor,Ct 06074 Attn:Mr.Jeff Folger Environmental Planner Re: South Windsor Technologies Center Dear Jeff We have prepared a drainage addendum to address the question of increase in volume of runoff on the site. Please review the enclosed,and call with any questions or comments,or if you need additional information. Sincerely, Galen Semprebon,P.E. Enclosures: /CC:Jeff Doolittle with Enclosure t $:. 4 t !, r �•, 1) P Addendum 1 Stormwater Management Plan South Windsor Technologies Center South Windsor, Connecticut JUUiIt� `Ii�JU�\ Prepared by Design Professionals,Inc. 165 South Satellite Road South Windsor, CT 06074 DPI Project No. 99-1280 February 5, 2002 n� - rt s Addendum 1 Stormwater Management Plan South Windsor Technologies Center South Windsor, Connecticut Prepared by Design Professionals,Inc. . 165 South Satellite Road South Windsor, CT 06074 DPI Project No. 99-1280 February 5, 2002 . p?��o�, L _ nHghYenn�"� Table of Contents: Page# Introduction 1 Published Regulations 1 Calculations 1 Drainage Design Revisions 2 General Discussion/Conclusions 4 Appendices Revised Basin 2 Summary A Routings Summary B Full Routings C TR 55-Existing Farming D Introduction: This addendum has been prepared to address the question of the impacts to Bancroft Brook that will be due to the increase in volume of runoff from the site due to the development of the site. Published Regulations: The development of the site will result in an increase in runoff from the site due to the conversion of existing vegetated areas into impervious areas. The rate of peak runoff from the site will be mitigated due to the installation of detention basins on the site. The town of South Windsor in the Public Improvement Specifications requires the installation of detention basins or other means to control the peak flow rates from a site to equal or less than existing peak flow rates. The Public Improvement Specifications do not regulate increases in volume; therefore the site drainage design meets the Town of South Windsor's requirements. In the state of Connecticut's"Guidelines for Soil Erosion and Sediment Control"which was prepared by The Connecticut Council on Soil And Water Conservation, which worked in coordination with the Soil and Water Conservation Districts, The Connecticut Department of Environmental Protection, and other state, regional, and local agencies, reference is made to detention and runoff from sites. Under detention basin design, (pg 8-68 b.)the manual notes: "If the primary purpose of the detention basin is to minimize erosion and sedimentation, the peak discharge from the 2-year and 10-year frequency, 24- hour duration, Type III distribution storms shall be analyzed." The manual goes on to discuss that if there is an overall flood plain management system in place, than peak flows and increased duration of high flow rates can be analyzed. These would be analyzed for potential flood impacts, and there is no mention of analysis for impacts on erosion. Therefore, based on the Erosion control manual, the design of the site for the peak flows for the 2 and 10-year design storms to be equal to or less than the existing is adequate for erosion concern for the downstream corridor. We discussed the issue with Art Christian with the CT. DER Art said there were no regulations governing increases in volume into a stream course. Based on our conversation,with the decrease in peak flows, and an increase only in off-peak flows due to the volume increase, there did not seem to be a problem, though there is no information available, and as such no way to prove there will be a problem. We discussed the issue with Joe Polluik with the MRCS. Mr. Polluik acknowledged that he was not in a position to set policy, but recommended that unless.we did a large study to fully review the entire watershed, and every point along the stream channel, that he recommended that all detention basins be over-designed from existing requirements to discharge at a peak developed rate for a 10 year design storm equal to existing 2 year rates, and 100 year design equal to existing 10 year rates. This would obviously be a significant change from existing design standards and practices. Calculations: The volume increase in the Bancroft Brook was determined by using the TR-55 analysis prepared previously to determine the volume increase. This was determined by multiplying the runoff from the watershed area by the area of the watershed. Based on the above, for a 100-year design storm, the volume of runoff under existing and developed conditions for the entire subdivision would be 24.33 and 31.80 Acre-feet respectively. This is an increase of 7.47 Acre-feet, or 30.7%over existing conditions. The closest location with flow data for Bancroft Brook is immediately downstream of the Route 5 crossing. At this location,Bancroft Brook has a 100-year flow of 415 CFS. Therefore, assuming that the overall watershed has a similar peak flow . to volume relationship as the undeveloped site, the development of the site will increase the volume of runoff at this location by approximately 2.25%. This calculation is conservative in that the rainfall event is based on a 24-hour rainfall event, and the detention basin will discharge over a much longer period. Therefore below Route 5, the development of the site is not expected to have any impact on the River system. Closer to the site, the increase in volume in the River will be a greater percentage, though it will be distributed over a longer period than the existing rainfall event. This calculation is conservative in that the rainfall event is based on a 24-hour rainfall event, and the detention basin will discharge over a much longer period. In fact, the detention basins 1 and 2 for the 1.25" of runoff rainfall event will discharge for 120 and 144 hours(5 and.6 days)respectively. For the larger storms, the discharge length will be slightly longer. Drainage Design Revisions: The summary (See Drainage report for complete TR-55 calculations) of the existing runoff to Bancroft Brook via the existing discharge to the Railroad Ditch and directly to Bancroft Brook with the total peak flow is as follows: Design Storm Exist. to Railroad Ditch Exist. to Bancroft Brook Total 2 10 5 15 10 23 14 37 25 31 20 51 50 39 25 64 100 46 31 77 Under Developed conditions, the site will continue to drain in the two principal directions, to the southwest to the Railroad ditch, and to the southeast to Bancroft Brook. The summary of the peak discharge to the Railroad Ditch under existing and developed conditions(See Drainage report for complete TR-55 calculations)is as follows: Design Storm Existing conditions Developed Conditions 2 10 8 10 23 17 25 31 22 50 39 27 100 46 31 The drainage report contained the original design for the Detention Basins 1 and 2 with the following peak discharge rates summarized herein: Design Storm Exist. Basin 1 Basin 2 Direct to B. Brook Total 2 5 .13 1 4 5.13 10 14 1.32 3.04 9 14.36 25 20 1.91 6.17 12 20.08 50 25 2.37 8.38 14 24.75 100 31 2.77 10.13 17 29.90 Based on the original design, the total existing and developed peak flows to the Bancroft Brook are as follows: Design Storm Existing Peak Flow Developed Peak Flow 2 15 13.13 10 37 31.36 25 51 42.08 50 64 51.75 100 77 60.90 As can be seen under the original design, the peak runoff to Bancroft Brook under developed conditions will actually be substantially less than under existing conditions. We have revised the detention basin 2 to further decrease the peak discharges in order to mitigate any impacts from the development of the site. The summary of the revised detention basin is included in appendix A. The summary of the routings is included in appendix B. The Full routings supporting the revised detention basin design are included in appendix C. The revised peak discharges from basin 2 are as follows: Design Storm Basin 2 revised Discharge 2 0.71 10 2.26 25 3.68 50 4.55 100 5.78 As can be seen from the two year routing, the actual basin discharge will occur over a long period of time for the larger storm events, and therefore the actual increase in volume will also be spread out over a long period of time (5-6 days in general). Based on the above, the revised peak existing and developed discharges is as follows: Design Storm Exist. Peak Flow Devel. Peak Flow %Decrease in Peak Flow 2 15 12.84 14.4% 10 37 30.58 17.4% 25 51 39.59 22.4% 50 64 47.92 25.1% 100 77 56.55 26.6% In reviewing the entire issue of increases in volumes in a watershed, and the impacts that an increase in volume would have on the watershed, the question of what the watershed has experienced in the past on a regular basis was raised. Significant portions of the site have been farmed in the past for many years. Farmed land has a significantly higher rate of runoff than established lands such as forest and overgrown meadow. A TR-55 analysis was performed of the site runoff under existing conditions when the fields were being farmed on the site. The TR-55 analysis is included in appendix D. Based on the analysis, the summary of the results is as follows: Design Storm Exist. Peak Flow Devel. Peak Flow %Decrease in (with Farming) Peak Flow 2 24 12.84 46.5% 10 51 30.58 40.0% 25 67 39.59 40.9% 50 82 47.92 41.6% 100 97 56.55 41.7% The total volume of runoff during the 100-year storm event for existing conditions when the fields were farmed is 29.8 acre-feet of runoff. The total developed runoff would be 31.8 acre-feet. The total increase in runoff would be approximately 2 acre-feet or 6.3%. The volume of extended detention in the two basins is over 3 acre-feet in volume, thereby fully mitigating any increase in volume from the site. General Discussion/Conclusions: The question of the increase volume of runoff and its downstream impacts is an interesting question. The concern is due to the possible impact on the Bancroft Brook channel due to the additional runoff volume through the channel from the development of the site. The initial storm water and detention basin design was based on present existing conditions for the sizing of the detention basin. This was the most conservative approach, and was appropriate for the design of the detention basin to mitigate peak flows into the receiving watercourse. Due to the many conservative assumptions made in the design, including the full build coverage of the site, the actual detention basin is expected to discharge at lower rates than proposed. When the issue of the impacts on Bancroft Brook due to the volume increases in runoff from the site, the historical use of the site and its flows in Bancroft Brook needed to be investigated. Until fairly recently, the site was used for farming for many years. The flows from the site during this long farming period help define the historical context for the flow rates and volumes that have defined and influenced the character of Bancroft Brook. The basic theory being, if Bancroft Brook has experienced a certain flow and volume for an extended period of time, than the Brook has reacted to this flow to reach an equilibrium condition. Historically, the farming activities have provided peak flows that far exceed the proposed peak flows from the site under full-developed conditions. The proposed 100-year design flow would be close to the existing 10-year peak flow. The volume of runoff from the site under developed conditions would not be significantly greater than the existing peak volume, and any increase in volume would be fully mitigated by the extended detention within the detention basins. Based on all available regulations governing storm runoff from a site including the town of South Windsor's Public Improvement Specifications, and the State guidelines for Soil Erosion and Sediment Control, the project has not only been designed to be in full compliance, but has been designed to exceed the requirements by a substantial amount. APPENDIX A Reservoir Report Page , Reservoir No. 1 - pond 2 Hydraflow Hydrographs by Intelisolve Pond Data Pond storage is based on known contour areas. Conic method used. Stage/Storage Table Stage(ft) Elevation(ft) contour area(sqft) Incr.Storage(cult) Total storage(cult) 0.00 63.00 19,205 0 0 2.00 65.00 24,275 43,377 43,377 4.00 67.00 29,035 53,234 96,610 6.00 69.00 33,950 62,915 159,525 - 8.00 71.00 39,030 72,914 232,439 10.00 73.00 44,270 83,237 315,676 12.00 75.00 49,670 93,879 409,554 14.00 77.00 55,235 104,845 514,400 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] ID] Rise in = 18.0 2.0 5.0 8.0 Crest Len ft = 10.00 0.00 0.00 0.00 Span in = 18.0 2.0 5.0 8.0 Crest El.It = 75.00 0.00 0.00 0.00 No.Barrels = 1 1 1 1 Weir Coeff. = 3.00 0.00 0.00 0.00 Invert El.ft = 63.00 63.00 68.00 71.00 Weir Type = Broad - - - Length It = 100.0 10.0 10.0 10.0 Multistage = No No No No Slope% = 0.01 0.01 0.01 0.01 N-Value = .013 .013 .013 .013 Orif.Coeff. = 0.60 0.60 0.60 0.60 Multistage = n/a Yes Yes Yes Exfi@ration Rate = 0.00 in/hr/sqft Tailwater Elev.= 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage/Storage/Discharge Table Stage Storage Elevation Chi,A Clv B Civ C Clv,D Wr A Wr B Wr C Wr D Exfil Total ft cult it cfs cfs cfs cfs cfs cfs cfs cfs cis cfs 0.00 0 63.00 0.00 0.00 0.00 0.00 0.00 - - - - 0.00 2.00 43,377 65.00 0.14 0.13 0.00 0.00 0.00 - - - - 0.13 4.00 96,610 67.00 0.22 0.20 0.00 0.00 0.00 - - - - 0.20 6.00 159,525 69.00 0.81 0.22 0.58 0.00 0.00 - - - - 0.81 8.00 232,439 71.00 1.37 0.27 1.10 0.00 0.00 - - - - 1.36 10.00 315,676 73.00 3.91 0.30 1.44 2.17 0.00 - - - - 3.91 12.00 409,554 75.00 5.26 0.33 1.71 3.22 0.00 - - - - 5.26 14.00 514,400 77.00 6.31 0.36 1.95 4.00 84.85 - - - - 91.16 APPENDIX B Hydrograph Summary Report Paget Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuff) (ft) (cult) 2 SCS Runoff 29.80 6 744 174,144 — developed to basin 2 3 Reservoir 0.71 6 1446 116,570 2 68.77 152,168 route through basin 2 4 SCS Runoff 8.09 6 738 42,447 — drainage area to basin 1 5 Reservoir 0.13 6 1452 29,928 4 72.93 37,293 route through basin 1 Proj. file: 1253-1.gpw Return Period: 2 yr Run date: 01-28-2002 Hydraflow Hydrographs by Intelisoive Hydrograph Summary Report Paget Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph ) No. type flow interval peak hsY (d elevation storage description (origin) (cts) (min) (min) (cult) (ff) (cuft) 2 SCS Runoff 56.84 6 744 327,045 — developed to basin 2 3 Reservoir 2.26 6 1104 255,636 2 71.55 255,479 route through basin 2 4 SCS Runoff 15.15 6 738 78,647 — drainage area to basin 1 5 Reservoir 1.32 6 894 65,949 4 73.85 50,614 route through basin 1 Proj. file: 1253-1.gpw Return Period: 10 yr Run date: 01-28-2002 Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report Paget Hyd. Hydrograph Peak Time ram to Volume Inflow Maximurn Maximum Hydrograph No. type now interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (R) (cult) 2 SCS Runoff 71.92 6 744 414,060 — — developed to basin 2 3 Reservoir 3.68 6 1032 340,679 2 72.73 304,412 route through basin 2 4 SCS Runoff 19.06 6 738 99,141 — drainage area to basin 1 5 Reservoir 1.91 6 858 86,426 4 74.46 60,875 - route through basin 1 Proj. file: 1253-1.gpw Return Period: 25 yr Run date: 01-28-2002 Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report Paget Hyd. Hydrograph Peak Tune Time to Volume Inflow Maxirru rn Maximum Hydrograph No. type now interval peak hyd(s) elevation storage description (origin) (cfs) (nrn) (rain) (cult) (ft) (cuff) 2 SCS Runoff 85.29 6 744 492,176 — — developed to basin 2 3 Reservoir 4.55 6 1008 416,873 2 73.86 356,007 route through basin 2 4 SCS Runoff 22.52 6 738 117,499 — drainage area to basin 1 5 Reservoir 2.37 6 846 104,766 4 75.08 71,448 route through basin 1 Proj. file: 1253-1.gpw Return Period: 50 yr Run date: 01-28-2002 Hydratlow Hydrographs by Intelisolve Hydrograph Summary Report Paget Hyd. Hydrograph Peak Tune Time to Volume Inflow Maximum Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (ft) (cuff) 2 SCS Runoff 98.76 6 744 571,681 — developed to basin 2 3 Reservoir 5.78 6 984 494,519 2 75.04 411,488 route through basin 2 4 SCS Runoff 26.00 6 738 136,155 — drainage area to basin 1 5 Reservoir 2.77 6 840 123,400 4 75.73 82,742 route through basin 1 Proj. file: 1253-1.gpw Return Period: 100 yr Run date: 01-29-2002 Hydraflow Hydrographs by Intelisolve APPENDIX C Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 3 route through basin 2 Hydrograph type = Reservoir Peak discharge = 0,71 cfs Storm frequency = 2 yrs Time interval = 6 min Inflow hyd. No. = 2 Reservoir name = pond 2 Max. Elevation = 68.77 ft Max. Storage = 152,168 cuft Storage Indication method used. Outflow hydrograph volume=116,570 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D ExfiI Outflow (hrs) ds ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.50 29.07 65.37 0.16 0.15 ---- ----- -- ----- ---- -- --- 0.15 12.60 26.58 65.74 0.17 0.16 ----- ---- --- ---- -- ___ ----- 0.16 12.70 22.85 66.07 0.18 0.17 -- ----- ---_ -- ---- ----- ----- 0.17 12.80 18.45 66.35 0.19 0.18 ---- -- ---- ----- -- ---- ---- 0.18 12.90 14.05 66.57 0.20 0.19 --- -- --- --- ----- ----- ----- 0.19 13.00 10.72 66.73 0.20 0.19 --- ---- ---- ----- ----- ----- ----- 0.19 13.10 8.73 66.86 0.20 0.19 -- ---- ----- ___ -__ _____ _-_ 0.19 13.20 7.36 66.97 0.21 0.20 ---- -- -__ -_ ___ -_ ____ 0.20 13.30 6.47 67.05 0.22 0.20 ---- ---- ---- ---- ----- ---- --- 0.20 13.40 5.93 67.12 0.22 0.20 ----- ----- ----- ----- -- --- -- 0.20 13.50 5.57 67.18 0.22 0.20 --- ----- -- ---- -- ---- --- 0.20 13.60 5.29 67.24 0.22 0.20 - --- --- ----- ----- ---- -- 0.20 13.70 5.05 67.30 0.22 0.20 -- -- ----- ----- --- -- ----- 0.20 13.80 4.86 67.35 0.22 0.21 ---- -- ---- -- ---- --- - 0.21 13.90 4.69 67.41 0.22 0.21 -- ---- --- --- ---- --- ---- 0.21 14.00 4.52 67.46 0.22 0.21 ----- ---- - --- --- ----- --- 0.21 14.10 4.35 67.50 0.22 0.21 --- ---- -- -__ _____ -_ _____ 0.21 14.20 4.19 67.55 0.22 0.21 - ---- -- --- ----- ---- --- 0.21 14.30 4.04 67.60 0.22 0.21 - - - ----- --- ----- --- 0.21 14.40 3.91 67.64 0.22 0.21 -- ----- ---- -- --- -- ---- 0.21 14.50 3.79 67.68 0.22 0.21 ___ _____ ___ _____ ___ ___ -__ 0.21 14.60 3.68 67.72 0.23 0.22 -- - ----- -- _____ -__ _____ 0.22 14.70 3.59 67.76 0.23 0.22 ---_ _____ _____ ___ _-_ _____ 0.22 14.80 3.50 67.80 0.24 0.22 ---- ---- -_ ----- - --- ---- 0.22 14.90 3.42 67.83 0.24 0.22 ---- ---- --- -- ----- --- - 0.22 15.00 3.34 67.87 0.24 0.22 --- --- ---- ---- ----- ---- ----- 0.22 15.10 3.25 67.91 0.24 0.22 0.22 15.20 3.17 67.94 0.24 0.22 0.22 15.30 3.08 67.97 0.24 0.22 0.22 15.40 3.00 68.01 0.24 0.22 0.00 --- --- --- --- ---- ----- 0.23 15.50 2.91 68.04 0.26 0.22 0.02 -- --- ---- - --- ----- 0.24 15.60 2.83 68.07 0.27 0.22 0.03 --- ----- ----- ---- --- ----- 0.26 15.70 2.74 68.10 0.29 0.22 0.05 ---- -- -- ---- --- ---- 0.27 15.80 2.65 68.12 0.30 0.22 0.06 ----- --- -- ----- - --- 0.28 15.90 2.56 68.15 0.32 0.22 0.07 --- -- -- ___ __- ____ 0.30 16.00 2.48 68.18 0.33 0.22 0.09 ---- -- ----- --- -- ---- 0.31 16.10 2.39 68.20 0.34 0.22 0.10 -- ----- --- ___ _- ___ 0.32 16.20 2.30 68.22 0.36 0.22 0.12 ----- ----- ---- ----- --- --- 0.34 Continues on next page... route through basin 2 Page 2 Hydrograph Discharge Table Time inflow Elevation Clv A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft efs cfs cfs cfs cfs cfs as cfs ds cfs 16.30 2.23 68.24 0.38 0.22 0.14 - -- - ~- - - 0.36 16.40 2.16 68.26 0.40 0.22 0.16 -- -- ----- --- -- ---- 0.38 16.50 2.10 68.28 0.42 0.22 0.18 -- ---- --- __- _____ _-- 0.40 16.60 2.05 68.30 0.44 0.22 0.20 - ----- ----- --- ---- ---- 0.42 16.70 2.00 68.32 0.46 0.22 0.22 ----- ---- -- --- --- 0.44 16.80 1.96 68.34 0.47 0.22 0.23 ---- ---- -_ ----- ---- -- 0.46 16.90 1.92 68.36 0.49 0.22 0.25 -- -- -- ----- - ---- 0.47 17.00 1.88 68.37 0.50 0.22 0.26 --- --- --_ - _-_ ~_ 0.49 17.10 1.84 68.39 0.52 0.22 0.28 ---- --- -- -- ---- ---- 0.50 17.20 1.80 68.40 0.53 0.22 0.29 ---_ __- _~ -- 0.51 17.30 1.76 68.42 0.54 0.22 0.30 ----- --- --- - ---- --- 0.52 17.40 1.72 68.43 0.55 0.22 0.31 ---- ---- ---- --- --_ --- 0.53 17.50 1.68 68.45 0.55 0.22 0.32 -__ ____ ____ ____ ___- 0.54 17.60 1.65 68.46 0.56 0.22 0.32 ----- ---- ----- ---- ---- ---- 0.55 17.70 1.61 68.47 0.57 0.22 0.33 --- ---- --- -_- _____ _~ 0.56 17.80 1.57 68.48 0.58 0.22 0.34 --- ---- ----- --- ----- ---- 0.56 17.90 1.53 68.49 0.58 0.22 0.35 ----- -_- ----- -___ _____ __-_- 0.57 18.00 1.49 68.50 0.59 0.22 0.35 ---- --_ _- _____ ---- ---- 0.58 18.10 1.45 68.51 0.59 0.22 0.36 --- -- -- ---- ----- 0.58 18.20 1.41 68.52 0.60 0.22 0.36 ---- ----- ---- --- --- --- 0.59 18.30 1.38 68.53 0.61 0.22 0.37 -- - ----- -- ---- --_ 0.59 18.40 1.35 68.54 0.61 0.22 0.38 ----- -- ---- -- -- ---_ 0.60 18.50 1.32 68.55 0.62 0.22 0.38 --- - -- --- ----- ---- 0.60 18.60 1.31 68.56 0.62 0.22 0.39 ---- ----- -- ---- -- ---- 0.61 _ 18.70 1.29 68.57 0.63 0.22 0.39 -- -- -- ----- ---- ---- 0.61 18.80 1.28 68.57 0.63 0.22 0.39 ----- ---- ----- ----- --- -- 0.62 18.90 1.26 68.58 0.63 0.22 0.40 -- --- --- -- ---- - 0.62 19.00 1.25 68.59 0.64 0.22 0.40 ---- --- -- --- ----- ----- 0.63 19.10 1.24 68.60 0.64 0.22 0.41 --- ---- --- -- ---- ----- 0.63 19.20 1.23 68.60 0.65 0.22 0.41 -- ---- -- ----- ---- ---- 0.64 19.30 1.22 68.61 0.65 0.22 0.42 ---- ____ -_ ____ ____ _____ 0.64 19.40 1.21 68.62 0.65 0.22 0.42 ----- ---- --- --- ----- ----- 0.64 19.50 1.19 68.62 0.66 0.22 0.42 ---- --- -- ---- --_ ----- 0.64 19.60 1.18 68.63 0.66 0.22 0.42 ---- -- ----- ----- ---- ----- 0.65 19.70 1.17 68.63 0.66 0.22 0.43 -- ----- ---- ----- ----- ----- 0.65 19.80 1.16 68.64 0.66 0.22 0.43 ----- -- ---- ----- ---- ----- 0.65 19.90 1.15 68.65 0.67 0.22 0.43 --- -- --- ----- -- 0.66 20.00 1.13 68.65 0.67 0.22 0.43 ---- --- ----- ----- ----- ---- 0•66 20.10 1.12 68.66 0.67 0.22 0.44 --- ----- ----- ----- --~ 0•66 20.20 1.11 68.66 0.67 0.22 0.44 -- ---- ----- ----- ----- 0.66 20.30 1.10 68.67 0.68 0.22 0.44 --- ---- ----- - --- ----- 0.67 20.40 1.09 68.67 0.68 0.22 0.44 ---- ----- --- ----- ----- ----- 0.67 20.50 1.08 68.68 0.68 0.22 0.45 --- --- --- ---- --- ---- 0.67 20.60 1.06 68.68 0.68 0.22 0.45 ---- --- ----- ---- -- ----- 0.67 20.70 1.05 68.69 0.68 0.22 0.45 ----- ----- ---- - ----- --- 0.68 20.80 1.04 68.69 0.69 0.22 0.45 - --- ----- ----- -- 0.68 20.90 1.03 68.69 0.69 0.22 0.45 - -- -- - --- -- 0.68 21.00 1.02 68.70 0.69 0.22 0.46 -- --- --- ---- ---- -- 0.68 21.10 1.00 68.70 0.69 0.22 0.46 - --- ----- ---- ----- -- 0.68 21.20 0.99 68.70 0.69 0.22 0.46 -- -- --- ---- -_- ----- 0.68 21.30 0.98 68.71 0.69 0.22 0.46 ----- ---_ _- _- _____ ____ 0.69 Continues on next page... route through basin 2 Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Ell Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 21.40 0.97 68.71 0.70 0.2-2 0.46 - --- --- -- --- ----- 0.69 21.50 0.95 68.71 0.70 0.22 0.46 ---- - ----- ---- -- ---- 0.69 21.60 0.94 68.72 0.70 0.22 0.47 --- __- _____ _____ _-_- _-- 0.69 21.70 0.93 68.72 0.70 0.22 0.47 ----- ---- ----_ _____ _____ _--_- 0.69 21.80 0.92 68.72 0.70 0.22 0.47 --- ----- ____ �- --- 0.69 21.90 0.91 68.73 0.70 0.22 0.47 ----- --- ----- ----- -- _____ 0.69 22.00 0.89 68.73 0.70 0.22 0.47 ---- --- -- --- ----- ----- 0.70 22.10 0.92 68.73 0.70 0.22 0.47 --_ ____ -___ ___ _____ -__ 0.76 22.20 0.94 68.73 0.71 0.22 0.47 ----- --- ---- ---- ----- --- 0.70 22.30 0.97 68.74 0.71 0.22 0.47 ---- ---- --- ----- --- ---- 0.70 22.40 1.01 68.74 0.71 0.22 0.48 ----- ____ ___ ____ ____ -- 0.70 22.50 0.98 68.74 0.71 0.22 0.48 ----- ----- --- ----- ----- ----- 0.70 22.60 0.96 68.75 0.71 0.22 0.48 -- -__ _____ _____ _-- --- 0.70 22.70 0.94 68.75 0.71 0.22 0.48 -_- ----- ---- ---- ---- ---- 0.71 22.80 0.91 68.75 0.71 0.22 0.48 --- -___ _-_ __- _____ 0.71 22.90 0.88 68.75 0.71 0.22 0.48 --- -- --- ----- ---- ---_ 0.71 23.00 0.85 68.75 0.72 0.22 0.48 -- ---- --- --- -_ -- 0.71 23.10 0.84 68.76 0.72 0.22 0.48 ----- -- ---- ____ _-_ ___ 0.71 23.20 0.83 68.76 0.72 0.22 0.49 - ----- ---- ----- -- ---- 0.71 23.30 0.83 68.76 0.72 0.22 0.49 -- ----- --- ---__ ----- ---- 0.71 23.40 0.82 68.76 0.72 0.22 0.49 -- -__ -__ _- -_- ____ 0.71 23.50 0.81 68.76 0.72 0.22 0.49 ----- ----- ---- ----- ---- --- 0.71 23.60 0.80 68.76 0.72 0.22 0.49 - ---- --- ---- ---- 0.71 23.70 0.79 68.76 0.72 0.22 0.49 ---- --_ _� -__ _____ __-- 0.71 23.80 0.78 68.76 0.72 0.22 0.49 -- ----- ---- ---- -- --- 0.71 23.90 0.77 68.77 0.72 0.22 0.49 --- --- --- ----- -- ----- 0.71 24.00 0.76 68.77 0.72 0.22 0.49 0.71 24.10 0.72 68.77 << 0.72 0.22 0.49 ---- --- ----- ---- --- ----- 0.71 << 24.20 0.63 68.77 0.72 0.22 0.49 ---- --- --- --- -- ---- 0.71 24.30 0.52 68.76 0.72 0.22 0.49 -- ----- ----- ____ -__ _____ 0.71 24.40 0.37 68.76 0.72 0.22 0.49 ---- ---- -- ---- ----- ---- 0.71 24.50 0.25 68.76 0.72 0.22 0.48 -- --- -- --- ----- -- 0.71 24.60 0.15 68.75 0.71 0.22 0.48 - ----- -- --- ----- ----- 0.71 24.70 0.07 68.74 0.71 0.22 0.48 ---- -- ----- ---- -- --- 0.70 24.80 0.02 68.74 0.71 0.22 0.47 - - -- -- - --- 0.70 24.90 0.00 68.73 0.70 0.22 0.47 ----- ---- ---- ----- ----- ---- 0.70 25.00 0.00 68.72 0.70 0.22 0.47 - -- -- - -- --- 0.69 25.10 0.00 68.71 0.70 0.22 0.46 - -- -- - -- ----- 0.69 25.20 0.00 68.70 0.69 0.22 0.46 ---- - -- ----- ----- -- 0.68 25.30 0.00 68.70 0.69 0.22 0.46 -- -- ---- ---- --- --- 0.68 25.40 0.00 68.69 0.69 0.22 0.45 ---- ---- -- - ---- - 0.68 25.50 0.00 68.68 0.68 0.22 0.45 ----- ----- - -- --- - 0.67 25.60 0.00 68.67 0.68 0.22 0.45 - - --- -- ----- -- 0.67 25.70 0.00 68.67 0.68 0.22 0.44 -- --- ----- -- -- -- 0.67 25.80 0.00 68.66 0.67 0.22 0.44 ----- ---- -- ----- ----- ---- 0•66 25.90 0.00 68.65 0.67 0.22 0.43 ----- -- ----- -- ----- ---- 0.66 26.00 0.00 68.64 0.87 0.22 0.43 - ---- ----- - - --- 0.66 26.10 0.00 68.64 0.66 0.22 0.43 --- ---- -- ---_ ----- -- 0.65 26.20 0.00 68.63 0.66 0.22 0.42 - -- ---- -- ----- - 0.65 26.30 0.00 68.62 0.66 0.22 0.42 ----- --- -- --- ---- ----- 0.64 26.40 0.00 68.61 0.65 0.22 0.42 -- ----- ----- -- --- -- 0•64 Continues on next page... route through basin 2 Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) ds ft cfs cfs cfs cfs cfs cfs cfs sfs cfs cfs 26.50 0.00 68.61 0.65 0.22 0.41 - --- ---- ~--- ---- --' 0•64 26.60 0.00 68.60 0.65 0.22 0.41 ----- ----- -- ----- --- --- 0.63 26.70 0.00 68.59 0.64 0.22 0.41 -- ----- ----- -- -- 0.63 26.80 0.00 68.58 0.64 0.22 0.40 ----- - ----- ---- ----- --- 0.63 26.90 0.00 68.58 0.63 0.22 0.40 ----- -- -- -- ---- ---- 0.62 27.00 0.00 68.57 0.63 0.22 0.39 ----- ---- ---- -- ----- ----- 0.62 27.10 0.00 68.56 0.62 0.22 0.39 ----- ---- ---- -- ---_ _---- 0.61 27.20 0.00 68.56 0.62 0.22 0.38 - ---- ----- ---- ~_~ ----- 0.61 27.30 0.00 68.55 0.62 0.22 0.38 ----- --- -- -- --- ----- 0.60 27.40 0.00 68.54 0.61 0.22 0.38 ----- ---- ----- _-_ ____ _-- 0.60 27.50 0.00 68.54 0.61 0.22 0.37 -- - - ---- ---- ---- 0.60 27.60 0.00 68.53 0.60 0.22 0.37 --- ---- ----- --- -- ~-- 0.59 27.70 0.00 68.52 0.60 0.22 0.36 ---- -- ---- ----- ----- -~~ 0.59 27.80 0.00 68.52 0.60 0.22 0.36 ----- ---- -- -- ----- ----- 0.58 27.90 0.00 68.51 0.59 0.22 0.36 --- -- -- - '-_ ---_ 0.58 28.00 0.00 68.50 0.59 0.22 0.35 ---- --- ____ -_ -_ -- 0.58 28.10 0.00 68.50 0.58 0.22 0.35 ----- ---- ---- __- ____ �_ 0.57 28.20 0.00 68.49 0.58 0.22 0.34 -- ----- ---- --- ---- ---- 0.57 28.30 0.00 68.48 0.58 0.22 0.34 ---- ~- --- -'--' --- _-- 0•56 28.40 0.00 68.48 0.57 0.22 0.34 -~-- -- ----- -- -- -"'" 0•56 28.50 0.00 68.47 0.57 0.22 0.33 -- - ----- -- ----- ---- 0.56 28.60 0.00 68.46 0.56 0.22 0.33 --- ---- -- ---_ --- --- 0.55 28.70 0.00 68.46 0.56 0.22 0.32 - - -_- -_ __- _-_ 0.55 28.80 0.00 68.45 0.56 0.22 0.32 ----- -_-- ____ ____ ___ _____ 0.54 28.90 0.00 68.44 0.55 0.22 0.32 _--- ---- ---- ----- -- --'- 0.54 29.00 0.00 68.44 0.55 0.22 0.31 --- --_ _____ _--__ _-- ----- 0.54 29.10 0.00 68.43 0.55 0.22 0.31 -- -- ---- ----- - --- 0.53 29.20 0.00 68.43 0.54 0.22 0.31 -- - ----- -- ____ _____ 0.53 29.30 0.00 68.42 0.54 0.22 0.30 ----- ---- ----_ _____ _- -_-- 0.53 29.40 0.00 68.41 0.53 0.22 0.30 ---- --- ----- ----- ----- -- 0.52 29.50 0.00 68.41 0.53 0.22 0.30 ---- -- --- ---- ----- --- 0.52 29.60 0.00 68.40 0.53 0.22 0.29 -- ----- ----- ----- ---- ---- 0.51 29.70 0.00 68.40 0.52 0.22 0.29 -- ----- --- -- ____ _____ 0.51 29.80 0.00 68.39 0.52 0.22 0.28 ----- ---- ---- ----- --- ---- 0.50 29.90 0.00 68.39 0.51 0.22 0.28 ---- ---- ---- ---- - -- 0.50 30.00 0.00 68.38 0.51 0.22 0.27 ---- - ----- -- ----- ----- 0.49 30.10 0.00 68.37 0.50 0.22 0.27 -- ----- ----- ---- ____ _____ 0.49 30.20 0.00 68.37 0.50 0.22 0.26 ----- ---- ----- _-_ ___ ____ 0.48 30.30 0.00 68.36 0.49 0.22 0.25 ----- ----- ---- -- -- ---- 0.48 30.40 0.00 68.36 0.49 0.22 0.25 ---- --- ----- -- ----- 0.47 30.50 0.00 68.35 0.48 0.22 0.24 --- --- - ----- --- ----- 0.47 30.60 0.00 68.35 0.48 0.22 0.24 ----- ---- --- -- --- 0.46 30.70 0.00 68.34 0.47 0.22 0.23 -- - ----- ----- ----- 0.46 30.80 0.00 68.34 0.47 0.22 0.23 ---- ----- ____ _- -_ _____ 0.45 30.90 0.00 68.33 0.46 0.22 0.22 0.45 31.00 0.00 68.33 0.46 0.22 0.22 -- -- - ---- ---- ----- --- 0.44 31.10 0.00 68.32 0.45 0.22 0.21 ----- ---- ----- -- ---- -~ 0.44 31.20 0.00 68.32 0.45 0.22 0.21 ----- -- ----- ----- --~ - 0.43 31.30 0.00 68.31 0.45 0.22 0.21 _-_ _- -_ -_ -- ----- 0.43 31.40 0.00 68.31 0.44 0.22 0.20 ----- ----- ---- --- -- 0.42 31.50 0.00 68.30 0.44 0.22 0.20 _-_ ____ _____ _____ ____ -_ 0.42 Continues on next page... route through basin 2 Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAR Outflow Mrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 31.60 0.00 68.30 0.43 0.22 0.19 ---- --- -- -- ----- ----- 0.41 31.70 0.00 68.29 0.43 0.22 0.19 - ----- --- ---- --- ---- 0.41 31.80 0.00 68.29 0.42 0.22 0.18 --- ---- --- -- --- --- 0.41 31.90 0.00 68.28 0.42 0.22 0.18 ---- -- -- ----- ---- -- 0.40 32.00 0.00 68.28 0.42 0.22 0.17 --- --- -- - _ --_ --- 0.40 32.10 0.00 68.27 0.41 0.22 0.17 ----- ----- ----_ ----- --- ---- 0.39 32.20 0.00 68.27 0.41 0.22 0.16 -- ----- ----- ____ ___ ____ 0.39 32.30 0.00 68.26 0.40 0.22 0.16 -_~ ___ �_ -_ __-- __-- 0.38 32.40 0.00 68.26 0.40 0.22 0.16 -- --- -- ----- -- ---- 0.38 32.50 0.00 68.26 0.40 0.22 0.15 - ----- ---_- -- ----- --- 0.38 32.60 0.00 68.25 0.39 0.22 0.15 --- ----- --- -- -_-- ---- 0.37 32.70 0.00 68.25 0.39 0.22 0.14 ---_ ----- ---- _____ __- _- 0.37 32.80 0.00 68.24 0.38 0.22 0.14 ---- -_ ____ -__ -__ __- 0.36 32.90 0.00 68.24 0.38 0.22 0.14 --- -- --- ___ __~ -__ 0.36 33.00 0.00 68.24 0.38 0.22 0.13 --- - ----- --- ---- --- 0.36 33.10 0.00 68.23 0.37 0.22 0.13 ---- ----- ---- --- __- __- 0.35 33.20 0.00 68.23 0.37 0.22 0.12 -- ---- ----- ----- ----- ---- 0.35 33.30 0.00 68.22 0.37 0.22 0.12 ----- ----- -- -~ --_-- ----- 0•34 33.40 0.00 68.22 0.36 0.22 0.12 -- --- ----- ---- -_ -- 0.34 33.50 0.00 68.22 0.36 0.22 0.11 ----- --- -- ----- -~ ----- 0-34 33.60 0.00 68.21 0.35 0.22 0.11 --- -_ _____ _____ -_ _-- 0.33 33.70 0.00 68.21 0.35 0.22 0.11 ---- ---- ---- ---- ----- --- 0.33 33.80 0.00 68.20 0.35 0.22 0.10 -- ____ ___ _____ ____ 0.33 33.90 0.00 68.20 0.34 0.22 0.10 - ----- ----- ---- ----- ---- 0.32 34.00 0.00 68.20 0.34 0.22 0.10 --- --- _-_ ___ ____ ___ 0.32 34.10 0.00 68.19 0.34 0.22 0.10 ----- ---- -_--- --_ -- ---- 0.32 34.20 0.00 68.19 0.34 0.22 0.09 --- -- ---- ---- ----- --- 0.32 34.30 0.00 68.19 0.34 0.22 0.09 ----- ----- -- -- ---_- ---- 0.32 34.40 0.00 68.18 0.33 0.22 0.09 ---- -- ----- ---- ---- --- 0.31 34.50 0.00 68.18 0.33 0.22 0.09 -- ---- -- ----- --- ---- 0.31 34.60 0.00 68.17 0.33 0.22 0.09 -- ----- -- --__ _� __- 0.31 34.70 0.00 68.17 0.33 0.22 0.08 --- - ---- --- ----- 0.31 34.80 0.00 68.17 0.33 0.22 0.08 ----- ----- ----_ _-_ _-_ ____ 0.31 34.90 0.00 68.16 0.32 0.22 0.08 ----- -- ---- ---- ----- ---- 0.30 35.00 0.00 68.16 0.32 0.22 0.08 ----- -- ----- ---- -- -- 0.30 35.10 0.00 68.16 0.32 0.22 0.08 ---- -- _---- -- ----- -~- 0.30 35.20 0.00 68.15 0.32 0.22 0.08 --- -- -- -- --- --- 0.30 35.30 0.00 68.15 0.32 0.22, 0.07 --- ---- -- ----- -- --- 0.30 35.40 0.00 68.15 0.32 0.22 0.07 ----- ---- --- ----- --- --- 0.30 35.50 0.00 68.14 0.31 0:22 0.07 ---- --- --- ---- --- ---- 0.29 35.60 0.00 68.14 0.31 0.22 0.07 - --- -- ----- ----- -- 0.29 35.70 0.00 68.14 0.31 0.22 0.07 ----- -- ----- ----- --- --- 0.29 35.80 0.00 68.13 0.31 0.22 0.07 - ---- -- ---- --- ----- 0.29 35.90 0.00 68.13 0.31 0.22 0.06 - ----- --- --- ----- 0.29 36.00 0.00 68.13 0.30 0.22 0.06 - - ---- ----- -- ---- 0.29 36.10 0.00 68.12 0.30 0.22 0.06 ----- ----- -- ----- --~ ----- 0.28 36.20 0.00 68.12 0.30 0.22 0.06 ----- ---- ----- ---_ -~ 0.28 36.30 0.00 68.12 0.30 0.22 0.06 --- --- -- ---- --~- --- 0.28 36.40 0.00 68.11 0.30 0.22 0.06 ---- ----- ---- -__ _____ _-_ 0.28 36.50 0.00 68.11 0.30 0.22 0.05 ---- --- ----- ----- --- ----- 0.28 36.60 0.00 68.11 0.29 0.22 0.05 _---- -- - --- -- - 0.28 Continues on next page... route through basin 2 Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs efs cfs cfs cfs cfs efs cfs efs 36.70 0.00 68.10 0.29 0.22 0.05 -- - - ---- --- 0.27 36.80 0.00 68.10 0.29 0.22 0.05 ----- ---- ---- ----- -~- ----- 0.27 36.90 0.00 68.10 0.29 0.22 0.05 --- ---- ----- --- --- ---- 0.27 37.00 0.00 68.10 0.29 0.22 0.05 -- ---- ---- ---- --~- ---- 0.27 37.10 0.00 68.09 0.29 0.22 0.05 -- --- --- ----- --- 0.27 37.20 0.00 68.09 0.28 0.22 0.04 - --- ---- --- ---- --- 0.27 37.30 0.00 68.09 0.28 0.22 0.04 -- ----- -- _____ _- ---_ 0.27 37.40 0.00 68.08 0.28 0.22 0.04 ----- --- ---- --- - 0.26 37.50 0.00 68.08 0.28 0.22 0.04 ---- ____ ____ _____ _____ _---- 0.26 37.60 0.00 68.08 0.28 0.22 0.04 --- ---- --- - ---- ---- 0.26 37.70 0.00 68.07 0.28 0.22 0.04 ---- ----- --- --- --- ----- 0.26 37.80 0.00 68.07 0.27 0.22 0.04 ----- -- ----_ _____ _-_ _____ 0.26 37.90 0.00 68.07 0.27 0.22 0.03 --- ----- -- --- -_- __- 0.26 38.00 0.00 68.07 0.27 0.22 0.03 ----- --- --- ___ ____ _____ 0.26 38.10 0.00 68.06 0.27 0.22 0.03 --- ----- __- _-_ _____ -_--- 0.25 38.20 0.00 68.06 0.27 0.22 0.03 ----- ----- ---- --- -- ----- 0.25 38.30 0.00 68.06 0.27 0.22 0.03 --- --- ----- -- -- -_- 0.25 38.40 0.00 68.05 0.26 0.22 0.03 -- --- ----- ---- --_ _---- 0.25 38.50 0.00 68.05 0.26 0.22 0.03 --- -- -- --- ---- --- 0.25 38.60 0.00 68.05 0.26 0.22 0.02 0.25 38.70 0.00 68.05 0.26 0.22 0.02 --- ----- ----- __- _- ----- 0.25 38.80 0.00 68.04 0.26 0.22 0.02 ----- ---- ---- --- ---- ---- 0.24 38.90 0.00 68.04 0.26 0.22 0.02 ---- - -- ----- --- ---- 0.24 39.00 0.00 68.04 0.26 0.22 0.02 ---- ----- -__ __-_ ----- _ -- 0.24 39.10 0.00 68.03 0.25 0.22 0.02 0.24 39.20 0.00 68.03 0.25 0.22 0.02 ---- --- ----- --- -- ----- 0.24 39.30 0.00 68.03 0.25 0.22 0.01 -- ----- -- -- ----- ---- 0.24 39.40 0.00 68.03 0.25 0.22 0.01 0.24 39.50 0.00 68.02 0.25 0.22 0.01 ---- _____ _____ _-_ -__ ----- 0.23 39.60 0.00 68.02 0.25 0.22 0.01 ___ -__ -- _____ __-_ --_ 0.23 39.70 0.00 68.02 0.25 0.22 0.01 ---- ---- -- ---- --~ - 0.23 39.80 0.00 68.02 0.24 0.22 0.01 ----- ----- ---_ ----- __- __.__ 0.23 39.90 0.00 68.01 0.24 0.22 0.01 ---- - ---- -- --- - 0.23 40.00 0.00 68.01 0.24 0.22 0.01 -- ----- -- ----- ---- ----- 0.23 40.10 0.00 68.01 0.24 0.22 0.00 -- -- ---- --- ---- - 0.23 40.20 0.00 68.01 0.24 0.22 0.00 --- ----- -- ---- ----- ---- 0•22 40.30 0.00 68.00 0.24 0.22 0.00 --- ----- --- ----- --~ --- 0.2 40.40 0.00 68.00 0.24 0.22 --- - - ---- -- ----- ----- 0•22 40.50 0.00 68.00 0.24 0.22 ----- --- ---- -- -- ----- ----- 0.22 40.60 0.00 67.99 0.24 0.22 ---- ---- --- -- - --- ---- 0•22 40.70 0.00 67.99 0.24 0.22 -- ---- --- -- --- ---- ----- 0•22 40.80 0.00 67.99 0.24 0.22 -- -- ----- -- ----- ---- ----- 0.22 40.90 0.00 67.99 0.24 0.22 -- --- --- -- -- ~- ----- 0.22 41.00 0.00 67.98 0.24 0.22 ----- ---- ----- ----- -- ----- 0.22 41.10 0.00 67.98 0.24 0.22 ----- - -- -- ---- --- -~ 0•22 41.20 0.00 67.98 0.24 0.22 ---- ---- ---- - ----- ---- --- 0.22 41.30 0.00 67.98 0.24 0:22 ---- ----- ----- ----- --- ---~ --- 0.22 41.40 0.00 67.97 0.24 0.22 --- ---- ---- ----- ----- --_- _____ 0.22 41.50 0.00 67.97 0.24 0.22 -- ----- ----- -- ----- --- -- 0.22 41.60 0.00 67.97 0.24 0.22 ---- ---- -- ---- ----- ~~- ----- 0-22 41.70 0.00 67.97 0.24 0.22 -- -- -__ -_ ___- _-- ~- 0.22 Continues on next page... route through basin 2 Page 7 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs efs cfs cfs cfs cfs 41.80 0.00 67.96 0.24 0.22 ----- -- ---- ---- ---- -- ---- 0.22 41.90 0.00 67.96 0.24 0.22 -- ----- --- -- --- - - 0.22 42.00 0.00 67.96 0.24 0.22 ----- ----- --- ----- --- - ----- 0.22 42.10 0.00 67.96 0.24 0.22 ----- -- ----- _---- ---- --- ----- 0.22 42.20 0.00 67.95 0.24 0.22 -- ----- --- -- - - ---- -- 0.22 42.30 0.00 67.95 . 0.24 0.22 --- ----- ---- ---- --- -~-- ---- 0.22 42.40 0.00 67.95 0.24 0.22 ----- ----- ---- ----- ---- ----- ----- 0.22 42.50 0.00 67.95 0.24 0.22 ---- ---- ----- ---- ---_ ---- ----- 0.22 42.60 0.00 67.94 0.24 0.22 ---- ----- ---- ----- --- ----- ---~ 0.22 42.70 0.00 67.94 0.24 0.22 --- -_- -- ---- ----- --- --- 0.22 42.80 0.00 67.94 0.24 0.22 --- --- --- ----- - ---- ----- 0.22 42.90 0.00 67.94 0.24 0.22 ---- ----- - ----- --- --_ --- 0.22 43.00 0.00 67.93 0.24 0.22 0.22 43.10 0.00 67.93 0.24 0.22 --- ----- ----- ---- ----- ----- ---- 0.22 43.20 0.06 67.93 0.24 0.22 ' 0.22 43.30 0.00 67.93 0.24 0.22 0.22 43.40 0.00 67.92 0.24 0.22 ---- -- ---- ----- ----- -- ---- 0.22 43.50 0.00 67.92 0.24 0.22 --- ----- ---- ----- ----- -- --_-- 0.22 43.60 0.00 67.92 0.24 0.22 --- -- --- -- --_- ---- ----- 0.22 43.70 0.00 67.92 0.24 0.22 ----- ----- ---- ---- ----- ---- ---- 0.22 43.80 0.00 67.91 0.24 0.22 --- - ----- --_ ---- --- --- 0.22 43.90 0.00 67.91 0.24 0.22 ---- ----- --- ---- ----- ---- ---- 0.22 44.00 0.00 67.91 0.24 0.22 - -- --- --- -- --- --- 0.22 44.10 0.00 67.91 0.24 0.22 ----- --- ---- ---- ----- ----- ---- 0.22 44.20 0.00 67.90 0.24 0.22 0.22 44.30 0.00 67.90 0.24 0.22 ----- ---- ---- ----- --- --- ----- 0.22 44.40 0.00 67.90 0.24 0.22 0.22 44.50 0.00 67.90 0.24 0.22 -- --_ ___ _____ __� _-_ _-_ 0.22 44.60 0.00 67.89 0.24 0.22 0.22 44.70 0.00 67.89 0.24 0.22 ----- --- --- ----- --- ----- --- 0.22 44.80 0.00 67.89 0.24 0.22 -- --- - --- -- --- -- 0.22 44.90 0.00 67.89 0.24 0.22 0.22 45.00 0.00 67.88 0.24 0.22 0.22 45.10 0.00 67.88 0.24 0.22 ---- ----- ---- ----- ---- --- -- 0.22 45.20 0.00 67.88 0.24 0.22 0.22 45.30 0.00 67.88 0.24 0.22 ----- ----- ---- ---- ___ ____ _____ 0.22 45.40 0.00 67.87 0.24 0.22 ----- --- --- - ---- ----- -- 0.22 45.50 0.00 67.87 0.24 0.22 -- ----- ----- ---- ----- ---- ----- 0.22 45.60 0.00 67.87 0.24 0.22 --- -- ___ ___ _____ _w _____ 0.22 45.70 0.00 67.87 0.24 0.22 ----- -- ---- ----- -- -- 0.22 45.80 0.00 67.86 0.24 0.22 - ----- ----- - - ----- ----- 0.22 45.90 0.00 67.86 0.24 0.22 ----- -- --- ----- -- ----- ----- 0.22 46.00 0.00 67.86 0.24 0.22 - -- ---- ---- ----- -- -- 0.22 46.10 0.00 67.86 0.24 0.22 ----- ---- ---- --- -- - --- 0.22 46.20 0.00 67.85 0.24 0.22 ----- -- ---- ----- ---- -- ---- 0.22 46.30 0.00 67.85 0.24 0.22 --- --- ---- -- ----- ----- ----- 0.22 46.40 0.00 67.85 0.24 0.22 --- ----- -- ---- ----- - -- 0.22 46.50 0.00 67.85 0.24 0.22 0.22 46.60 0.00 67.84 0.24 0.22 - - ----- -- - ----- ---- 0.22 46.70 0.00 67.84 0.24 0.22 ----- ----- ----- ---- ----- -- ----- 0.22 46.80 0.00 67.84 0.24 0.22 ----- -- --- -- ---- ----- ---- 0.22 Continues on next page... route through basin 2 Page 8 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs ds cfs cfs 46.90 0.00 67.84 0.24 0.22 -- ---- ---- -_ ----- -- ----- 0.22 47.00 0.00 67.83 0.24 0.22 ----- ----- --- --_ ---- ----- ----- 0.22 47.10 0.00 67.83 0.24 0.22 ----- --- ---- -~ --- ---- -'~ 0.22 47.20 0.00 67.83 0.24 0.22 ----- -- --- ----- --- ----- ----- 0.22 47.30 0.00 67.83 0.24 0.22 ---- --- ---- ----- ---- 0.22 47.40 0.00 67.82 . 0.24 0.22 ---- ----- ---- ----- _-- ____ _� 0.22 47.50 0.00 67.82 0.24 0.22 --- _-- __--_ �_ _�_ �__ �_ 0.22 47.60 0.00 67.82 0.24 0.22 ----- --- -- - -- ---- ----- 0.22 47.70 0.00 67.82 0.24 0.22 --- ---- ---- ---- ----- -- 0•22 47.80 0.00 67.81 0.24 0.22 -- --- ----- --- ----- ---- --" 0-22 47.90 0.00 67.81 0.24 0.22 ----- ----- -- --- ----- --- --- 0•22 48.00 0.00 67.81 0.24 0.22 --- ----- --- -- -- ---- ---- 0.22 48.10 0.00 67.81 0.24 0.22 ----- ----- ----- ----- -~ ---- ---- 0.22 48.20 0.00 67.80 0.24 0.22 _-- --- ____ ____ __w _____ ----- 0.22 48.30 0.00 67.80 0.24 0.22 -- -- ---- ---- -- - -- 0.22 48.40 0.00 67.80 0.24 0.22 --- ---- ~--- ~--- --- _---- --- 0.22 48.50 0.00 67.80 0.23 0.22 - --- ----- ____ ____ _____ _____ 0.22 48.60 0.00 67.79 0.23 0.22 ----- --- --- ---- ____ _____ _�_ 0.22 48.70 0.00 67.79 0.23 0.22 -- ----- ---- --- ----- ---- --- 0•22 48.80 0.00 67.79 0.23 0.22 ----- ----_ ____ _____ _____ _____ �_ 0.22 48.90 0.00 67.79 0.23 0.22 -- --- ---- -_- - --- --- 0.22 49.00 0.00 67.78 0.23 0.22 ----- --- ----- -_ --- ----- 0.22 49.10 0.00 67.78 0.23 0.22 0.22 49.20 0.00 67.78 0.23 0.22 ----- ---- ---_ _____ �_ ____ __-- 0.22 49.30 0.00 67.78 0.23 0.22 --- ----_ --- ____ _____ ___ _____ 0.22 49.40 0.00 67.77 0.23 0.22 ---- - ----- ----- -- ----- ----- 0.22 49.50 0.00 67.77 0.23 0.22 --- -- -- ----- ---- ---- ----- 0-22 49.60 0.00 67.77 0.23 0.22 -_ �_ __� ____ _�_ ____ __w 0.22 49.70 0.00 - 67.77 0.23 0.22 ----- --- ---- --- -_ ___ _____ 0.22 49.80 0.00 67.76 0.23 0.22 - -- ----- ---- ----- ---- ----- 0.22 49.90 0.00 67.76 0.23 0.22 ----- ---- --- -- ----- -~- ----- 0•22 50.00 0.00 67.76 0.23 0.22 ----- ---- ---- ---- ---- ---- 0.22 50.10 0.00 67.76 0.23 0.22 --- -- --- -- --- -- ----- 0.22 50.20 0.00 67.75 0.23 0.22 ----- ----- --- ----- ---~ - ----- 0.22 50.30 0.00 67.75 0.23 0.22 -- --- ---- - -- ----- ~-- 0•22 50.40 0.00 67.75 0.23 0.22 -- ----- ----- ---- ----- ----- ~-~ 0.22 50.50 0.00 67.75 0.23 0.22 - -- ---- ---- -- ----_ ____ 0.22 50.60 0.00 67.74 0.23 0.22 - --- -_- ----- ---- ---- ----- 0.22 50.70 0.00 67.74 0.23 0.22 -- ---- ---- -- ----- ---- ----- 0.22 50.80 0.00 67.74 0.23 0.22 - -- -- -- ----- ~-- 0.22 50.90 0.00 67.74 0.23 0.22 --- - -- - -- -- --- 0•22 51.00 0.00 67.73 0.23 0.22 ----- - -- ---- --- ---- --- 0•22 51.10 0.00 67.73 0.23 0.22 --- - - --- --- ----- - 0•22 51.20 0.00 67.73 0.23 0.22 ----- ----- -- ---- ----- ----- ----- 0•22 51.30 0.00 67.73 0.23 0.22 ---- --- ----- --- ---- -- ---- 0•22 51.40 0.00 67.72 0.23 0.22 --- ----- ----- -_ ----- ---- -- 0.22 51.50 0.00 67.72 0.23 0.22 - ---- ---- - ----- - -- 0•22 51.60 0.00 67.72 0.23 0.22 --_ --- ----- ----- ----- ----- ---- 0.22 51.70 0.00 67.72 0.23 0.22 ----- -- --- -- -- ---- --- 0.22 51.80 0.00 67.71 0.23 0.22 ----_ ----- --- ----- ---- ----- --- 0.22 51.90 0.00 67.71 0.23 0.22 0.22 Continues on next page... route through basin 2 Page 9 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft Cfs cfs Cfs Cfs Cfs Cfs Cfs cfs cfs cfs 52.00 0.00 67.71 0.23 0.22 ---- --_ _____ __- _____ __- -__ 0.22 52.10 0.00 67.71 0.23 0.22 -- ----_ ----- ---- -- ----- 0.22 52.20 0.00 67.70 0.23 0.22 -_ - ----- ---_ - -~ --_ 0.22 52.30 0.00 67.70 0.23 0.22 ---- -- -- __- -- --- 0.22 52.40 0.00 67.70 0.23 0.22 --- -- ----- -- -- --- 0.22 52.50 0.00 67.70 0.23 0.22 ---- ---_ --- ----- ----- ---- --- 0.22 52.60 0.00 67.69 0.22 0.22 --- -- ---- --- ---- --- --_ 0.22 52.70 0.00 67.69 0.22 0.21 --- ----- -- --_ -- - ---- 0.21 52.80 0.00 67.69 0.22 0.21 0.21 52.90 0.00 67.69 0.22 0.21 0.21 53.00 0.00 67.68 0.22 0.21 --- -- ---- -- ---- --- ----- 0.21 53.10 0.00 67.68 0.22 0.21 ---- -- --- ---- ---- __- ___ 0.21 53.20 0.00 67.68 0.22 0.21 --- --- ---_ ---- ----- - ----- 0.21 53.30 0.00 67.68 0.22 0.21 ---- ---- -- __- ___ -_ ___ 0.21 53.40 0.00 67.68 0.22 0.21 -- --- --- --- - ~-- --- 0.21 53.50 0.00 67.67 0.22 0.21 ----_ _- _- __- _____ -__ -__ 0.21 53.60 0.00 67.67 0.22 0.21 --- ---- ----- ___ _- ___ _____ 0.21 53.70 0.00 67.67 0.22 0.21 -- ----- ---- ----- --- ---- ----- 0.21 53.80 0.00 67.67 0.22 0.21 -- ----- ----- ----_ ----- ----- ---- 0.21 53.90 0.00 67.66 0.22 0.21 --- ----- ----- ---- ----- -- _---- 0.21 54.00 0.00 67.66 0.22 0.21 ----- -- --_ ___ ___ __- __- 0.21 54.10 0.00 67.66 0.22 0.21 --- ---- -_ ---- --- --- ---- 0.21 54.20 0.00 67.66 0.22 0.21 --- ---- ---- --- --- ----- --- 0.21 54.30 0.00 67.65 0.22 0.21 ---- --- --- ----- ----- ----- ---- 0.21 54.40 0.00 67.65 0.22 0.21 ----- --- ---- ---- ---- ---- --- 0.21 54.50 0.00 67.65 0.22 0.21 --- --- --- --- ----- ---- ---- 0.21 54.60 0.00 67.65 0.22 0.21 --- ___ _____ _____ ____ ____ -_ 0.21 54.70 0.00 67.64 0.22 0.21 -- --_ ----- --- ---- ---- ----- 0.21 54.80 0.00 67.64 0.22 0.21 ---- --- ----- ---- -- ----- --- 0.21 54.90 0.00 67.64 0.22 0.21 --- ----- --_ ----- -- -- ---- 0.21 55.00 0.00 67.64 0.22 0.21 --- ----- ---- ___ _- _____ -_ 0.21 55.10 0.00 67.63 0.22 0.21 ----- --- --- ---- --- -- --_ 0.21 55.20 0.00 67.63 0.22 0.21 ---- ----- ---- ---- -- ----- ----- 0.21 55.30 0.00 67.63 0.22 0.21 ---- ---- ---- ----- ~-~ ---- --- 0.21 55.40 0.00 67.63 0.22 0.21 ----- - - ----- -- --- ----- 0.21 55.50 0.00 67.62 0.22 0.21 -_ ____- -_ ___ ___ _____ 0.21 55.60 0.00 67.62 0.22 0.21 ----- -- ---- ---- ----- ---- --- 0.21 55.70 0.00 67.62 0.22 0.21 --_ - - _- -- --- ----- 0.21 55.80 0.00 67.62 0.22 0.21 --- ---- _-_ __ _____ _- ____ 0.21 55.90 0.00 67.61 0.22 0.21 ----- --- --- -- ---- ----- 0.21 56.00 0.00 67.61 0.22 0.21 ---- ---- -- -- -- ----- -- 0.21 56.10 0.00 67.61 0.22 0.21 ----- -- ---- ----- -- ----- ----- 0.21 56.20 0.00 67.61 0.22 0.21 0.21 56.30 0.00 67.60 0.22 0.21 ----- ---- ----- ----- ----- ----- ---- 0.21 56.40 0.00 67.60 0.22 0.21 --- ---- ---- --_ -- --- ---- 0.21 56.50 0.00 67.60 0.22 0.21 ----- -- ---- -- ---- ----- ----- 0.21 56.60 0.00 67.60 0.22 0.21 ----- --- -__ _____ ____ ____ _- 0.21 56.70 0.00 67.59 0.22 0.21 ---- ---_- ----- --- ----- ---- ----- 0.21 56.80 0.00 67.59 0.22 0.21 -- -__ -_ -_ ___ -_ -_ 0.21 56.90 0.00 67.59 0.22 0.21 ---- ----- ---_ _--- ----- ---- ----- 0.21 57.00 0.00 67.59 0.22 0.21 ----- ----- -- -- -- ---- --- 0.21 Continues on next page... route through basin 2 Page 10 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) dfs ft Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs 57.10 0.00 67.58 0.22 0.21 --- ---- --- --- ----- ---- -- 0.21 57.20 0.00 67.58 0.22 0.21 ---- ---- ___ ____ -_ -_ -� 0.21 57.30 0.00 67.58 0.22 0.21 --- - ----- ---- -- --- - 0.21 57.40 0.00 67.58 0.22 0.21 -- -- -- ----- - --_ ---- 0.21 57.50 0.00 67.57 0.22 0.21 ---- ----- --- ---- -- --- -_--- 0.21 57.60 0.00 67.57 :0.22 0.21 ---- -_ -_ ---- ---- ___ r_ 0.21 57.70 0.00 67.57 0.22 0.21 ----- ----- ----- -- ---- ----- ----- 0.21 57.80 0.00 67.57 0.22 0.21 ----- ----- -- - ----- --- --- 0.21 57.90 0.00 67.57 0.22 0.21 - --- -_-- -- --_-- - --- 0.21 58.00 0.00 67.56 0.22 0.21 --- ----- -- ----- _--- -- --- 0.21 58.10 0.00 67.56 0.22 0.21 -- - - -- ---- ----- 0.21 58.20 0.00 67.56 0.22 0.21 ----- --- ---- ----_ -__ ___ _____ 0.21 58.30 0.00 67.56 0.22 0.21 ----- -- ---- -__ �_ -_ _-_- 0.21 58.40 0.00 67.55 0.22 0.21 ---- ---- --- ----- ----- ---- ----- 0.21 58.50 0.00 67.55 0.22 0.21 ----- ----- ---- -- --- - --- 0.21 58.60 0.00 67.55 0.22 0.21 ----- -- _---- ----- -_--- ---- 0.21 58.70 0.00 67.55 0.22 0.21 --- ----- -- -- ----- ----- ---- 0.21 58.80 0.00 67.54 0.22 0.21 ----- ----- -- ----- -- --_ 0.21 58.90 0.00 67.54 0.22 0.21 --- ----- --- _w_ -__ _- 0.21 59.00 0.00 67.54 0.22 0.21 ---- ----- --- ---- ----- ---- --- 0.21 59.10 0.00 67.54 0.22 0.21 -- -- ----- --- ---- -- --- 0.21 59.20 0.00 67.53 0.22 0.21 ---- --- -- ____ ___ _�_ -_ _- 0.21 59.30 0.00 67.53 0.22 0.21 -- --- ----- -- ---- ----- --- 0.21 59.40 0.00 67.53 0.22 0.21 --- --- ---_ -__ -__ ___ _____ 0.21 59.50 0.00 67.53 0.22 0.21 ----- -- --- ----- -- ---- --- 0.21 59.60 0.00 67.52 0.22 0.21 ----- --- ----- ---_ �__ ___:_ -_-- 0.21 59.70 0.00 67.52 0.22 0.21 ---_ - ----- ---- __-- ---- ----- 0.21 59.80 0.00 67.52 0.22 0.21 ----- ---- ---- -_--- ---- --- ----- 0.21 59.90 0.00 67.52 0.22 0.21 ---- ---- ----- --- ---- --- -- 0.21 60.00 0.00 67.51 0.22 0.21 ---- -___ - _____ -� -___- 0.21 60.10 0.00 67.51 0.22 0.21 ----- ---- ----- ---- -- ----- --- 0.21 60.20 0.00 67.51 0.22 0.21 ---- ----- ----- ---- -_--- --- 0.21 60.30 0.00 67.51 0.22 0.21 - - --- --- -- --- 0.21 60.40 0.00 67.50 0.22 0.21 --- ----- --- --- -_--- - ----- 0.21 60.50 0.00 67.50 0.22 0.21 -- -- ---- ---- ---- ----- ---- 0.21 60.60 0.00 67.50 0.22 0.21 ----- ----- --.- ---- ----- ----- ---_- 0.21 60.70 0.00 67.50 0.22 0.21 ----- ----- - _---- ----- - --- 0.21 60.80 0.00 67.50 0.22 0.21 ----- ---- ---- -- ---- ---- ----- 0.21 60.90 0.00 67.49 0.22 0.21 --- ----- - ----- -_-- - ---- 0.21 61.00 0.00 67.49 0.22 0.21 0.21 61.10 0.00 67.49 0.22 0.21 ---- --- - -- -- - -- 0.21 61.20 0.00 67.49 0.22 0.21 -- ----- ----- ---- ----- --- ____ 0.21 61.30 0.00 67.48 0.22 0.21 ---- ----- ---- ----- --- ----- ----- 0.21 61.40 0.00 67.48 0.22 0.21 ----- --- -- --- ---- ---- ---- 0.21 61.50 0.00 67.48 0.22 0.21 ----- -- ----- ----- --- _--_- - 0.21 61.60 0.00 67.48 0.22 0.21 ----- ----- ___ ___ �_ _____ ___ 0.21 61.70 0.00 67.47 0.22 0.21 -- --- ----- -- --- - ----- 0.21 61.80 0.00 67.47 0.22 0.21 ----- --_ ___ _____ ___ __- ---_- 0.21 61.90 0.00 67.47 0.22 0.21 --- ---- -- -- ----- ----- --_- 0.21 62.00 0.00 67.47 0.22 0.21 ----- -- ---- ---- -- -- -- 0.21 62.10 0.00 67.46 0.22 0.21 ---- -- ----- -- ---- - ---- 0.21 Continues on next page... route through basin 2 Page 11 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft efs efs cfs cfs efs cfs efs cfs cfs cfs 62.20 0.00 67.46 0.22 0.21 -- --- --- -- --- --- -- 0.21 62.30 0.00 67.46 0.22 0.21 ----- ----- -___ ____ _.� -- 0.21 62.40 0.00 67.46 0.22 0.21 - - --- ----- -- ----- 0.21 62.50 0.00 67.45 0.22 0.21 --- --- ----- ---- --- -- ---- 0.21 62.60 0.00 67.45 0.22 0.21 ----- ---- -- -- ----- --- ---- 0.21 62.70 0.00 67.45 0.22 0.21 ----- ----- ----- _-__ _- _____ ----_ 0.21 62.80 0.00 67.45 0.22 0.21 -- ----- ---- ----- ---- -- -- 0.21 62.90 0.00 67.44 0.22 0.21 --- --- --- ---- ---- --- 0.21 63.00 0.00 67.44 0.22 0.21 --- - --- ---- ----- --- --- 0.21 63.10 0.00 67.44 0.22 0.21 ----- ----- -- ---- ___ ____ 0.21 63.20 0.00 67.44 0.22 0.21 --- ____ -_ _- ---- 0.21 63.30 0.00 67.44 0.22 0.21 -- --- ---- -"-' """' --- 0.21 63.40 0.00 67.43 0.22 0.21 -- -- ----- ----- ---- --- ---- 0.21 63.50 0.00 67.43 0.22 0.21 ---- -- --- ----- ---- - ---- 0.21 63.60 0.00 67.43 0.22 0.21 --- ----- --__ _____ _____ --- --- 0.21 63.70 0.00 67.43 0.22 0.21 -- ----- --- --- ---- ---- 0.21 63.80 0.00 67.42 0.22 0.21 --- ----- -- ----- -- ---_ ____ 0.21 63.90 0.00 67.42 0.22 0.21 -- ---- --_ -_ ___- -- ----- 0.21 64.00 0.00 67.42 0.22 0.21 --- - -- -___ _____ _____ -- 0.21 64.10 0.00 67.42 0.22 0.21 --- --- ____ __- __- _-_- 0.21 64.20 0.00 67.41 0.22 0.21 -- ---- ----- ----- -- ---- 0.21 64.30 0.00 67.41 0.22 0.21 -- --- ---- ---- ----- ----- -- 0.21 64.40 0.00 67.41 0.22 0.21 ---- -- ----- --- -- ----- 0.21 64.50 0.00 67.41 0.22 0.21 ----- --_ ---- --- ___ _____ __-_ 0.21 64.60 0.00 67.40 0.22 0.21 -- -- ----- -- ____ __- ___ 0.21 64.70 0.00 67.40 0.22 0.21 ---- ----- ---- ----- ---- ---- ---- 0.21 64.80 0.00 67.40 0.22 0.21 ----- --- --_ ---_ ____ ____ 0.21 64.90 0.00 67.40 0.22 0.21 ---- ----- ____ _____ _____ ___-- ----- 0.21 65.00 0.00 67.39 0.22 0.21 --- -- ---_ --- ____ �__ __- 0.21 65.10 0.00 67.39 0.22 0.21 ---- ----- --- --- ---- -- ---- 0.21 65.20 0.00 67.39 0.22 0.21 ---- -- - --- ----- ---- --- 0.21 65.30 0.00 67.39 0.22 0.21 ---- ---- ---- ----- ---- ----- -- 0.21 65.40 0.00 67.39 0.22 0.21 -- ---- ----- ---_ -- ----- 0.21 65.50 0.00 67.38 0.22 0.21 ---- --- ---- ---_ ___ -- -__-_ 0.21 65.60 0.00 67.38 0.22 0.21 ---- -- ----- ____ -__ _-_ -- 0.21 65.70 0.00 67.38 0.22 0.21 ----- ----- ----- --_ --_ -- 0.21 65.80 0.00 67.38 0.22 0.21 --- ----- ---- --- ----- ----- ----- 0.21 65.90 0.00 67.37 0.22 0.21 --- --- ---- ----- ----- -- ----- 0.21 66.00 0.00 67.37 0.22 0.21 -- --- ---- -- ---- --- --- 0.21 66.10 0.00 67.37 0.22 0.21 ----- --- ----- - -= __- 0.21 66.20 0.00 67.37 0.22 0.21 - - ----- -- - -- ----- 0.21 66.30 0.00 67.36 0.22 0.21 -- ----- ---- ---- --- ---- -- 0.21 66.40 0.00 67.36 0.22 0.21 -_- ----- -- --- --__ _- --- 0.21 66.50 0.00 67.36 0.22 0.21 ---- --- - ----- --- ---- ---- 0.21 66.60 0.00 67.36 0.22 0.21 ----- -- ----- ----- ---- --- ----- 0.21 66.70 0.00 67.35 0.22 0.21 --- --- --- -- ---- ----- 0.21 66.80 0.00 67.35 0.22 0.21 ---- ---- ---- ----- --- ----- -- 0.21 66.90 0.00 67.35 0.22 0.21 - ----- ----- ---- -- ----- -- 0.21 67.00 0.00 67.35 0.22 0.21 --- ---- _____ ____ __-- --_- _---- 0.21 67.10 0.00 67.35 0.22 0.21 -- ---- --- ----_ _____ _-_ _-_- 0.21 67.20 0.00 67.34 0.22 0.21 ----- ----- --- ----- -- ---- ----- 0.21 Continues on next page... route through basin 2 Page 12 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) efs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 67.30 0.00 67.34 0.22 0.21 ----- - ----- --- ----_ -- ---_ 0.21 67.40 0.00 67.34 0.22 0.21 ----- --- - - ---- ---- ----- 021 67.50 0.00 67.34 0.22 0.21 -- -- -- - _-_ __- _ 0.21 67.60 0.00 67.33 0.22 0.21 - - ----- - ----- ----- 0.21 67.70 0.00 67.33 0.22 0.21 ---- --- ---- --- ----- -- ---- 0.21 67.80 0.00 67.33 0.22 0.21 ----- --- ----- ----- ---- --- ---- 0.21 67.90 0.00 67.33 0.22 0.21 --- ----- -- -- ---- -- ---- 0.21 68.00 0.00 67.32 0.22 0.21 ----- ____ _____ -_ _- _____ __-- 0.21 68.10 0.00 67.32 0.22 0.21 ----- ---- -- ----- - -- -- 0.21 68.20 0.00 67.32 0.22 0.21 --- - ---- - -- ----- ----- 0.21 68.30 0.00 67.32 0.22 0.21 ----- --_ _-_-_ ___ -_ -__ 0.21 68.40 0.00 67.31 0.22 0.21 ---- -- ____ .�_ M- ____ 0.21 68.50 0.00 67.31 0.22 0.21 ----- ---- -- - ---- -- --- 0.21 68.60 0.00 67.31 0.22 0.21 ---- --- - ---- ----- - ----- 0.21 68.70 0.00 67.31 0.22 0.21 -- -- --- -- ---- ---- ---- 0.21 68.80 0.00 67.31 0.22 0.21 ---- ----- ---- --- ----- ---- ---- 0.21 68.90 0:00 67.30 0.22 0.21 --- - ---- ---- - ----- --- 0.21 69.00 0.00 67.30 0.22 0.20 --- --- ----- - ---- ---- ----- 0.20 69.10 0.00 67.30 0.22 0.20 --- ---- ----- --- ---- --- --- 0.20 69.20 .0.00 67.30 0.22 0.20 ---- --- - - - ---- ---- 0.20 69.30 0.00 67.29 0.22 0.20 ----- --- ----- --- --- -- ----- 0.20 69.40 0.00 67.29 0.22 0.20 ---- ---- ----- ---- ----- ----- ---- 0.20 69.50 0.00 67.29 0.22 0.20 -- ---- ----- ---- ---- ----- ----- 0.20 69.60 0.00 67.29 0.22 0.20 -- --- ---- ---- ----- ----- ----- 0.20 69.70 0.00 67.28 0.22 0.20 --- --- ----- ----- ---- --- ---- 0.20 69.80 0.00 67.28 0.22 0.20 -- ---- ----- --- ----- ----- ----- 0.20 69.90 0.00 67.28 0.22 0.20 ----- ---- ____ ___ _-_ -_ __-- 0.20 70.00 0.00 67.28 0.22 0.20 ---- ---- ----- ---- --- ---- - 0.20 70.10 0.00 67.27 0.22 0.20 --- ----- -- --- ----- -- ----- 0.20 70.20 0.00 67.27 0.22 0.20 - - --- --- ---- ---- ---- 0.20 70.30 0.00 67.27 0.22 0.20 ---- --- -- _-__ ___ �_ __-_ 0.20 70.40 0.00 67.27 0.22 0.20 -- ---- ----- ----- -__ ----- ---- 0.20 70.50 0.00 67.27 0.22 0.20 -- -- -- ____ �_ _____ -_--- 0.20 70.60 0.00 67.26 0.22 0.20 --- --- ---_ _____ __- -- _____ 0.20 70.70 0.00 67.26 0.22 0.20 -- --- ----- ----- ----- -- --- 0.20 70.80 0.00 67.26 0.22 0.20 --- --- -- ----- ----- ----- ---- 0.20 70.90 0.00 67.26 0.22 0.20 ---- ---- ----- ---- _____ -- _____ 0.20 71.00 0.00 67.25 0.22 0.20 ----- --- -- ----- ----- ---- ----- 0.20 71.10 0.00 67.25 0.22 0.20 - - --- ----- ---- - ---- 0.20 71.20 0.00 67.25 0.22 0.20 ----- -- -- ---- ----- ----- -- 0.20 71.30 0.00 67.25 0.22 0.20 - - -- ----- -- - -- 0.20 71.40 0.00 67.24 0.22 0.20 ----- - - -- ---- ----- ----- 0.20 71.50 0.00 67.24 0.22 0.20 -- ----- - ---- -- ----- ---- 0.20 71.60 0.00 67.24 0.22 0.20 0.20 71.70 0.00 67.24 0.22 0.20 - - --- --- - - -- 0.20 71.80 0.00 67.23 0.22 0.20 ----- --- ----- ---- _-- - -- 0.20 71.90 0.00 67.23 0.22 0.20 ---- ---- - -- -- - --- 0.20 72.00 0.00 67.23 0.22 0.20 --- - ---- ---- ----- ----- --- 0.20 72.10 0.00 67.23 0.22 0.20 -- ---- --__ _____ _____ _____ ___ 0.20 72.20 0.00 67.23 0.22 0.20 - ---- ---- ----- --- ----- ---- 0.20 72.30 0.00 67.22 0.22 0.20 ----- -- -- -- --- -- ---- 0.20 Continues on next page... route through basin 2 Page 13 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Exfl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 72.40 0.00 67.22 0.22 0.20 -- -- --- ----- -_-- _-__ -__ 0.20 72.50 0.00 67.22 0.22 0.20 --- ----- ----- --- ----- ---- 0.20 72.60 0.00 67.22 0.22 0.20 ----- -- -- ----- ---- --- ---- 0.20 72.70 0.00 67.21 0.22 0.20 --- ----- --- --- _---- ____ _-- 0.20 72.80 0.00 67.21 0.22 0.20 ---- ----- -__ �_ _ -_ _____ 0.20 72.90 0.00 67.21 0.22 0.20 ----- --- ----- ---- ---- ___ ___ 0.20 73.00 0.00 67.21 0.22 0.20 ---- ----- ---- _-_ ___ -_ __- 0.20 73.10 0.00 67.20 0.22 0.20 ---- -- ---- ----- -- ---- ----- 0.20 73.20 0.00 67.20 0.22 0.20 ----- --- _-_ -_- _-_ ~- ---_ 0.20 73.30 0.00 67.20 0.22 0.20 ---- ----- ---- -_ ___ _-_ _- 0.20 73.40 0.00 67.20 0.22 0.20 ----- ----- ----- --- ---- ---- 0.20 73.50 0.00 67.20 0.22 0.20 --_ ----- ----- ----- ---- ----- ---- 0.20 73.60 0.00 67.19 0.22 0.20 -- ---- - ----- ---- --~ ----- 0.20 73.70 0.00 67.19 0.22 0.20 ----- ----- _--- ---- _-_ ____ ___ 0.20 73.80 0.00 67.19 0.22 0.20 --- --- -- --- --- _-_ -__ 0.20 73.90 0.00 67.19 0.22 0.20 ----- -- -- -__ ____ -_ 0.20 74.00 0.00 67.18 0.22 0.20 ---- ----- ---- ----- ---- -~- - 0.20 74.10 0.00 67.18 0.22 0.20 -- ----- ----- ---- ---- -~ ---- 0.20 74.20 0.00 67.18 0.22 0.20 - --- -- ___ ____ ____ -__ 0.20 74.30 0.00 67.18 0.22 0.20 ---- ---- ----- ---- ---- ---- -- 0.20 74.40 0.00 67.17 0.22 0.20 ---- ----- ---- -- ---- --- --- 0.20 74.50 0.00 67.17 0.22 0.20 ---- -- ----_ ___ __- _ _____ 0.20 74.60 0.00 67.17 0.22 0.20 --- --- ----- ---- ----- ----- -- 0.20 74.70 0.00 67.17 0.22 0.20 --_- _---- -_ -_ -_ - --_- ----- 0.20 74.80 0.00 67.17 0.22 0.20 ---- -- - _____ ____ -_- __-- 0.20 74.90 0.00 67.16 0.22 0.20 ----- --- --- -- ---- ---- ----- 0.20 75.00 0.00 67.16 0.22 0.20 ----- --- ----- --- -- ---- ~-- 0.20 75.10 0.00 67.16 0.22 0.20 -- --- --- ----- ---- -- --- 0.20 75.20 0.00 67.16 0.22 0.20 --- -- --- ____ ____ _____ _____ 0.20 75.30 0.00 67.15 0.22 0.20 -- ---- ---- ---- ---- ---- ""' 0.20 75.40 0.00 67.15 0.22 0.20 -- -- ----- -- ----- ---- ---- 0.20 75.50 0.00 67.15 0.22 0.20 ---- -- --- ---- ---- ---- -- 0.20 75.60 0.00 67.15 0.22 0.20 ----- - --- ----- ----- --- --- 0.20 75.70 0.00 67.14 0.22 0.20 ---- ----- ---- ---- -- -- 0.20 75.80 0.00 67.14 0.22 0.20 ----- -- _____ ____ ____ ----- 0.20 75.90 0.00 67.14 0.22 0.20 ----- -- ----- ----- --- ----- 0.20 76.00 0.00 67.14 0.22 0.20 -- ---- -- - - - ~-- 0.20 76.10 0.00 67.14 0.22 0.20 -- ---- -_- ___-_ __- _� ___ 0.20 76.20 0.00 67.13 0.22 0.20 --- ----- ---- --- ---- -- ----- 0.20 76.30 0.00 67.13 0.22 0.20 --- ----- -- -- ----- ----- -- 0.20 76.40 0.00 67.13 0.22 0.20 - ----- -- ---- ----- -- ----- 0.20 76.50 0.00 67.13 0.22 0.20 --- ----- --- --- ---- ---- ---- 0.20 76.60 0.00 67.12 0.22 0.20 -- -- -- - -- -- ---- 0.20 76.70 0.00 67.12 0.22 0.20 ----- ---- ---- ---- ----- ~--- ----- 0.20 76.80 0.00 67.12 0.22 0.20 -- --- ----- ---- ---- ----- ---- 0.20 76.90 0.00 67.12 0.22 0.20 --- ----- ---- --- ---- ----- ----- 0.20 77.00 0.00 67.11 0.22 0.20 -- ----- - ---- ----- ----- -- 0.20 77.10 0.00 67.11 0.22 0.20 ----- --- ----- ---__ ___ -__ 0.20 77.20 0.00 67.11 0.22 0.20 --- -- _____ _____ _____ _- __- 0.20 77.30 0.00 67.11 0.22 0.20 _ ---- -- ---- ---- -- ----- --- 0.20 77.40 0.00 67.11 0.22 0.20 ----- --- - -- _-_ _____ _____ 0.20 Continues on next page... route through basin 2 Page 14 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft efs cfs cfs cfs cfs cfs cfs cfs cfs cfs 77.50 0.00 67.10 0.22 0.20 ----- --- ---- -- -- ----- 0.20 77.60 0.00 67.10 0.22 0.20 ---- ----- ----- ---- ----- ---- ----- 0.20 77.70 0.00 67.10 0.22 0.20 ---- -- -_ ----- ----- ---- 0.20 77.80 0.00 67.10 0.22 0.20 ----- ----- ---- ____ __-- --- 0.20 77.90 0.00 67.09 0.22 0.20 ----- ---- ----- ---- ---- ---- ---- 0.20 78.00 0.00 67.09 . 0.22 0.20 ----- ----- ----- --- ___ ----- 0.20 78.10 0.00 67.09 0.22 0.20 ---- ---- ----- -- _-_ _____ __-- 0.20 78.20 0.00 67.09 0.22 0.20 --- ----- '--' -~" -"- -'- 0.20 78.30 0.00 67.09 0.22 0.20 ---- --- ---- ---- ____ _- ----- 0.20 78.40 0.00 67.08 0.22 0.20 ----- ----- ---- --_ ____ ---- ---- 0.20 78.50 0.00 67.08 0.22 0.20 ----- --- ----- -_ ___ _____ _-- 0.20 78.60 0.00 67.08 0.22 0.20 ---- ---- --- ___ __- ___ ___ 0.20 78.70 0.00 67.08 0.22 0.20 ---- _---- ----- -~ ~-_ 0.20 78.80 0.00 67.07 0.22 0.20 ----- ----- ----- --- ____ _-_- 0.20 78.90 0.00 67.07 0.22 0.20 ---- --- --- ----- ----- 0.20 79.00 0.00 67.07 0.22 0.20 --- ----- ---- ---- _____ --_-- 0.20 79.10 0.00 67.07 0.22 0.20 --- -- ---- --~- ----- ---- 0.20 79.20 0.00 67.06 0.22 0.20 ---- ---- ---- ---- ____ _____ -_-- 0.20 79.30 0.00 67.06 0.22 0.20 -- --- ____ _____ w__ -____ -- 0.20 79.40 0.00 67.06 0.22 0.20 --- ---- ---- ----- --- - ---- 0.20 79.50 0.00 67.06 0.22 0.20 --- ----- -- --- --- -- ----- 0.20 79.60 0.00 67.06 0.22 0.20 --- ---- ----- ---_ _- __-- ---- 0.20 79.70 0.00 67.05 0.22 0.20 -- ----- --- - -~" "-" --'" 0.20 79.80 0.00 67.05 0.22 0.20 --- ----- ----- --_ ____ -____ ___-- 0.20 79.90 0.00 67.05 0.22 0.20 -- ----- --- -- ----- ---- ---- 0.20 80.00 0.00 67.05 0.22 0.20 -=- --- ----- ----- -- ---- ---- 0.20 80.10 0.00 67.04 0.22 0.20 -- ---- ----- ----- ---~ -- --- 0.20 80.20 0.00 67.04 0.22 0.20 ----- ---- ---__ ___ ___ _---- 0.20 80.30 0.00 67.04 0.22 0.20 ----- ---- ----- ----- __- __- ----- 0.20 80.40 0.00 67.04 0.22 0.20 - -- --- _---- ___ ___ --- 0.20 80.50 0.00 67.04 0.22 0.20 --- --- -- ---- ----- --- ---- 0.20 80.60 0.00 67.03 0.22 0.20 -- --- ----- --- ----- ----- ----- 0.20 80.70 0.00 67.03 0.22 0.20 ---- - -- -- ----- -- ~--- 0.20 80.80 0.00 67.03 0.22 0.20 -- ---- ----- ---- -- 0.20 80.90 0.00 67.03 0.22 0.20 ---- - - ----- -- ---- -- 0.20 81.00 0.00 67.02 0.22 0.20 -- ----- ----- -- ----_ ____ -__ 0.20 81.10 0.00 67.02 0.22 0.20 -- -- - ---- ---- ---- ---- 0.20 81.20 0.00 67.02 0.22 0.20 --- --- - -- _---_ ---- ---- 0.20 81.30 0.00 67.02 0.22 0.20 ----- ---- ---- -- ---- -- -- 0.20 81.40 0.00 6702 0.22 0.20 ----- --- -- ----- ---- ----- --- 0.20 81.50 0.00 67.01 0.22 0.20 ----- ----- -- ----_ _____ -____ ----- 0.20 81.60 0.00 67.01 0.22 0.20 --- -- ---- -- ----- --- ----- 0.20 81.70 0.00 67.01 0.22 0.20 ----- ----- -_ _____ ----- -- 0.20 81.80 0.00 67.01 0.22 0.20 ---- ----- __- _____ ---- ---- 0.20 81.90 0.00 67.00 0.22 0.20 -- --- --- --- ---- -- --- 0.20 82.00 0.00 67.00 0.22 0.20 - --- ----- ----- -- '"""- 0.20 82.10 0.00 67.00 0.22 0.20 -- --- ---- ----_ _� -_ _--- 0.20 82.20 0.00 67.00 0.21 0.20 ----- ----- -- ----- - __- ----- 0.20 82.30 0.00 66.99 0.21 0.20 ----- --- ----- ----- ---- ----- -- 0.20 82.40 0.00 66.99 0.21 0.20 ----- ----- ----- ---_ ___ _____ ___ 0.20 82.50 0.00 66.99 0.21 0.20 ---- ----- -- --- --- ____ -_ 0.20 Continues on next page... Page 15 route through basin 2 Hydrograph Discharge Table Time Inflow Elevation cCIv fs A CIv cfs cfs CIv cfs C CIv cfs D Wr cfs A Wr cfs B Wr cfs cfs Wr cfs D Exfi c s 1 O c�fsow (hrs) cfs 0.20 82.60 0.00 66.99 0.21 0.20 -- ~- -_- _-� __� 0.20 82.70 0.00 66.98 0.21 0.20 --- ---- �� -� _w 0.20 82.80 0.00 66.98 0.21 0.20 ---_ -'- -_-- -__- r_ 0.20 82.90 0.00 66.98 0.21 0.20 ---'- �'" w-- - _ 0.20 83.00 0.00 66.98 0.21 0.20 --� ^� 0.20 83.10 0.00 66.97 0.21 0.20 ----- --- '--"' _____ 0.20 83.20 0.00 66.97 0.21 0.20 "-'" __ 0.20 83.30 0.00 66.97 0.21 0.20 ----- M_ 0.20 83.40 0.00 66.96 0.21 0.20 ---- ~-- -'"" --� y~_ --_- 0.20 83.50 0.00 66.96 0.21 0.20 ---- --" -- 0.20 83.60 0.00 66.96 0.21 0.20 -- ''M_ _-_ 0.20 83.70 0.00 66.96 0.21 0.20 --- ~-_ ~' �_ �._ 0.20 83.80 0.00 66.95 0.21 0.20 ----- --- ""~ _r _ 0.20 83.90 0.00 66.95 0.21 0.20 "-"" _____ __-- 0.20 84.00 0.00 66.95 0.21 0.20 --- �' _-_ 0.20 84.10 0.00 66.95 0.21 0.20 --- �_ _ 0.20 84.20 0.00 66.94 0.21 0.20 ---- ----- -� _-_ M_ 0.20 84.30 0.00 66.94 0.21 0.20 ----- ----- ��- -�� �- 0.20 84.40 0.00 66.94 0.21 0.20 --- '�'- ___ 0.20 84.50 0.00 66.94 0.21 0.20 -- --- --. _--- 0.20 84.60 0.00 66.93 0.21 0.20 �'"` -_ 0.20 84.70 0.00 66.93 0.21 0.20 ----- '�� " w 0.19 84.80 0.00 66.93 0.21 0.19 --~ -- - 0.19 - 84.90 0.00 66.92 0.21 0.19 --- -- 0.19 - 85.00 0.00 66.92 0.21 0. - 0.19 85.10 0.00 66.92 0.21 0.19 ---- ""--_ _-� -�- 0.19 85.20 0.00 66.92 0.21 0.19 --- �' 0.19 85.30 0.00 66.91 0.21 0.19 ----- -"-" "�"" 0.19 85.40 0.00 66.91 0.21 0.19 ----- __" 0.19 85.50 0.00 66.91 0.21 0.19 --- ---- "w 0.19 85.60 0.00 66.91 0.21 0.19 ---- -'-' '-- M -� 0.19 85.70 0.00 66.90 0.21 0.19 ----- ---- -"- ----- � _ 0.19 85.80 0.00 66.90 0.21 0.19 --- -'-' "'-"" 0.19 85.90 0.00 66.90 0.21 0.19 -- --- `�'- `- w_ 0.19 86.00 0.00 66.90 0.21 0.19 --- --'-" �" 0.19 86.10 0.00 66.89 0.20 0.19 --- '--" 0.19 86.20 0.00 66.89 0.20 0.19 ----- ----- 0.19 86.30 0.00 66.89 0.20 0.19 --- ----- - 0.19 86.40 0.00 66.89 0.20 0.19 --- ~-- �� ~� _____ 0.19 86.50 0.00 66.88 0.20 0.19 ---- -'-- -"� _ _� w 0.19 86.60 0.00 66.88 0.20 0.19 ----- ----- ____ 0.19 86.70 0.00 66.88 0.20 0.19 ---- "'-' ""' � 0.19 86.80 0.00 66.87 0.20 0.19 ----- '-" -"` M _� 0.19 86.90 0.00 66.87 0.20 0.19 ----- �"'- ��� 0.19 87.00 0.00 66.87 0.20 0.19 --- --'- - -- _M_ 0.19 87.10 0.00 66.87 0.20 0.19 ---- ~--- �"' ^-- �_ _ �_ 0.19 87.20 0.00 66.86 0.20 0.19 ---- --� -� 0.19 87.30 0.00 66.86 0.20 0.19 ---- --- -'� "-` -+_-- _ 0.19 87.40 0.00 66.86 0.20 0.19 ---- ----- -"-- ____ -�- 0.19 87.50 0.00 66.86 0.20 0.19 --" _-� `� 0.19 87.60 0.00 66.85 0.20 0.19 ----- ----- --- -�-" ~-" Continues on next page... Page 16 route through basin 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D ExIIII Outflow (hrs) efs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs �_ 0.19 87.70 0.00 66.85 0.20 0.19 --- �'� _ 0.19 87.80 0.00 66.85 0.20 0.19 - �"' 0.19 87.90 0.00 66.85 0.20 0.19 '�"" -~ __ -- 0.19 88.00 0.00 66.84 0.20 0.19 ----- '-'"- --" -�-� 0.19 88.10 0.00 66.84 0.20 0.19 --- ---- '�-- _"-- _ 0.19 88.20 0.00 66.84 0.20 0.19 ----- '"'"' _____ 0.19 88.30 0.00 66.84 0.20 0.19 --- -� �- 0.19 88.40 0.00 66.83 0.20. 0.19 ----- ____ "'-"" _-_ 0.19 88.50 0.00 66.83 0.20 0.19 --- "-'� "-� 0.19 88.60 0.00 66.83 0.20 0.19 ----- ---- '�-' w w:_ 0.19 88.70 0.00 66.83 0.20 0.19 -- -- ____ "�'" w_ 0.19 88.80 0.00 66.82 0.20 0.19 -- -�' �" `-� 0.19 88.90 0.00 66.82 0.20 0.19 ---- --- -_- __� _--� 0.19 89.00 0.00 66.82 0.20 0.19 ----- "'-"" -� 0.19 89.10 0.00 66.81 0.20 0.19 -- -�- -""- 0.19 89.20 0.00 66.81 0.20 0.19 ---- ----- ""�" -""- -- 0.19 89.30 0.00 66.81 0.20 0.19 ----- 0.19 89.40 0.00 66.81 0.20 0.19 --- ---- ---- 0.19 89.50 0.00 66.80 0.20 0.19 ----- "--" _ _- __ 0.19 89.60 0.00 66.80 0.20 0.19 -- -"� ��' --- 0.19 89.70 0.00 66.80 0.20 0.19 `� �� w-_ 0.19 89.80 0.00 66.80 0.20 0.19 '-- _""� 0.19 89.90 0.00 66.79 0.20 0.19 ---- --'- ""'- -� 0.19 90.00 0.00 66.79 0.20 0.19 ---- �'"- "-"- 0.19 90.10 0.00 66.79 0.20 0.19 -�' -�- -� 0.19 90.20 0.00 66.79 0.20 0.19 --_� ___ 0.19 90.30 0.00 66.78 0.20 0.19 -- '�" ��_ -- - 0.19 90.40 0.00 66.78 0.20 0.19 - __-- ""-� 0.19 90.50 0.00 66.78 0.20 0.19 ---- -'�" '�- -- ____ 0.19 90.60 0.00 66.78 0.20 0.19 ---- ---- ""' ""'" �- 0.19 90.70 0.00 66.77 0.20 0.19 ----- -'- "� 0.19 90.80 0.00 66.77 0.20 0.19 ---- ----- -- 0.19 90.90 0.00 66.77 0.20 0.19 _ _ 0.19 91.00 0.00 66.77 0.20 0.19 __ 0.19 91.10 0.00 66.76 0.20 0.19 ---- --' 0.19 91.20 0.00 66.76 0.20 0.19 ---- - ��' "-""" _ 0.19 91.30 0.00 66.76 0.20 0.19 __� 0.19 91.40 0.00 66.76 0.20 0.19 ----- '-"- --' �__ _____ 0.19 91.50 0.00 66.75 0.20 0.19 ---- ----- -�- �"- M 0.19 91.60 0.00 66.75 0.20 0.19 --- "'-- _____ �- 0.19 91.70 0.00 66.75 0.20 0.19 ---- --- -"-" "� 0.19 91.80 0.00 66.75 0.20 0.19 __� 0.19 91.90 0.00 66.74 0.20 0.19 -- -- ""' ""� 0.19 92.00 0.00 66.74 0.20 0.19 ---- ---- �"' -"� _� �_ 0.19 92.10 0.00 66.74 0.20 0.19 --- -- �'� �__ 0.19 92.20 0.00 66.73 0.20 0.19 0.19 92.30 0.00 66.73 0.20 0.19 ----- - �_"" ____ _-- _� 0.19 92.40 0.00 66.73 0.20 0.19 ----- �-- """-" 0.19 92.50 0.00 66.73 0.20 0.19 ----- "� _ _� ___ 0.19 92.60 0.00 66.72 0.20 0.19 �"' �"' M_ 0.19 92.70 0.00 66.72 0.20 0.19 ----- -- -'�' _-' Continues on next page... route through basin 2 Page 17 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 92.80 0.00 66.72 0.20 0.19 --- --- ---- -- ---- ~-- 0.19 92.90 0.00 66.72 0.20 0.19 ----- ----- ---- --- --- _-_ __- 0.19 93.00 0.00 66.71 0.20 0.19 - ---- -- _-__ ____ 0.19 93.10 0.00 66.71 0.20 0.19 - --- ----- ---- ----- ----- --- 0.19 93.20 0.00 66.71 0.20 0.19 ----- ---- ----- -- ----- ----- 0.19 93.30 0.00 66.71 0.20 0.19 --- -- ----- ---- -__ -__ _-_- 0.19 93.40 0.00 66.70 0.20 0.19 ----- ---- ----- --- -~ ---- ---_ 0.19 93.50 0.00 66.70 0.20 0.19 ---- ---- --- ----- ----- --_-- 0.19 93.60 0.00 66.70 0.20 0.19 ----- ---- ----- --- ____ -_ _-- 0.19 93.70 0.00 66.70 0.20 0.19 --- ---- ---- ----- ---- ___ _- 0.19 93.80 0.00 66.69 0.20 0.19 ----- -_- ----- ----- ----- -~~ ~-~ 0.19 93.90 0.00 66.69 0.20 0.19 ---- ---- ----- ----- ---- ---- -~ 0.19 94.00 0.00 66.69 0.20 0.19 ---- --- ---- --- -- - 0.19 94.10 0.00 66.69 0.20 0.19 ---- ----- -- --- ___ _____ _-- 0.19 94.20 0.00 66.68 0.20 0.19 ---- -- --- --~- -- ---~ 0.19 94.30 0.00 66.68 0.20 0.19 ----- ----- -- ~-- --- ----- ---- 0.19 94.40 0.00 66.68 0.20 0.19 --- --- --- -- -- ~--- --_-- 0.19 94.50 0.00 66.68 0.20 0.19 ----- ---- -~ ---- ----- ----- ---- 0.19 94.60 0.00 66.67 0.20 0.19 ----- ----- ----- -- ---- --- ---- 0.19 94.70 0.00 66.67 0.20 0.19 --- ----- -~- ----- ----- 0.19 94.80 0.00 66.67 0.20 0.19 --- -- - -- ---- ----- ---- 0.19 94.90 0.00 66.67 0.20 0.19 ---- ----- ----- --- ____ -__ _- 0.19 95.00 0.00 66.66 0.20 0.19 ---- ---- --- ----- ----- ~--- ---- 0.19 95.10 0.00 66.66 0.20 0.19 ---- ----- -- --- ----- ---- 0.19 95.20 0.00 66.66 0.20 0.19 -- --- --~ ---~ ----- -- ---- 0.19 95.30 0.00 66.66 0.20 0.19 --=- ---- ---- _-~ ---- ~--- ---- 0.19 95.40 0.00 66.65 0.20 0.19 --- --- -- -_ - 0.1 95.50 0.00 66.65 0.20 0.19 --- ---- ----- ---- ----- ---- ----- 0.19 95.60 0.00 66.65 0.20 0.19 ---- --- ____ _-- _-_- _-- 0.19 95.70 0.00 66.65 0.20 0.19 ---- ---- -- --- -_-__ ___ -_- 0.19 95.80 0.00 66.64 0.20 0.19 -- ---- ---- -~ ---- 0.19 95.90 0.00 66.64 0.20 0.19 ---- ----- ---- ---- 0.19 96.00 0.00 66.64 0.20 0.19 --- ---- ---- - --~- -~-- -~- 0.19 96.10 0.00 66.64 0.20 0.19 ----- --- --- ---- ----- -~- ~--- 0.19 96.20 0.00 66.63 0.20 0.19 --- ---- --- ---- --- -- ----- 0.19 96.30 0.00 66.63 0.20 0.19 ----- - -_ _-_ ___ _- _ 0.19 96.40 0.00 66.63 0.20 0.19 -- ----- --- ----- ~~- ---- --~ 0.19 96.50 0.00 66.63 0.20 0.19 ----- ---- -- -~~ --~ ----- 0.19 96.60 0.00 66.62 0.20 0.19 ---- ---- - ---- --- ~- ----- 0.19 96.70 0.00 66.62 0.20 0.19 ----- --- ----- -- __- _____ --_-- 0.19 96.80 0.00 66.62 0.20 0.19 -- ----- --- ---- --- ---- -- 0.19 96.90 0.00 66.62 0.20 0.19 -- ----- ---- ----- ----- ---- --~ 0.19 97.00 0.00 66.61 0.20 0.19 - ---- -- ---- -'-" "-' ---- 0.19 97.10 0.00 66.61 0.20 0.19 ----- --- --- ---- -_-- -- 0.19 97.20 0.00 66.61 0.20 0.19 ----- -- -- ----- -- -~- -~ 0.19 97.30 0.00 66.61 0.20 0.19 -- ---- ---- ---- ----- ----- 0.19 97.40 0.00 66.60 0.20 0.19 -- -- ----- --_ _-_ ___ �- 0.19 97.50 0.00 66.60 0.20 0.19 --- ____ __.- _--- 0.19 97.60 0.00 66.60 0.20 0.19 ----- ---- -- ----- --- -- 0.19 97.70 0.00 66.60 0.20 0.19 ---- -- -- - ----- ----- ~--- 0.19 97.80 0.00 66.59 0.20 0.19 ---- ---- ----- -- ---- -~-- ~-- 0.19 Continues on next page... route through basin 2 Page 18 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 97.90 0.00 66.59 0.20 0.19 -- ----- -~- --- --- ----- 0.19 98.00 0.00 66.59 0.20 0.19 --- --- ---- ----- ---- ---- ----- 0.19 98.10 0.00 66.58 0.20 0.19 ----- --- ---- --- -- ~- --- 0.19 98.20 0.00 66.58 0.20 0.19 --- ----- ----- ---- --- --- -~- 0.19 98.30 0.00 66.58 0.20 0.19 -- --- --- -- -- ----- --- 0.19 98.40 0.00 66.58 0.20 0.19 --- --- -__- ---- __- _- _-_- 0.19 98.50 0.00 66.57 0.20 0.19 ----- ---- ~--- ----- ---- --~ 0.19 98.60 0.00 66.57 0.20 0.19 ----- ---- ----- ----- -~~ --- ----- 0.19 98.70 0.00 66.57 0.20 0.19 ---- ---- ----- -- ----- ----- 0.19 98.80 0.00 66.57 0.20 0.19 ----- --- ----- --' '-~' ~"- _-- 0.1 98.90 0.00 66.56 0.20 0.18 -- --- --- --~- ----- --~ -- 0.188 99.00 0.00 66.56 0.20 0.18 ----- --- --- -- ---- -_- 0.18 99.10 0.00 66.56 0.20 0.18 ----- ---- -- ---- ----_ _____ __-- 0.18 99.20 0.00 66.56 0.20 0.18 -- -- ---- ---- --_ -__ 0.18 99.30 0.00 66.55 0.20 0.18 --- ---- ----- -- -- ____ _- 0.18 99.40 0.00 66.55 0.20 0.18 ----- --_ -~-- --- ---- --- --~ 0.18 99.50 0.00 66.55 0.20 0.18 --- ---- ~--- --- ----- 0.18 99.60 0.00 66.55 0.20 0.18 ----- --- --- -_-- ___ __- 0.18 99.70 0.00 66.54 0.20 0.18 -- --- - ---- ---~ ---- 0.18 99.80 0.00 66.54 0.20 0.18 --- - ----- --- --- -__ -_-- 0.18 99.90 0.00 66.54 0.20 0.18 -- -- ---- --"" ---- -~-- 0.18 100.00 0.00 66.54 0.20 0.18 ----- ----- --- ____ ____ ___ ____ 0.18 100.10 0.00 66.53 0.20 0.18 ----- --~ ----- --- ----- 0.18 100.20 0.00 66.53 0.20 0.18 --- ---- -- ~--- --- ---- ~--- 0.18 100.30 0.00 66.53 0.20 0.18 --- --- 0.18 100.40 0.00 66.53 0.20 0.18 --=- ---~ ---- --- -- ----- 0.18 100.50 0.00 66.53 0.20 0.18 ----- ----- --- --_ ____ _____ -__-- 0.18 100.60 0.00 66.52 0.20 0.18 --- ---- --- ----- ----- -- ----- 0.18 100.70 0.00 66.52 0.20 0.18 -- -- -- ----- ----- -~-- --~ 0.18 100.80 0.00 66.52 0.20 0.18 ----- -- -- _-_ __- -_-- ----- 0.18 100.90 0.00 66.52 0.20 0.18 ---- ----- ~-~ ---- ---- ----- 0.18 101.00 0.00 66.51 0.20 0.18 ---- -- ----- --- ----- ----- ---- 0.18 101.10 0.00 66.51 0.20 0.18 --- --- -- --~ ---- ----- 0.18 101.20 0.00 66.51 0.20 0.18 --- ---- --- --- ~--- 0.18 101.30 0.00 66.51 0.20 0.18 -- -- -- -- --- 0.18 101.40 0.00 66.50 0.20 0.18 --- ---- -_ -- ----_ __-- 0.18 101.50 0.00 66.50 0.20 0.18 ---- --- ---- ---- ~- -- ~--- 0.18 101.60 0.00 66.50 0.20 0.18 ---- -- ----- ---- -~ ~--- --~ 0.18 101.70 0.00 66.50 0.20 0.18 ---- -- -- ~~- -- ~--- ----- 0.18 101.80 0.00 66.49 0.20 0.18 --- ---- ---- -"-- "`~ 0.18 101.90 0.00 66.49 0.20 0.18 ---- -- ---- ----- ----- ----- ----- 0.18 102.00 0.00 66.49 0.20 0.18 -- --- ----- ---- ----- 0.18 102.10 0.00 66.49 0.20 0.18 - ----- --- ---- --- _____ _____ 0.18 102.20 0.00 66.48 0.20 0.18 -- ----- -- ----- --" ~"'" 0.18 102.30 0.00 66.48 0.20 0.18 ---- ----- ---- ---- '--" --"" -- 0.18 102.40 0.00 66.48 0.20 0.18 -- ----- -- ~--- --- ---- ---- 0.18 102.50 0.00 66.48 0.20 0.18 ---- ---- --- ----- -~ ~-- 0.18 102.60 0.00 66.47 0.20 0.18 ----- --- ----- -- ~-- ----- ----- 0.18 102.70 0.00 66.47 0.20 0.18 ----- -- ---- ---- -'-'- ~-- ~- 0.18 102.80 0.00 66.47 0.20 0.18 --- ----- ----- ~- _____ _____ -__ 0.18 102.90 0.00 66.47 0.20 0.18 --- -- -- _-_ _- -- ---- 0.18 Continues on next page... route through basin 2 Page 19 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) cfs ft cfs cfs Cfs Cfs as cfs cfs Cfs Cfs cfs 103.00 0.00 66.46 0.20 0.18 -- ----- -- ---- -_- ----_ ___- 0.18 103.10 0.00 66.46 0.20 0.18 ----- ---- ----- ---_ _____ -_-- 0.18 103.20 0.00 66.46 0.20 0.18 -- ----- -- - ----- -- ----- 0.18 103.30 0.00 66.46 0.20 0.18 ----- --- --- ---- ---- --~- ----- 0.18 103.40 0.00 66.45 0.20 0.18 --- -- --- --- ---- ~- ---- 0.18 103.50 0.00 66.45 0.20 0.18 -- ----- --- ----- ---- ---_ _____ 0.18 103.60 0.00 66.45 0.20 0.18 ----- - --- ---- -- -_ -__ 0.18 103.70 0.00 66.45 0.20 0.18 ---- -- ---- ----- --~ -- ----- 0.18 103.80 0.00 66.44 0.20 0.18 ---- --- ---- --- --- --- --- 0.18 103.90 0.00 66.44 0.20 0.18 ----- -- ----- --~- 0.18 104.00 0.00 66.44 0.20 0.18 -- ----- -- --- -- ----- ---- 0.18 104.10 0.00 66.44 0.20 0.18 ----- --- ---- --- ---- --- ---~ 0.18 104.20 0.00 66.43 0.20 0.18 ----- -- ----- --- -~ -~ 0.18 104.30 0.00 66.43 0.20 0.18 ---- ----- -_- --~ ---- ---- ---- 0.18 104.40 0.00 66.43 0.20 0.18 -- --- ---- -- ----- ~- ~---' 0.18 104.50 0.00 66.43 0.20 0.18 ----- ---- ----- _�_ __ _____ �_ 0.18 104.60 0.00 66.42 0.20 0.18 -- -- --- ---- ----- ~--- -- 0.18 104.70 0.00 66.42 0.20 0.18 --- -- --- ----- ____ _____ _-_- 0.18 104.80 0.00 66.42 0.20 0.18 -- -- ---- -- -- ____ ---_ 0.18 104.90 0.00 66.42 0.20 0.18 ---- --- -___ �_ ____ _-_-- --- 0.18 105.00 0.00 66.41 0.20 0.18 ---- --- ----- ---- ---- ----- -- 0.18 105.10 0.00 66.41 0.20 0.18 ----- -- ----- ---- --- -~- --- 0.18 105.20 0.00 66.41 0.20 0.18 -- - ----- --- ----- -___ _� 0.18 105.30 0.00 66.41 0.20 0.18 ----- --- -- ----- ----- --- ---- 0.18 105.40 0.00 66.40 0.20 0.18 ----- ---- --- --- -_--_ _~~ ---- 0.18 105.50 0.00 66.40 0.20 0.18 -� ---- ----- -- --__ �_ ___-- 0.18 105.60 0.00 66.40 0.20 0.18 --- - -- -- ---- ----- ----- 0.18 105.70 0.00 66.40 0.20 0.18 ----- ---- ---- ----- ---- ---- --~- 0.18 105.80 0.00 66.39 0.20 0.18 ---- ----- --- ----- --- ---~ --- 0.18 105.90 0.00 66.39 0.20 0.18 ---- --- ----- ----- --_- _--__ _____ 0.18 106.00 0.00 66.39 0.19 0.18 ----- ----- ----- --- - ---- ---- 0.18 106.10 0.00 66.39 0.19 0.18 ----- ----- ---- ~- ----- ----- 0.18 106.20 0.00 66.38 0.19 0.18 ----- -- ----- -- ~- ----- ~-- 0.18 106.30 0.00 66.38 0.19 0.18 -- ----- --~ --- --- ----- ----- 0.18 106.40 0.00 66.38 0.19 0.18 ----- -- -- - ----- --- -- 0.18 106.50 0.00 66.38 0.19 0.18 ---- ----- ---- -- ---- --- -_- 0.18 106.60 0.00 66.38 0.19 0.18 ---- ---- ----- -- -- -- ----- 0.18 106.70 0.00 66.37 0.19 0.18 ----- -- -_ ___ _____ ___- __-_- 0.18 106.80 0.00 66.37 0.19 0.18 ---- ---- --- -- _�_ w_ _____ 0.18 106.90 0.00 66.37 0.19. 0.18 --_ ---_ ----- ----- _---- ----- _---- 0.18 107.00 0.00 66.37 0.19 0.18 ---- ----- -- ----- ----- -- ____ 0.18 107.10 0.00 66.36 0.19 0.18 ---- ---- -- _---- _- _---- ----- 0.18 107.20 0.00 66.36 0.19 0.18 --- --- -~ ---- -~ ---- 0.18 107.30 0.00 66.36 0.19 0.18 ----- --- ----- ----- --- -- ----- 0.18 107.40 0.00 66.36 0.19 0.18 -- -- -- ---- ----- -- ----- 0.18 107.50 0.00 66.35 0.19 0.18 --- ----- --- ---- ---- ----- -- 0.18 107.60 0.00 66.35 0.19 0.18 -- ----- ---- --- ----- --'-' 0.18 107.70 0.00 66.35 0.19 0.18 --- -- -- ----_ ---- -- ---- 0.18 107.80 0.00 66.35 0.19 0.18 ----- ----- -- ----- ---- - ---- 0.18 107.90 0.00 66.34 0.19 0.18 ----- ----- -_--_ _� _____ --- --- 0.18 108.00 0.00 66.34 0.19 0.18 ---- ---- --_ -- --_ ___ __-_ 0.18 Continues on next page... route through basin 2 Page 20 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Civ C Clv D Wr A Wr B Wr C Wr D Exl'i1 Outflow (hrs) cfs ft cfs cfs cfs cfs efs cfs cfs cfs cfs cfs 108.10 0.00 66.34 0.19 0.18 --- -- ---- -- ----- -- ---- 0.18 108.20 0.00 66.34 0.19 0.18 ---- ---- ----- --- ----_ ---- __- 0.18 108.30 0.00 66.33 0.19 0.18 --- ---- --- --- --- ---- -- 0.18 108.40 0.00 66.33 0.19 0.18 ---- -- ---- --- ----- --- ---- 0.18 1 108.50 0.00 66.33 0.19 0.18 ----- --- - ----- -- ____ 0.18 108.60 0.00 66.33 0.19 0.18 ---- -- ---- --- ---- -- ---- 0.18 108.70 0.00 66.32 0.19 0.18 -- -- -- --- -- --- -_-- 0.18 108.80 0.00 66.32 0.19 0.18 ----- ----- --- --- ----- ---- --- 0.18 108.90 0.00 66.32 0.19 0.18 ----- ---- --- --_ -__ ____ _-- 0.18 109.00 0.00 66.32 0.19 0.18 -- ---- --- --- ----- ---- ----- 0.18 109.10 0.00 66.31 0.19 0.18 ----- --- --- --- ---- --- ----- 0.18 109.20 0.00 66.31 0.19 0.18 -- ---- -- ____ _-_ _____ ____ 0.18 109.30 0.00 66.31 0.19 0.18 ----- ---- ____ _____ ____ -_ __--- 0.18 109.40 0.00 66.31 0.19 0.18 --- --- ---- ----- --- 0.18 109.50 0.00 66.31 0.19 0.18 ----- ----- --- --- --- --- ----_ 0.18 109.60 0.00 66.30 0.19 0.18 ---- --- ----- ---- --- ---- ----- 0.18 109.70 0.00 66.30 0.19 0.18 ----- ----- -- --- ----- ---- ---- 0.18 109.80 0.00 66.30 0.19 0.18 ----- ----_ _-__ _-_ _____ -__ __- 0.18 109.90 0.00 66.30 0.19 0.18 ---- -- _____ ___- _____ --_ _-- 0.18 110.00 0.00 66.29 0.19 0.18 0.18 110.10 0.00 66.29 0.19 0.18 ---- -- ---- -__ ____ _-_ ____ 0.18 110.20 0.00 66.29 0.19 0.18 ----- ----- ----- ----- ----- ---- --- 0.18 110.30 0.00 66.29 0.19 0.18 -- --- -- ----- --- ----- -- 0.18 110.40 0.00 66.28 0.19 0.18 --- ----- --- ---- -- ----- --- 0.18 110.50 0.00 66.28 0.18 0.18 -- ----- ----- -- --- --- ----- 0.18 110.60 0.00 66.28 0.18 0.18 -- ---- ----- ---- -- --- ----- 0.18 110.70 0.00 66.28 0.18 0.18 ---- --_ ----- ---- ___ ____ ____ 0.18 110.80 0.00 66.27 0.18 0.18 --- ----- ---- --- ----- -- 0.18 110.90 0.00 66.27 0.18 0.18 ----- --- ---- ---- -- ---- --- 0.18 111.00 0.00 66.27 0.18 0.18 --- ----- --- --_ __- __-- --_- 0.18 111.10 0.00 66.27 0.18 0.18 ----- ---- --- --- --- - --- 0.18 111.20 0.00 66.26 0.18 0.18 - --- ----- ---- --- ----- ---- 0.18 111.30 0.00 66.26 0.18 0.18 -- ----- -- ---- -- -- ____ 0.18 111.40 0.00 66.26 0.18 0.18 ---- ---- --- ---- -- ----- -- 0.18 111.50 0.00 66.26 0.18 0.18 --- ----- -- --- -- --- -- 0.18 111.60 0.00 66.26 0.18 0.18 ----- ---- ----- ----- ---- -- ----- 0.18 111.70 0.00 66.25 0.18 0.18 -- ---- --- ----- -- ---- ----- 0.18 111.80 0.00 66.25 0.18 0.18 ---- -- --- ----- -- -__ ___ _ 0.18 111.90 0.00 66.25 0.18 0.18 ---- --- ---- ---- -- --- ----- 0.18 112.00 0.00 66.25 0.18 0.18 ---- ---- -- -- --- ---- 0.18 112.10 0.00 66.24 0.18 0.18 --- ---- -_ _-_ -_ _____ ---- 0.18 112.20 0.00 66.24 0.18 0.18 0.18 112.30 0.00 66.24 0.18 0.18 0.18 112.40 0.00 66.24 0.18 0.18 ----- ----- _--- _- ---- ----- --- 0.18 112.50 0.00 66.23 0.18 0.18 - ----- --- -_--- - --- 0.18 112.60 0.00 66.23 0.18 0.18 ---- --- ---- ----- ----- -- -- 0.18 112.70 0.00 66.23 0.18 0.18 ---- ----- -__ _____ _-_ ___ --- 0.18 112.80 0.00 66.23 0.18 0.18 ----- ----- --- ----- ---- ----- -- 0.18 112.90 0.00 66.22 0.18 0.18 --_ ----- ___ _____ -__ -_ __ 0.18 113.00 0.00 66.22 0.18 0.18 ----- -- ----- --- ----- ---- --- 0.18 113.10 0.00 66.22 0.18 0.18 ---- - --__ ____ _____ ____ _____ 0.18 Continues on next page... route through basin 2 Page 21 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs efs cfs Cfs cfs cfs cis cfs cfs cfs 113.20 0.00 66.22 0.18 0.18 - ---- --- ----- ----- ----- ---- 0.18 113.30 0.00 66.21 0.18 0.18 ---- ----- -__ _- -- -_ _-- 0.18 113.40 0.00 66.21 0.18 0.17 ----- --- --- -- - ----- -- 0.17 113.50 0.00 66.21 0.18 0.17 ----- ---- ---- ----- -- ----- ----- 0.17 113.60 0.00 66.21 0.18 0.17 ---- -__ -_ __- _-- _-_- ___-- 0.17 113.70 0.00 66.21 0.18 0.17 ----- ---- ---- ---- ----- -- --- 0.17 113.80 0.00 66.20 0.18 0.17 --- --- ---- _--_ -- --- ----- 0.17 113.90 0.00 66.20 0.18 . 0.17 ----- -- --- ----- ---- -- -_ 0.17 114.00 0.00 66.20 0.18 0.17 --- ---- _____ _-_ ____ _____ _---- 0.17 114.10 0.00 66.20 0.18 0.17 ---- ---- -__ ----- -___ -_- --- 0.17 114.20 0.00 66.19 0.18 0.17 --- - - ---- ----- --- ---- 0.17 114.30 0.00 66.19 0.18 0.17 ---- -__ _____ -_ ___ __-_ ____ 0.17 114.40 0.00 66.19 0.18 0.17 --- --- ____ _____ -__ _____ _-_-- 0.17 114.50 0.00 66.19 0.18 0.17 ---- ---- ----- --__ -- _-- ----- 0.17 114.60 0.00 66.18 0.18 0.17 --- - -- --- --- -- --- 0.17 114.70 0.00 66.18 0.18 0.17 ----- - ---- --- - ---- ----- 0.17 114.80 0.00 66.18 0.18 0.17 -- --- ----- --- -- --- ____ 0.17 114.90 0.00 66.18 0.18 0.17 -___ _-_ ____ -__ -- ---- 0.17 115.00 0.00 66.17 0.18 0.17 --- -- - ---- ---- ----- ----- 0.17 115.10 0.00 66.17 0.18 0.17 ---- ---- -__ -_- ___ _____ _____ 0.17 115.20 0.00 66.17 0.18 0.17 ----- ---- -- ____ -__ _- ___ 0.17 115.30 0.00 66.17 0.18 0.17 ---- ----_ _-_ ____ _-__ -__ __-- 0.17 115.40 0.00 66.17 0.18 0.17 ----- ----- ---- ---- -- ---- ---- 0.17 115.50 0.00 66.16 0.18 0.17 --- --- ---- ----- --- ---- ---- 0.17 115.60 0.00 66.16 0.18 0.17 -___ -___ -___ -__ _-_ __- ___ 0.17 115.70 0.00 66.16 0.18 0.17 -- ----- ----- --_ -_ _ __- -- 0.17 115.80 0.00 66.16 0.18 0.17 -- -- --- ---- ----- ---- ---- 0.17 115.90 0.00 66.15 0.18 0.17 ----- --- ---- ---- ---- --- -- 0.17 116.00 0.00 66.15 0.18 0.17 -- ----- ----- --- ----- -- ----- 0.17 116.10 0.00 66.15 0.18 0.17 ---- ----- -- --- --- ----- -- 0.17 116.20 0.00 66.15 0.18 0.17 -- -- --- ---- ----- -- --- 0.17 116.30 0.00 66.14 0.18 0.17 --- ----- - --- -- _---- --- 0.17 116.40 0.00 66.14 0.18._ 0.17 ---- ---- -- - ----- -- ---- 0.17 116.50 0.00 66.14 0.18 0.17 -- - --- ----- ---- --- ---- 0.17 116.60 0.00 66.14 0.18 0.17 --- ----- - --- -- --- 0.17 116.70 0.00 66.13 0.18 0.17 ----- ---- ----- ----- --- ---- ----- 0.17 116.80 0.00 66.13 0.18 0.17 --- ---- -- ----- --- --- ---- 0.17 116.90 0.00 66.13 0.18 0.17 ----- ----- - - ----- -- ---- 0.17 117.00 0.00 66.13 0.18 0.17 --- - -- --- -- ---- --- 0.17 117.10 0.00 66.13 0.18 0.17 ----- ----- ---- ---- --- -- 0.17 117.20 0.00 66.12 0.18 0.17 ----- - -- -- ----- ----- 0.17 117.30 0.00 66.12 0.18 0.17 ----- ----- ----- - --- ----- ---- 0.17 117.40 0.00 66.12 0.18 0.17 -- - -- - --- - -- 0.17 117.50 0.00 66.12 0.18 0.17 ----- ----_ _- __- _____ _____ _-__ 0.17 117.60 0.00 66.11 0.18 0.17 -- - - ---- ----- ---- -_- 0.17 117.70 0.00 66.11 0.18 0.17 ---- -- ----- ----- - -- ---_ 0.17 117.80 0.00 66.11 0.18 0.17 ---- - --- ---- --- - -- 0.17 117.90 0.00 66.11 0.18 0.17 -- ---- --- --- - - ---- ---- 0.17 118.00 0.00 66.10 0.18 0.17 --- ----- ----- ----- -- ----- --- 0.17 118.10 0.00 66.10 0.18 0.17 --- -- - - ----- ----- --- 0.17 118.20 0.00 66.10 0.18 0.17 ---- ----- -__ ____ ____ _____ __- 0.17 Continues on next page... route through basin 2 Page 22 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs efs cfs cfs cfs cfs cfs cfs cfs 118.30 0.00 66.10 0.18 0.17 --- ----- ----- --- ----- ----- ----- 0.17 118.40 0.00 66.10 0.18 0.17 ---- -- ----- ---- ----- --~_ 0.17 118.50 0.00 66.09 0.18 0.17 ----- -- - ~-- ---~ 0.17 118.60 0.00 66.09 0.18 0.17 ----- ----- ----- --- ---~ -~ ---~ 0.17 118.70 0.00 66.09 0.18 0.17 --- --- ----- -~~ ~- ~~_ -~ 0.17 118.80 0.00 66.09 0.18 0.17 ----- ----- ----- ---- _�_ ___ 0.17 118.90 0.00 66.08 0.18 0.17 ---- -- ---- _- ____ -____ --- 0.17 119.00 0.00 66.08 0.18 0.17 --- ----- ----- _---- ____ -____ __--- 0.17 119.10 0.00 66.08 0.18 0.17 --- -~- ---- --~ - --~ 0.17 119.20 0.00 66.08 0.18 0.17 --- ---- ____ ___ __� ___- 0.17 119.30 0.00 66.07 0.18 0.17 ---- ----- --_ ~--- ----- -~ ----- 0.17 119.40 0.00 66.07 0.18 0.17 ----- ---- ---- ---- --~- ---- --- 0.17 119.50 0.00 66.07 0.18 0.17 ---- --- -- -- ~--- ----- 0.17 119.60 0.00 66.07 0.18 0.17 --- ----- ---- _---- _�_ _ _-_- 0.17 119.70 0.00 66.07 0.18 0.17 ----- -- ----- ---- --- ----- --- 0.17 119.80 0.00 66.06 0.1.8 0.17 ----- ---- ---- --- ____ ____ ___ 0.17 119.90 0.00 66.06 0.18 0.17 ---- ----- ----- ----- ----- ----- -- 0.17 120.00 0.00 66.06 0.18 0.17 ----- ----- --__ _�_ �__ ____ 0.17 120.10 0.00 66.06 0.18 0.17 -- --- -- ___ ___. �__ ___- 0.17 120.20 0.00 66.05 0.18 0.17 --~- ---- ---- ----- ----- ---- ----- 0.17 120.30 0.00 66.05 0.18 0.17 ---- ---- ----- ----- ~--- ----- ~--- 0.17 120.40 0.00 66.05 0.18 0.17 ----- ---- ---- --- -~-- -~-- ---- 0.17 120.50 0.00 66.05 0.18 0.17 --- ---- -- ----- --- ----- 0.17 120.60 0.00 66.04 0.18 0.17 ----- ----- ---- _�_ ____ _____ 0.17 120.70 0.00 66.04 0.18 0.17 --- ----- --- ---- --_ _____ __� 0.17 120.80 0.00 66.04 0.18 0.17 ---- --- -~-- -_--- - -- ---~ 0.17 120.90 0.00 66.04 0.18 0.17 ---- -- --- -- ~--- --- ~--- 0.17 121.00 0.00 66.04 0.18 0.17 ----- ----- -- ----- --- ----- --~ 0.17 121.10 0.00 66.03 0.18 0.17 ---- -- ---- ----- --- --~ ----- 0.17 121.20 0.00 66.03 0.18 0.17 ----- _� _____ _� �__ -� --- 0.17 121.30 0.00 66.03 0.18 0.17 ---- ----- -- -- ----- ----- ----- 0.17 121.40 0.00 66.03 0.18 0.17 ----- -- ----- ---- ---- ----- 0.17 121.50 0.00 66.02 0.18 0.17 --- -- --- ---- ---- ---- ~- 0.17 121.60 0.00 66.02 0.18 0.17 ---- ---- ---- --~- ----- -~- 0.17 121.70 0.00 66.02 0.18 0.17 --- -- ----- -- -__ _w ----- 0.17 121.80 0.00 66.02 0.18 0.17 -- -- ----- ----- ~~- ---- ----- 0.17 121.90 0.00 66.01 0.18 0.17 ----- -- ---- ---- _- ___ �_ 0.17 122.00 0.00 66.01 0.18 0.17 ---- ---- ----- ---- -~ ---~ ---- 0.17 122.10 0.00 66.01 0.18 0.17 -- -- ----- -_ ----- - --- 0.17 122.20 0.00 66.01 0.18 0.17 --- --- - ____ �_ __-_ --- 0.17 122.30 0.00 66.01 0.18 0.17 - ---- ----- -- - --~ ---- 0.17 122.40 0.00 66.00 0.18 0.17 ---- ----- - ----- ----- ----- --~- 0.17 122.50 0.00 66.00 0.18 0.17 ----- ---- --- - ____ __� _~_ 0.17 122.60 0.00 66.00 0.18 0.17 -- ----- 0.17 122.70 0.00 66.00 0.18 0.17 ---- --- -- ----- --- ---- ---- 0.17 122.80 0.00 65.99 0.18 0.17 ~--- ---- ---- --~ --- --'- -~- 0.17 122.90 0.00 65.99 0.18 0.17 ---- --- __r _____ __� _____ -____ 0.17 123.00 0.00 65.99 0.18 0.17 ---- ---- ----- -~ ----_ _____ ___~ 0.17 123.10 0.00 65.99 0.18 0.17 --- --- ---- ----- --~ --- ---- 0.17 123.20 0.00 65.99 0.18 0.17 ----- ---- ---- ---- ----- ----- ~--- 0.17 123.30 0.00 65.98 0.18 0.17 ----- --- -- ----- __� __- ----- 0.17 Continues on next page... route through basin 2 Page 23 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) efs ft cfs cfs cfs cfs efs cfs cfs cfs cfs cfs 123.40 0.00 65.98 0.18 0.17 --- ---- -- --- -- --- 0.17 123.50 0.00 65.98 0.18 0.17 -- ---- --- -- _-_ _____ _� 0.17 123.60 0.00 65.98 0.18 0.17 ---- ----- ---- ---- -- ---- -- 0.17 123.70 0.00 65.97 0.18 0.17 ---- ---- ---- ----- ---- ---- --- 0.17 123.80 0.00 65.97 0.18 0.17 --- ---- -- ---- - _ ---- ---- 0.17 123.90 0.00 65.97 0.18 0.17 ---- ---- -- -- - ---- ----- 0.17 124.00 0.00 65.97 0.18 0.17 - ----- - ---- ----- -- ---- 0.17 124.10 0.00 65.96 0.18 0.17 ----- ----- ----- ---- ---- ----- ---- 0.17 124.20 0.00 65.96 0.18 0.17 ----- -- -- -- ____ _____ ___-- 0.17 124.30 0.00 65.96 0.18 0.17 ----- ---- ---- ----- ---- --- ---- 0.17 124.40 0.00 65.96 0.18 0.17 ---- ---- ----- --- ---- --- --- 0.17 124.50 0.00 65.96 0.18 0.17 ---- ---- ---- ---- --_ ---_ _� 0.17 124.60 0.00 65.95 0.18 0.17 --- ----- ___ _w_ ____ _____ __� 0.17 124.70 0.00 65.95 0.18 0.17 ----- ----- --- ---- ---- ----- ----- 0.17 124.80 0.00 65.95 0.18 0.17 ---- ----- ---- ----- -__ ____ 0.17 124.90 0.00 65.95 0.18 0.17 ----- -- ----- ---- --- ----- ---- 0.17 125.00 0.00 65.94 0.18 0.17 ---- --- -- ---- --- --- ---- 0.17 125.10 0.00 65.94 0.18 0.17 ---- --- ----- -- ---- ----- 0.17 125.20 0.00 65.94 0.18 0.17 -- --- ---- ---- --- -- -- 0.17 125.30 0.00 65.94 0.18 0.17 ----- ---- ----- ----- --- --- ---" 0.17 125.40 0.00 65.94 0.18 0.17 -_- ___ �__ ____ __� _� w__ 0.17 125.50 0.00 65.93 0.18 0.17 ----- -- -- ----- ---- --- ----- 0.17 125.60 0.00 65.93 0.18 0.17 ---- - --- - ---- --- --- 0.17 125.70 0.00 65.93 0.18 0.17 - ---- ----- ----- -- ---- ----- 0.17 125.80 0.00 65.93 0.18 0.17 ----- --- -- --- ---- ----- - 0.17 125.90 0.00 65.92 0.18 0.17 --- ----- ----- ----- ----- -- ----- 0.17 126.00 0.00 65.92 0.18 0.17 ---- --- ----- -- ----- - ---- 0.17 126.10 0.00 65.92 0.18 0.17 ---- ---- ---- ----- __� _�_ _w 0.17 126.20 0.00 65.92 0.18 0.17 ----- ---- --- -- ---- --- ____ 0.17 126.30 0.00 65.92 0.18 0.17 --- ----- ---- ---- --- ---- 0.17 126.40 0.00 65.91 0.18 0.17 --- ----- -- -- --- ----- --- 0.17 126.50 0.00 65.91 0.18 0.17 ---- ----- ----- ----- --- --- ---- 0.17 126.60 0.00 65.91 0.18 0.17 -- ---- --- ---- --- ---- --- 0.17 126.70 0.00 65.91 0.18 0.17 --- ----- ---- _w_ ____ ___ _____ 0.17 126.80 0.00 65.90 0.18 0.16 -- ---- ---- -- ____ M_ _____ 0.16 126.90 0.00 65.90 0.18 0.16 -- ----- _---- _---- ____ _� -�- 0.16 127.00 0.00 65.90 0.18 0.16 -- ----- --- --- --- ____ _____ 0.16 127.10 0.00 65.90 0.18 0.16 -- --- ----- --- -- ----- ---- 0.16 127.20 0.00 65.90 0.18 0.16 -- -- -- - -- - ----- 0.16 127.30 0.00 65.89 0.18 0.16 -- --- ---- -- ---- ---- --- 0.16 127.40 0.00 65.89 0.18 0.16 ---- -- ----- -- ---- ----- -- 0.16 127.50 0.00 65.89 0.18 0.16 ----- --- ----- ----- ---- --- ---- 0.16 127.60 0.00 65.89 0.18 0.16 ----- -- -- ----- ----- ----- ---- 0.16 127.70 0.00 65.88 0.18 0.16 -- ----- ----- ----- ---- ----- --- 0.16 127.80 0.00 65.88 0.18 0.16 --- -- -_ _____ _� _� -- 0.16 127.90 0.00 65.88 0.18 0.16 ---- --- ---- --_ �__ _____ ___ 0.16 128.00 0.00 65.88 0.18 0.16 0.16 128.10 0.00 65.88 0.18 0.16 ----- -- -- --- __ - _____ ____ 0.16 128.20 0.00 65.87 0.18 0.16 --- --_ �_ _____ ____ ___ �__ 0.16 128.30 0.00 65.87 0.18 0.16 ----- --- ---- ---- -- -- ---- 0.16 128.40 0.00 65.87 0.18 0.16 - ----- -- -- ----- ----- ----- 0.16 Continues on next page... route through basin 2 Page 24 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 128.50 0.00 65.87 0.18 0.16 ----- ---- -- --- ----- -- -- 0.16 128.60 0.00 65.86 0.18 0.16 ----- ----- ---- --- -- ----- --- 0.16 128.70 0.00 65.86 0.18 0.16 -- ----- -- - ___ ____ _____ 0.16 128.80 0.00 65.86 0.18 0.16 ---- ----- ----- -- ----- ----- -- 0.16 128.90 0.00 65.86 0.18 0.16 --- ---- ----- -- ----- ---- -- 0.16 129.00 0.00 65.86 0.18 0.16 0.16 129.10 0.00 65.85 0.18 0.16 ----- ----- --- -- -_- -- - 0.16 129.20 0.00 65.85 0.18 0.16 --- -- --- ---- --- ---- ---- 0.16 129.30 0.00 65.85 0.18 0.16 ----- --- --- -- ----- -- -- 0.16 129.40 0.00 65.85 0.18 0.16 -- ---- _- ____ _- ____ ____ 0.16 129.50 0.00 65.84 0.18 0.16 ---- ----- -- ----- ---- ----- ---- 0.16 129.60 0.00 65.84 0.18 0.16 -- - -- --- -- ---- --- 0.16 129.70 0.00 65.84 0.18 0.16 -- ---- ----- --- -- ---- -- 0.16 129.80 0.00 65.84 0.18 0.16 0.16 129.90 0.00 65.84 0.18 0.16 -- -- --- --- ----- ---- --- 0.16 130.00 0.00 65.83 0.18 0.16 ----- ----- ----- -_ -_ -_ __- 0.16 130.10 0.00 65.83 0.18 0.16 ----- ---- -- -- --- --- --- 0.16 130.20 0.00 65.83 0.18 0.16 ----- -- ----- -- ----- -- ----- 0.16 130.30 0.00 65.83 0.18 0.16 -- -- ____ _____ ___ _____ ____ 0.16 130.40 0.00 65.82 0.18 0.16 ----- --- -- -- ---- ---- -- 0.16 130.50 0.00 65.82 0.18 0.16 --- --- -- --- ----- --- --- 0.16 130.60 0.00 65.82 0.18 0.16 ----- ----- --- --- --_. ____ ___ 0.16 130.70 0.00 65.82 0.18 0.16 --- --- ---- ---- --_ ____ _____ 0.16 130.80 0.00 65.82 0.18 0.16 --- ----- --- --- --_ ____ ____ 0.16 130.90 0.00 65.81 0.18 0.16 ----- --- ---- --- ----- -- --- 0.16 131.00 0.00 65.81 0.18 0.16 ---=- -- -- ----- - --- ---- 0.16 131.10 0.00 65.81 0.18 0.16 - -- ----- ---- -- - ---- 0.16 131.20 0.00 65.81 0.18 0.16 ---- --- --- --- ----- -- ----- 0.16 131.30 0.00 65.80 0.18 0.16 --- ---- --- -- --- ---- ----- 0.16 131.40 0.00 65.80 0.18 0.16 -- --- -- -- -- ----- ----- 0.16 131.50 0.00 65.80 0.18 0.16 ----- ----_ _-_ -_ ___ ___ _-_ 0.16 131.60 0.00 65.80 0.18 0.16 ---- ----- ----- -- --- -- -- 0.16 131.70 0.00 65.80 0.18 0.16 - -- --- -- ---- ----- --- 0.16 131.80 0.00 65.79 0.18 0.16 --- --- ----- --- ---- --- -- 0.16 131.90 0.00 65.79 0.18 0.16 ----- -- ---- --- ----- -- ----- 0.16 132.00 0.00 65.79 0.18 0.16 --- --- ----- __- ____ _- 0.16 132.10 0.00 65.79 0.18 0.16 ---- ----- ----- ----- -- -- ----- 0.16 132.20 0.00 65.79 0.18 0.16 ----- ----- -- ----- ---- --- ----- 0.16 132.30 0.00 65.78 0.18 0.16 ---- ---- --- --- ----- ----- - 0.16 132.40 0.00 65.78 0.18 0.16 ----- --- ---- ----- ----- --- 0.16 132.50 0.00 65.78 0.18 0.16 0.16 132.60 0.00 65.78 0.18 0.16 ----- -- ___ -_ ___ _____ ___ 0.16 132.70 0.00 65.77 0.18 0.16 -- --- ---- -- -- --- 0.16 132.80 0.00 65.77 0.17 0.16 ---- --- --- -- ---- ----- -- 0.16 132.90 0.00 65.77 0.17 0.16 - --- --- ---- ---- --- -- 0.16 133.00 0.00 65.77 0.17 0.16 ----- --- ----- -- -- ----- ----- 0.16 133.10 0.00 65.77 0.17 0.16 - ----- --- -- --- --- -- 0.16 133.20 0.00 65.76 0.17 0.16 ----- ----- -- ---- ---- ----- ----- 0.16 133.30 0.00 65.76 0.17 0.16 -- -- --- ----- ----- ----- - 0.16 133.40 0.00 65.76 0.17 0.16 ----- -- --- ---- ---- ----- -- 0.16 133.50 0.00 65.76 0.17 0.16 --- -- ---- ----- --- -- ----- 0.16 Continues on next page... Page 25 route through basin 2 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 133.60 0.00 65.75 0.17 0.16 ----- ----- -- --- ---- ~--- 0.16 133.70 0.00 65.75 0.17 0.16 ---- ---- ----- ----- --- 0.16 133.80 0.00 65.75 0.17 0.16 --- ---- --~ --~ -- 0.16 133.90 0.00 65.75 0.17 0.16 --- -- ----- ----- ---- -- 0.16 134.00 0.00 65.75 0.17 0.16 ----- ----- - ---- -- 0.16 134.10 0.00 65.74 0.17 0.16 ----- -- ---- ---- --- 0.16 134.20 0.00 65.74 0.17 0.16 ---- -- -- ---- -__ -_-- 0.16 134.30 0.00 65.74 0.17 0.16 --- --- ----- -- --- --- ---- 0.16 134.40 0.00 65.74 0.17 0.16 ---- ----- --~ -- ---- ---- - 0.16 134.50 0.00 65.74 0.17 0.16 -- ----- -- ---- - ---- 0.16 134.60 0.00 65.73 0.17 0.16 -- ----- -- ---- ---- 0.16 134.70 0.00 65.73 0.17 0.16 ---- ----- ----- -- ---- 0.16 134.80 0.00 65.73 0.17 0.16 ---- -- ----- ----- ----- ----- 0.16 134.90 0.00 65.73 0.17 0.16 ----- -- ----- -- ----- ---- 0.16 135.00 0.00 65.72 0.17 0.16 --- --- - --- ----- ----- 0.16 135.10 0.00 65.72 0.17 0.16 ----- - ----- --- ----- ----- ---- 0.16 135.20 0.00 65.72 0.17 0.16 ---- --- ----- ____ 0.16 135.30 0.00 65.72 0.17 0.16 ----- ---- ---- --- _-_ _____ 0.16 135.40 0.00 65.72 0.17 0.16 -- -- ---- - ---- --__ ~-_ 0.16 135.50 0.00 65.71 0.17 0.16 ----- ----- ----- -- ---- ---- 0.16 135.60 0.00 65.71 0.17 0.16 -- -- ----- ---- -~~ -- ---- 0.16 135.70 0.00 65.71 0.17 0.16 ----- --- ---- ---__ -__ -_ 0.16 135.80 0.00 65.71 0.17 0.16 -- --~- ----- ---- ---- 0.16 135.90 0.00 65.71 0.17 0.16 ---- ----- ----- ----- ---_ ___ ___-- 0.16 136.00 0.00 65.70 0.17 0.16 ---- --- -- ---- ---- - --- 0.16 136.10 0.00 65.70 0.17 0.16 -- ---- ----- ----- ----- ----- ~- 0.16 136.20 0.00 65.70 0.17 0.16 ----- ----- ----- ----- -~ ---- --- 0.16 136.30 0.00 65.70 0.17 0.16 ---- ----- ---- ~--- ---- ----- ----- 0.16 136.40 0.00 65.69 0.17 0.16 -- -- ----- --- --- ~-- -- 0.16 136.50 0.00 65.69 0.17 0.16 -- -- --- -- ----- -- 0.16 136.60 0.00 65.69 0.17 0.16 - ---- ----- ---- ---- 0.16 136.70 0.00 65.69 0.17 0.16 ---- ___ _- _-_- ----- 0.16 136.80 0.00 65.69 0.17 0.16 -- -- -- --- ---- _--- _---- 0.16 136.90 0.00 65.68 0.17 0.16 ----- ---- -- ----- ---- --- 0.16 137.00 0.00 65.68 0.17 0.16 ---- -- -- ---- -- --- 0.16 137.10 0.00 65.68 0.17 0.16 -- --- --- ---- ----- --- -- 0.16 137.20 0.00 65.68 0.17 0.16 ---- ---- -- ---- --~ -- ----- 0.16 137.30 0.00 65.68 0.17 0.16 ----- ---- -- --- ---- -~~ 0.16 137.40 0.00 65.67 0.17 0.16 --- - - -- --- -- ---- 0.16 137.50 0.00 65.67 0.17 0.16 ----- -- ----- ----- _- 0.16 137.60 0.00 65.67 0.17 0.16 - -- - ___ _____ -- 0.16 137.70 0.00 65.67 0.17 0.16 --- ----- ----- ---- ----- 0.16 137.80 0.00 65.66 0.17 0.16 ----- ---- ----- ---- ----- ---- -- 0.16 137.90 0.00 65.66 0.17 0.16 ----- ---- ----- ---- --- ---- 0.16 138.00 0.00 65.66 0.17 0.16 ----- -- -- ----- -- ____ _-- 0.16 138.10 0.00 65.66 0.16 0.16 -- --- ----- ----- --_ --- ----- 0.16 138.20 0.00 65.66 0.16 0.16 ----- - --- ----- - ----- ----- 0.16 138.30 0.00 65.65 0.16 0.16 ----- - -- - 0.16 138.40 0.00 65.65 0.16 0.16 ----- ----- ---- --- --- ----- ----- 0.16 138.50 0.00 65.65 0.16 0.16 ----- --- ---- ---- ---- ---- 0.16 138.60 0.00 65.65 0.16 0.16 ----- --- ----- ---- ---- ---- ---- 0.16 Continues on next page... route through basin 2 Page 26 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs efs cfs cfs 138.70 0.00 65.65 0.16 0.16 -- ----- --- ----- --- ----- ----- 0.16 138.80 0.00 65.64 0.16 0.16 ---- ---- ---- __� _� 0.16 138.90 0.00 65.64 0.16 0.16 ----- -- ----- ----- --- --- ----- 0.16 139.00 0.00 65.64 0.16 0.16 -- -- --- -- ---- --- ---- 0.16 139.10 0.00 65.64 0.16 0.16 ----- ---- ---- --~ _ _� _---- 0.16 139.20 0.00 65.63 0.16 0.16 ----- ---- ----- --- ---- 0.16 139.30 0.00 65.63 0.16 0.16 --- --- --- --- ---- ----- ~- 0.16 139.40 0.00 65.63 0.16 0.16 ---- --- -- ----- --- ---- ----- 0.16 139.50 0.00 65.63 0.16 0.16 -- --- --- -- --- 0.16 139.60 0.00 65.63 0.16 0.16 ---- -- --- -~- ----- ---- --- 0.16 139.70 0.00 65.62 0.16 0.16 ----- ----- -- ----- --- 0.16 139.80 0.00 65.62 0.16 0.16 ---- ----- ---- ---- ---- --- 0.16 139.90 0.00 65.62 0.16 0.16 ---- ----- ---- ---- --_ ____ 0.16 140.00 0.00 65.62 0.16 0.16 -- ----- ----- --- ----- --~ 0.16 140.10 0.00 65.62 0.16 0.16 ----- ---- -- -- ---- -- ----- 0.16 140.20 0.00 65.61 0.16 0.16 ----- --- -- ---- --- ----- ---- 0.16 140.30 0.00 65.61 0.16 0.16 ----- ----- -- - --- ---- 0.16 140.40 0.00 65.61 0.16 0.16 ----- ---- ---- ---- -- --- 0.16 140.50 0.00 65.61 .0.16 0.16 -- ----- --- -- ---- -- -~-- 0.16 140.60 0.00 65.61 0.16 0.16 ----- -- ----- ----- _�_ _-_- 0.16 140.70 0.00 65.60 0.16 0.16 ----- --- ----- ----- --- ----- ----- 0.16 140.80 0.00 65.60 0.16 0.16 -- --- -- ----- ----- --- --- 0.16 140.90 0.00 65.60 0.16 0.16 ---- ---- --- ---- ----- --- 0.16 141.00 0.00 65.60 0.16 0.16 ----- -- ---- ----- -- ---- _-___ 0.16 141.10 0.00 65.59 0.16 0.16 --- --- --- ____ _____ ___-- --- 0.16 141.20 0.00 65.59 0.16 0.16 - ----- ----- - --- --- ---- 0.16 141.30 0.00 65.59 0.16 0.16 -- ----- ----- ----- ---~ ----- --- 0.16 141.40 0.00 65.59 0.16 0.16 ----- ----- ----- ----- -_ -_-- ---- 0.16 141.50 0.00 65.59 0.16 0.15 ---- -- ----- -- ----- -- ~--- 0.15 141.60 0.00 65.58 0.16 0.15 ---- ----- --- ----- -- ----- ---- 0.15 141.70 0.00 65.58 0.16 0.15 -- ----- -__ _� ___ ____ -- 0.15 141.80 0.00 65.58 0.16 0.15 ----- - ----- -- ---- 0.15 141.90 0.00 65.58 0.16 0.15 ----- ---- ----- ----- ----- ----- --- 0.15 142.00 0.00 65.58 0.16 0.15 ----- ----- --- - ---- -- ---" 0.15 142.10 0.00 65.57 0.16 0.15 -- ---- ---- ---- ----- ----- ----- 0.15 142.20 0.00 65.57 0.16 0.15 ----- -- ---- ----- ----- -- 0.15 142.30 0.00 65.57 0.16 0.15 - ---- -- - ---- - 0.15 142.40 0.00 65.57 0.16 0.15 --- ----- ----- -_- ---_ -^ ----- 0.15 142.50 0.00 65.57 0.16 0.15 ----- ----- -- ---- ----- ---- -~~ 0.15 142.60 0.00 65.56 0.16 0.15 ---- ----- -- -- --- -- 0.15 142.70 0.00 65.56 0.16 0.15 ----- - --- -- ----- ---- ----- 0.15 142.80 0.00 65.56 0.16 0.15 ---- ----- --- ----- --- ---- 0.15 142.90 0.00 65.56 0.16 0.15 ---- ----- --_ ---- - ---- --- 0.15 143.00 0.00 65.58 0.16 0.15 ----- ----- ~--- ----- ----- ----- 0.15 143.10 0.00 65.55 0.16 0.15 ----- ---- - ----- --- ---- ---- 0.15 143.20 0.00 65.55 0.16 0.15 ----- ----- --- --- ----- ---- 0.15 143.30 0.00 65.55 0.16 0.15 -- ----- -- ----- -- - ---- 0.15 143.40 0.00 65.55 0.16 0.15 ---- ---- ---- --- ---- ---- ----- 0.15 143.50 0.00 65.54 0.16 0.15 -- --- -- --- ----- ----- --- 0.15 143.60 0.00 65.54 0.16 0.15 --- ---- --- _--- ----- __-- ----- 0.15 143.70 0.00 65.54 0.16 0.15 -- ---- ---- _____ -____ --- _--- 0.15 Continues on next page... route through basin 2 Page 27 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs efs cfs cfs 143.80 0.00 65.54 0.16 0.15 —_— ____ —_— ____ __� _-- —� 0.15 143.90 0.00 65.54 0.16 0.15 ----- ---- ---- --- ----- --'-' ----- 0.15 144.00 0.00 65.53 0.16 0.15 --- ---- ---- -- --- --- --- 0.15 ...End Hydrograph Report Page Hydraflow Hydrographs by Intelisolve Hyd. No. 3 route through basin 2 Hydrograph type = Reservoir Peak discharge = 2.26 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyd. No. = 2 Reservoir name = pond 2 Max. Elevation = 71.55 ft Max. Storage = 255,479 cuft Storage Indication method used. Outflow hydrograph volume=255,636 cult Hydrograph Discharge Table Time Inflow Elevation Clv A CIv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l . Outflow (hrs) efs ft efs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.70 41.70 68.77 0.72 0.22 0.49 -- -- ----- -- -- -- 0.72 12.80 33.22 69.16 0.87 0.23 0.64 -- - --- -__ -__ __- 0.87 12.90 24.94 69.44 0.96 0.23 0.73 0.96 13.00 18.83 69.65 1.03 0.24 0.79 ----- -- ---- -- -- ---- 1.03 13.10 15.25 69.81 1.07 0.24 0.83 --- --- --- --- --_ ---- 1.07 13.20 12.78 69.93 1.11 0.24 0.86 ---- ---- --- ---- ---- ----- 1.11 13.30 11.20 70.04 1.14 0.25 0.89 -- - ---- ----- ----- ----- 1.14 13.40 10.24 70.13 1.16 0.25 0.91 -- --- - --- -- --- 1.16 13.50 9.61 70.22 1.18 0.25 0.93 ----- ---- ---- ---- ----- ----- 1.18 13.60 9.09 70.30 1.20 0.25 0.95 ---- ---- ---- ---- ---- ---- 1.20 13.70 8.68 70.38 1.22 0.25 0.97 --- --- --- ----- ----- -- 1.22 13.80 8.33 70.45 1.24 0.26 0.98 ----- -- ---- ----- ---- --- 1.24 13.90 8.02 70.52 1.26 0.26 1.00 - --- -- ---- --- --- 1.25 14.00 7.73 70.58 1.27 0.26 1.01 - ---- -___ _- _____ __-- 1.27 14.10 7.43 70.65 1.29 0.26 1.02 ----- -- ----- --- --- -- 1.28 14.20 7.15 70.70 1.30 0.26 1.04 ----- ---- ---- --_ -__ _- 1.30 14.30 6.89 70.76 1.31 0.26 1.05 --- -- - - ---- ---- 1.31 14.40 6.65 70.81 1.32 0.26 1.06 ----- --- ----- -- --- ---- 1.32 14.50 6.44 70.87 1.34 0.26 1.07 -- -- ---- -- ---- -- 1.33 14.60 6.25 70.92 1.35 0.27 1.08 ----- -- -- --- ---- ---- 1.35 14.70 6.09 70.96 1.36 0.27 1.09 ----- - -- --- ---- --- 1.36 14.80 5.93 71.01 1.37 0.27 1.10 0.01 --- ----- -- ---- 1.37 14.90 5.79 71.05 1.41 0.27 1.11 0.03 -_ _____ _____ _____ -_- 1.41 15.00 5.64 71.08 1.44 0.27 1.11 0.06 -- -- --- ---- ---- 1.44 15.10 5.50 71.12 1.47 0.27 1.12 0.08 --- --- --- ---- --- 1.47 15.20 5.35 71.15 1.50 0.27 1.13 0.11 ---- -- ___ ____ _-_ 1.50 15.30 5.20 71.19 1.53 0.27 1.13 0.13 ---- - -- ----- ----- 1.53 15.40 5.05 71.22 1.58 0.27 1.14 0.17 --- -- -__ ___ ____ 1.58 15.50 4.91 71.25 1.64 0.27 1.14 0.22 -- - -- ----- ---- 1.64 15.60 4.76 71.27 1.69 0.27 1.15 0.27 ---- ---- --- --- --- 1.69 15.70 4.61 71.30 1.74 0.27 1.15 0.31 -- ---- - ---- --- 1.74 15.80 4.46 71.32 1.79 0.27 1.16 0.35 ---- ----- --- --- ----- 1.78 15.90 4.31 71.35 1.83 0.27 1.16 0.39 -- ----- ---- ----- ----- 1.83 16.00 4.16 71.37 1.87 0.27 1.17 0.43 ---- ----- --- ____ ___ 1.87 16.10 4.01 71.38 1.91 0.27 1.17 0.46 ----- - --- -- 1.90 16.20 3.86 71.40 1.94 0.27 1.17 0.49 - -- -- ---- -- 1.94 16.30 3.73 71.42 1.97 0.28 1.18 0.52 ---- --- --- ---- ---- 1.97 16.40 3.61 71.43 2.01 0.28 1.18 0.55 --- ----- ---- ____ ___ 2.00 Continues on next page... route through basin 2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) efs ft cfs efs cfs efs eft efs efs efs efs cfs 16.50 3.51 71.45 2.03 0.28 1.18 0.58 ----- ----- ----- ---- ----- 2.03 16.60 3.42 71.46 2.06 0.28 1.18 0.60 ----- -- -'" 2.06 16.70 3.35 71.47 2.08 0.28 1.19 0.62 - --- ----- ----- 2.08 16.80 3.27 71.48 2.11 0.28 1.19 0.64 --- ----- ____ ---- 2.11 16.90 3.21 71.49 2.13 0.28 1.19 0.66 ----- -- -- ----- ----- 2.13 17.00 3.14 71.50 2.15 0.28 1.19 0.68 ----- -- ----- __- 2.15 17.10 3.07 71.51 2.16 0.28 1.19 0.70 --- ---- --- -~- 2.16 17.20 3.01 71.51 2.18 0.28 1.19 0.71 ---- -_ ----- ___ 2.18 17.30 2.94 71.52 2.20 0.28 1.19 0.72 ---- -- --- 2.19 17.40 2.88 71.53 2.21 0.28 1.20 0.74 -- ---- _____ __-_ 2.21 17.50 2.81 71.53 2.22 0.28 1.20 0.75 ----- -- ~-- ---- '-'- 2•22 17.60 2.74 71.54 2.23 0.28 1.20 0.76 -- ----- ----- ----- -- 2.23 17.70 2.68 71.54 2.24 0.28 1.20 0.76 ----- -- ---- ----- 2.24 17.80 2.61 71.55 2.25 0.28 1.20 0.77 --- ---- ----- ----- 2.25 17.90 2.54 71.55 2.25 0.28 1.20 0.78 ---- -- ----- --- --- 2.25 18.00 2.47 71.55 2.26 0.28 1.20 0.78 -- ----- -- ---- ----- 2.26 18.10 2.41 71.55 2.26 0.28 1.20 0.78 ----- ----- ----- ----- --- 2.26 18.20 2.35 71.55 2.26 0.28 1.20 0.78 ----- --- ---- ----- ----- 2.26 18.30 2.29 71.55 2.26 0.28 1.20 0.79 --- -- -__ _-- 2.26 18.40 2.24 71.55<< 2.26 0.28 1.20 0.79 -- ---- ----- ---- 2.26<< 18.50 2.20 71.55 2.26 0.28 1.20 0.78 -- ---- ---_ _____ -- 2.26 18.60 2.17 71.55 2.26 0.28 1.20 0.78 --- ----- ----- ----- 2.26 18.70 2.14 71.55 2.26 0.28 1.20 0.78 ---- ---- -- ---- --- 2.26 18.80 2.12 71.55 2.26 0.28 1.20 0.78 ----- ---- --- ---- --_ 2.26 18.90 2.10 71.55 2.25 0.28 1.20 0.78 ----- -- ---- -- 2.25 19.00 2.08 71.55 2.25 0.28 1.20 0.77 ----- ---- ----- ---- --- 2.25 19.10 2.06 71.55 2.25 0.28 1.20 0.77 ----- --- -- --- --- 2.2 19.20 2.04 71.54 2.24 0.28 1.20 0.77 -- --- ----- ---- -- 2.244 19.30 2.02 71.54 2.24 0.28 1.20 0.76 - -- -- ---- --- 2.24 19.40 2.00 71.54 2.24 0.28 1.20 0.76 ----- ---- -__ _- --_ 2.24 19.50 1.98 71.54 2.23 0.28 1.20 0.76 ----- - --- --_ ---- 2.23 19.60 1.96 71.54 2.23 0.28 1.20 0.75 ---- ---- - --- --'- 2.23 19.70 1.94 71.53 2.22 0.28 1.20 0.75 -- -- - ---- ""' 2•22 19.80 1.92 71.53 2.22 0.28 1.20 0.74 --- --- ---- -_ ---- 2.22 19.90 1.90 71.53 2.21 0.28 1.20 0.74 --- ---- -- -- ----- 2.21 20.00 1.88 71.53 2.21 0.28 1.20 0.73 ---- ---- ----- - 2.20 20.10 1.86 71.52 2.20 0.28 1.20 0.73 - -- ___ _____ _- 2.20 20.20 1.84 71.52 2.19 0.28 1.19 0.72 ---- ---- - ---- 2.19 20.30 1.82 71.52 2.19 0.28 1.19 0.71 -- ----- ---- ---- ---- 2.19 20.40 1.80 71.51 2.18 0.28 1.19 0.71 ---- ----- -- ----- ----- 2.18 20.50 1.78 71.51 2.17 0.28 1.19 0.70 --_ _____ -__ ----- ---- 2.17 20.60 1.76 71.51 2.16 0.28 1.19 0.70 ---- -- ----- - ---- 2.16 20.70 1.74 71.50 2.16 0.28 1.19 0.69 ----- ---- ----- ---- -" 2.16 20.80 1.72 71.50 2.15 0.28 1.19 0.68 ----- --- --- --- --- 2.15 20.90 1.70 71.50 2.14 0.28 1.19 0.67 ---- -- ----- ----- --- 2.14 21.00 1.68 71.49 2.13 0.28 1.19 0.67 - ---- ----- ---- 2.13 21.10 1.66 71.49 2.12 0.28 1.19 0.66 -- ----- ---- --' 2.12 21.20 1.64 71.48 2.12 0.28 1.19 0.65 -- ---- ---- - ----- 2.11 21.30 1.62 71'.48 2.11 0.28 1.19 0.64 ----- ___ -___- ---- 2.11 21.40 1.60 71.48 2.10 0.28 1.19 0.63 ---- ----- - ----- --- 2.10 21.50 1.58 71.47 2.09 0.28 1.19 0.63 --- -- ----- --- ----- 2.09 Continues on next page... route through basin 2 Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 21.60 1.56 71.47 2.08 0.28 1.18 0.62 -- ---- ----- --~ ---- 2.08 21.70 1.54 71.46 2.07 0.28 1.18 0.61 ---- - ----- - -- 2.07 21.80 1.52 71.46 2.06 0.28 1.18 0.60 -- ---- ---- -- - 2.06 21.90 1.50 71.45 2.05 0.28 1.18 0.59 ----- --- ----- ---- -- 2.05 22.00 1.47 71.45 2.04 0.28 1.18 0.58 -- ---- ----- ---- 2.04 22.10 1.51 71.44 2.03 0.28 1.18 0.57 - ----- -- ---- __- 2.03 22.20 1.55 71.44 2.02 0.28 1.18 0.56 --- -- ----- ----- -- 2.02 22.30 1.60 71.44 2.01 0.28 1.18 0.56 --- ----- ----- ----- -_-- 2.01 22.40 1.66 71.43 2.00 0.28 1.18 0.55 --- ----- --- __M ____ 2.00 22.50 1.62 71.43 2.00 0.28 1.18 0.54 ----- - ---- ----- 2.00 22.60 1.59 71.43 1.99 0.28 1.18 0.54 -- -- -- -- ----- 1.99 22.70 1.54 71.42 1.98 0.28 1.18 0.53 ----- ----- ----- --- 1.98 22.80 1.50 71.42 1.97 0.28 1.18 0.52 --- ----- ----- --- -- 1.97 22.90 1.45 71.41 1.96 0.28 1.18 0.51 --- --- --- ----- -_ 1.96 23.00 1.40 71.41 1.96 0.28 1.17 0.50 -- ----- --- ---- -- 1.95 23.10 1.39 71.40 1.94 0.27 1.17 0.50 ---- __- 1.94 23.20 1.37 71.40 1.93 0.27 1.17 0.49 --- ---- ---- -- ---- 1.93 23.30 1.36 71.39 1.93 0.27 1.17 0.48 --- ---- ---_ ----- ----- 1.92 23.40 1.34 71.39 1.92 0.27 1.17 0.47 ----- --- ---- ----- -- 1.91 23.50 1.33 71.39 1.91 0.27 1.17 0.46 ---- ---- --- --- -- 1.91 23.60 1.31 71.38 1.90 0.27 1.17 0.45 --- -- --- - ----- 1.90 23.70 1.30 71.38 1.89 0.27 1.17 0.44 1.89 23.80 1.28 71.37 1.88 0.27 1.17 0.43 1.88 23.90 1.27 71.36 1.87 0.27 1.17 0.43 ----- ----- ---- ----- ---- 1.87 24.00 1.25 71.36 1.86 0.27 1.17 0.42 ----- ---- ---- ---- -- 1.86 24.10 1.18 71.35 1.85 0.27 1.16 0.41 ---- ---- --- ---- --- 1.84 24.20 1.04 71.35 1.83 0.27 1.16 0.40 --- --- -- -- ----- 1.83 24.30 0.85 71.34 1.82 0.27 1.16 0.38 -- ----- ---- ----- ---- 1.82 24.40 0.61 71.33 1.80 0.27 1.16 0.37 ----- -- -- -- -- 1.80 24.50 0.40 71.32 1.78 0.27 1.16 0.35 --- - ----- ---- ----_ 1.78 24.60 0.24 71.31 1.76 0.27 1.16 0.33 -- ----- ---- - ---- 1.75 24.70 0.12 71.29 1.73 0.27 1.15 0.30 --- ----- ___ ___ ___ 1.73 24.80 0.04 71.28 1.70 0.27 1.15 0.28 -- - - ----- ----- 1.70 24.90 0.00 71.27 1.67 0.27 1.15 0.25 ----- -- --- ----_ ----- 1.67 25.00 0.00 71.25 1.65 0.27 1.14 0.23 -- --- ----- - -- 1.64 25.10 0.00 71.24 1.62 0.27 1.14 0.20 ----- --- -- ----- ----- 1.62 25.20 0.00 71.22 1.59 0.27 1.14 0.18 ----- ----- --- ----- -~- 1.59 25.30 0.00 71.21 1.57 0.27 1.14 0.16 ---- ----- ---- _---- -_-- 1.56 25.40 0.00 71.20 1.54 0.27 1.13 0.14 - -- ---- ----- --- 1.54 25.50 0.00 71.18 1.53 0.27 1.13 0.13 ---- ----- ----- ----- 1.53 25.60 0.00 71.17 1.52 0.27 1.13 0.12 - - --- ---- ---- 1.52 25.70 0.00 71.16 1.51 0.27 1.13 0.11 ---- ----- ----- ---- ---- 1.51 25.80 0.00 71.14 1.50 0.27 1.12 0.10 ----- - - --- 1.49 25.90 0.00 71.13 1.48 0.27 1.12 0.09 ---- - ----- ----- ---- 1.48 26.00 0.00 71.12 1.47 0.27 1.12 0.08 -- ----- -- ---- ---- 1.47 26.10 0.00 71.10 1.46 0.27 1.12 0.07 ----- ----- ---- --- --- 1.46 26.20 0.00 71.09 1.45 0.27 1.11 0.06 -- ----- --_ -- --- 1.45 26.30 0.00 71.08 1.44 0.27 1.11 0.06 ----- ----- ----- ---- ---- 1.44 26.40 0.00 71.07 1.43 0.27 1.11 0.05 --- - ----- ----- ---- 1.43 26.50 0.00 71.06 1.42 0.27 1.11 0.04 -- ----- ----- ----- ---- 1.41 26.60 0.00 71.04 1.40 0.27 1.11 0.03 --- ----- -- ----- ----- 1.40 Continues on next page... route through basin 2 Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 26.70 0.00 71.03 1.39 0.27 1.10 0.02 --- -- ---- ----- --- 1.39 26.80 0.00 71.02 1.38 0.27 1.10 0.01 -- - - -- ----- 1.38 26.90 0.00 71.01 1.37 0.27 1.10 0.00 -- --- --- ---- - 1.37 27.00 0.00 70.99 1.36 0.27 1.10 ----- --- --- --- ---- ---- 1.36 27.10 0.00 70.98 1.36 0.27 1.09 ---_ ----- ---- _- - -- 1.36 27.20 0.00 70.97 1.36 0.27 1.09 ---- --- _---- -- - -- 1.36 27.30 0.00 70.95 1.36 0.27 1.09 -- -- -- - - --- 1.35 27.40 0.00 70.94 1.35 0.27 1.08 ---- - ----- ----- ---- ---- 1.35 27.50 0.00 70.93 1.35 0.27 1.08 --- ---- ---- -- -- ---- 1.35 27.60 0.00 70.91 1.35 0.27 1.08 ---- -- -- - ----- --- 1.35 27.70 0.00 70.90 1.34 0.27 1.08 ----- - -_- - --- -- 1.34 27.80 0.00 70.89 1.34 0.27 1.07 --- ----_ ___ -_ _____ _____ 1.34 27.90 0.00 70.87 1.34 0.26 1.07 ----- --- --- -- ---- ----- 1.34 28.00 0.00 70.86 1.33 0.26 1.07 -- -- ---_ ____ _____ __ _ 1.33 28.10 0.00 70.85 1.33 0.26 1.07 -- ---- -- --- - ---- 1.33 28.20 0.00 70.84 1.33 0.26 1.06 ---- ----- - ----- - - 1.33 28.30 0.00 70.82 1.33 0.26 1.06 -- -- ____ -_ _____ -_ 1.32 28.40 0.00 70.81 1.32 0.26 1.06 ----- ---- - --- ---- --- 1.32 28.50 0.00 70.80 1.32 0.26 1.06 ----- -- -- --- ----- --- 1.32 28.60 0.00 70.78 1.32 0.26 1.05 - ----- ----- ----- -- ----- 1.32 28.70 0.00 70.77 1.31 0.26 1.05 ----- --_ ___ _-_ ____ ___ 1.31 28.80 0.00 70.76 1.31 0.26 1.05 - -_- ----- ----- ---- ---- 1.31 28.90 0.00 70.74 1.31 0.26 1.05 - ----- - - -- ----- 1.31 29.00 0.00 70.73 1.31 0.26 1.04 ----- -- - -- ---- --- 1.30 29.10 0.00 70.72 1.30 0.26 1.04 - -- - -- ---- -- 1.30 29.20 0.00 70.71 1.30 0.26 1.04 ----- - - - ---- - 1.30 29.30 0.00 70.69 1.30 0.26 1.03 - -- --- -- -- ---- 1.30 29.40 0.00 70.68 1.29 0.26 1.03 - ---- ----- -- ----- ----- 1.29 29.50 0.00 70.67 1.29 0.26 1.03 ----- - ---- -- ---- --- 1.29 29.60 0.00 70.65 1.29 0.26 1.03 - --- ----- -- -- ----- 1.29 29.70 0.00 70.64 1.29 0.26 1.02 -- ----- --- --- - - 1.28 29.80 0.00 70.63 1.28 0.26 1.02 ---- - -- --_ - -__ 1.28 29.90 0.00 70.62 1.28 0.26 1.02 - ----_ -- --- --- -- 1.28 30.00 0.00 70.60 1.28 0.26 1.02 ----- -- ----- ----- ---- ----- 1.28 30.10 0.00 70.59 1.27 0.26 1.01 - --- - --- ----- - 1.27 30.20 0.00 70.58 1.27 0.26 1.01 ----- ----- -- -- -- - 1.27 30.30 0.00 70.57 1.27 0.26 1.01 ---- -- ---- - -- - 1.27 30.40 0.00 70.55 1.26 0.26 1.01 -- ----- -- - -- - 1.26 30.50 0.00 70.54 1.26 0.26 1.00 - ----- - -- -- - 1.26 30.60 0.00 70.53 1.26 0.26 1.00 ----- ----- =-- -- - ----- 1.26 30.70 0.00 70.52 1.26 0.26 1.00 - - ----- ----- - ---- 1.25 30.80 0.00 70.50 1.25 0.26 0.99 - -- --- ---- - 1.25 30.90 0.00 70.49 1.25 0.26 0.99 -- ----- - -- -=- -- 1.25 31.00 0.00 70.48 1.25 0.26 0.99 - ---- ----- ----- - ---- 1.25 31.10 0.00 70.47 1.24 0.26 0.99 -- -- ---- ---- -- --- 1.24 31.20 0.00 70.45 1.24 0.26 0.98 - -__ __- -- _-_ ___ 1.24 31.30 0.00 70.44 1.24 0.26 0.98 ---- -- --- --- ---- -- 1.24 31.40 0.00 70.43 1.23 0.26 0.98 -- - -- ----- ----- ----- 1.23 31.50 0.00 70.42 1.23 0.26 0.98 --- --- - --- ---- ----- 1.23 31.60 0.00 70.41 1.23 0.25 0.97 ---- ---- ----- -- --- ---- 1.23 31.70 0.00 70.39 1.23 0.25 0.97 -- ---- --- -- --- ----- 1.23 Continues on next page... route through basin 2 Page 5 Hydrograph Discharge Table Time Inflow Elevation CIv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) ds ft ds cfs cfs ds ds ds ds ds ds cfs 31.80 0.00 70.38 1.22 0.25 0.97 ----- -- --- - ----- --- 1.22 31.90 0.00 70.37 1.22 0.25 0.96 -- ---- ---- - -- ---- 1.22 32.00 0.00 70.36 1.22 0.25 0.96 - -- ---- --- - ---- 1.22 32.10 0.00 70.35 1.21 0.25 0.96 --- --- --- -- ----- - 1.21 32.20 0.00 70.33 1.21 0.25 0.96 --- --- - - ----- ----- 1.21 32.30 0.00 70.32 1.21 0.25 0.95 --- -- --_ _____ ___ ____ 1.21 32.40 0.00 70.31 1.21 0.25 0.95 -- ----- -- --- ----- --- 1.20 32.50 0.00 70.30 1.20 0.25 0.95 ----- ---- ---- - -- ----- 1.20 32.60 0.00 70.29 1.20 0.25 0.95 --- - --- ----- -- --- 1.20 32.70 0.00 70.27 1.20 0.25 0.94 ---- ---- --- ----- --- -- 1.20 32.80 0.00 70.26 1.19 0.25 0.94 ----- ----- ---- ----- -- -- 1.19 32.90 0.00 70.25 1.19 0.25 0.94 ----- ----- ----- - ----- ----- 1.19 33.00 0.00 70.24 1.19 0.25 0.94 -- - -- -- -- ----- 1.19 33.10 0.00 70.23 1.19 0.25 0.93 -- -- --- ---- - ----- 1.18 33.20 0.00 70.22 1.18 0.25 0.93 --- -- ----- ---- ----- --- 1.18 33.30 0.00 70.20 1.18 0.25 0.93 - ---- --- ----- ---- - 1.18 33.40 0.00 70.19 1.18 0.25 0.92 -- --- ---- ----- ----- ----- 1.17 33.50 0.00 70.18 1.17 0.25 0.92 ----- --- -- --- ---- ----- 1.17 33.60 0.00 70.17 1.17 0.25 0.92 ----- _- -__ -_ ___ -_ 1.17 33.70 0.00 70.16 1.17 0.25 0.92 ----- ---- ----- --- ----- -- 1.17 33.80 0.00 70.15 1.17 0.25 0.91 - -- ----- - -- -- 1.16 33.90 0.00 70.13 1.16 0.25 0.91 ---- ----- ----- ---- ---- ----- 1.16 34.00 0.00 70.12 1.16 0.25 0.91 --- --- -- ---- -- ----- 1.16 34.10 0.00 70.11 1.16 0.25 0.91 -- --- --- -- ----- --- 1.15 34.20 0.00 70.10 1.15 0.25 0.90 ---- ----- --- ---- ----- - 1.15 34.30 0.00 70.09 1.15 0.25 0.90 ----- ----- -- ----- --- ---- 1.15 34.40 0.00 70.08 1.15 0.25 0.90 ----- ----- ---- - -- -- 1.15 34.50 0.00 70.07 1.14 0.25 0.89 --- -- ----- -- --- --- 1.14 34.60 0.00 70.06 1.14 0.25 0.89 -- -- ---- - ---- 1.14 34.70 0.00 70.04 1.14 0.25 0.89 -- -- -- -- --- ---- 1.14 34.80 0.00 70.03 1.14 0.25 0.89 - - - ---- ---- ---- 1.13 34.90 0.00 70.02 1.13 0.25 0.88 - ----- ---_ ----- --- -- 1.13 35.00 0.00 70.01 1.13 0.25 0.88 ----- -- -- -- -- ----- 1.13 35.10 0.00 70.00 1.13 0.25 0.88 - ----- ----- ---- ---- ----_ 1.12 35.20 0.00 69.99 1.12 0.25 0.88 --- ----- --- ---- ---- -- 1.12 35.30 0.00 69.98 1.12 0.25 0.87 ----- ---- ----- ----- ----- -- 1.12 35.40 0.00 69.97 1.12 0.25 0.87 ---- - ----- ---- --- ---- 1.12 35.50 0.00 69.96 1.11 0.25 0.87 ----- -- ---- ----- ---- ----- 1.11 35.60 0.00 69.94 1.11 0.24 0.86 -- --- - ---- --- - 1.11 35.70 0.00 69.93 1.11 0.24 0.86 ---- ----- --- - ----- ----- 1.11 35.80 0.00 69.92 1.11 0.24 0.86 ----- -- ----- - ----- -- 1.10 35.90 0.00 69.91 1.10 0.24 0.86 --- ----- ----- ----- ----- ---- 1.10 36.00 0.00 69.90 1.10 0.24 0.85 --- - ----- ----- --- - 1.10 36.10 0.00 69.89 1.10 0.24 0.85 --_ _- ____ _- _____ ____ 1.09 36.20 0.00 69.88 1.09 0.24 0.85 ----- ----- ----- - - --- 1.09 36.30 0.00 69.87 1.09 0.24 0.85 - - ___ _____ __- -_ 1.09 36.40 0.00 69.86 1.09 0.24 0.84 - - --- -- ---- ----- 1.09 36.50 0.00 69.85 1.08 0.24 0.84 ----- ----- ----- ---- ---- -- 1.08 36.60 0.00 69.84 1.08 0.24 0.84 -- -- ----- --- -- --- 1.08 36.70 0.00 69.83 1.08 0.24 0.83 -- -- ----- ----- ----- ----- 1.08 36.80 0.00 69.81 1.08 0.24 0.83 ----- --- ----- ---- -- ----- 1.07 Continues on next page... route through basin 2 Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) efs ft efs efs efs efs ds efs efs efs cfs cfs 36.90 0.00 69.80 1.07 0.24 0.83 - ----- - --- ----- ---- 1.07 37.00 0.00 69.79 1.07 0.24 0.83 - -- ----- -- ----- ---- 1.07 37.10 0.00 69.78 1.07 0.24 0.82 - - - ----- --- ----- 1.06 37.20 0.00 69.77 1.06 0.24 0.82 -- ---- -- ----- -- ----- 1.06 37.30 0.00 69.76 1.06 0.24 0.82 -- -- -- _ __- ____ 1.06 37.40 0.00 69.75 1.06 0.24 0.82 - - ----- - -- ---- 1.06 37.50 0.00 69.74 1.05 0.24 0.81 ----- -- - -- -- --- 1.05 37.60 0.00 69.73 1.05 0.24 0.81 ---- - - ----- -- ---- 1.05 37.70 0.00 69.72 1.05 0.24 0.81 --- ---- -- ----- ----- ----- 1.05 37.80 0.00 69.71 1.05 0.24 0.80 --- ---- ---- --- -- ---- 1.04 37.90 0.00 69.7Q 1.04 0.24 0.80 --- ----- ----- ---- --- - 1.04 38.00 0.00 69.69 1.04 0.24 0.80 --- - ----- ----- -- ----- 1.04 38.10 0.00 69.68 1.04 0.24 0.80 ----- --- --- --- ----- ----- 1.03 38.20 0.00 69.67 1.03 0.24 0.79 ____ 1.03 38.30 0.00 69.66 1.03 0.24 0.79 --- -- ---- -- ----- ---- 1.03 38.40 0.00 69.65 1.03 0.24 0.79 -- ___ ___ -_ _- 1.03 38.50 0.00 69.64 1.02 0.24 0.78 ---- - ---- ---- -- ---- 1.02 38.60 0.00 69.63 1.02 0.24 0.78 -- -- -- ---- --- ---- 1.02 38.70 0.00 69.62 1.02 0.24 0.78 --- --- -- --- ----- ----- 1.02 38.80 0.00 69.61 1.02 0.24 0.78 -- --- --- ---- ---- -- 1.01 38.90 0.00 69.60 1.01 0.24 0.77 -- ---- - --- ---- -- 1.01 39.00 0.00 69.59 1.01 0.24 0.77 ----- ---- ----- ----- -- ----- 1.01 39.10 0.00 69.58 1.01 0.24 0.77 ----- -- -- --- --- --- 1.00 39.20 0.00 69.57 1.00 0.24 0.77 --- -- ---- --- ----- --- 1.00 39.30 0.00 69.56 1.00 0.24 0.76 -- -__ _____ _- _____ -_ 1.00 39.40 0.00 69.55 1.00 0.24 0.76 ----- --- --- ----- ---- ----- 1.00 39.50 0.00 69.54 0.99 0.24 0.76 -- ----- ----- -- ----- --- 0.99 39.60 0.00 69.53 0.99 0.24 0.75 -- -- ----- -- --- ---- 0.99 39.70 0.00 69.52 0.99 0.24 0.75 - -- --- ----- --- ----- 0.99 39.80 0.00 69.51 0.99 0.23 0.75 ----- ----- ---- -- ---- ---- 0.98 39.90 0.00 69.50 0.98 0.23 0.75 -- -- - ---- - -- 0.98 40.00 0.00 69.49 0.98 0.23 0.74 ---- ---- ----- ----- ----- ----- 0.98 40.10 0.00 69.48 0.98 0.23 0.74 --- -- --- --- -- ---- 0.97 40.20 0.00 69.47 0.97 0.23 0.74 ----- --- -- ----- ---- --- 0.97 40.30 0.00 69.46 0.97 0.23 0.73 ---- ----- -- ----- - -- 0.97 40.40 0.00 69.45 0.97 0.23 0.73 ----- -- ----- -- ---- ----- 0.97 40.50 0.00 69.44 0.96 0.23 0.73 -- -- -- -- ----- -- 0.96 40.60 0.00 69.43 0.96 0.23 0.73 ----- ----- ---- ----- - -- 0.96 40.70 0.00 69.42 0.96 0.23 0.72 - 0.96 40.80 0.00 69.41 0.96 0.23 0.72 ---- ----- - ---- -- ---- 0.95 40.90 0.00 69.41 0.95 0.23 0.72 -- ----- ----- ----- ----- ----- 0.95 41.00 0.00 69.40 0.95 0.23 0.72 ---- ---- ---- ----- -- ----- 0.95 41.10 0.00 69.39 0.95 0.23 0.71 - ---- - - -- -- 0.94 41.20 0.00 69.38 0.94 0.23 0.71 ----- ----- ----- -- ----- ---- 0.94 41.30 0.00 69.37 0.94 0.23 0.71 ----- -- ---- --- --- ----- 0.94 41.40 0.00 69.36 0.94 0.23 0.70 ---- ----- ----- ----- -- - 0.94 41.50 0.00 69.35 0.93 0.23 0.70 ---- ---- -_- - --_ - 0.93 41.60 0.00 69.34 0.93 0.23 0.70 ---- ----- ----- -- --- --- 0.93 41.70 0.00 69.33 0.93 0.23 0.69 ---- -- - ---- -- -- 0.93 41.80 0.00 69.32 0.92 0.23 0.69 -- -- ----- ----- -- -- 0.92 41.90 0.00 69.31 0.92 0.23 0.69 -- --- ----- -- -- --- 0.92 Continues on next page... route through basin 2 Page 7 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) Cfs It cfs Cfs Cfs Cfs cfs cfs Cfs cfs Cfs Cfs 42.00 0.00 69.30 0.92 0.23 0.69 -- --- ---- ---- --- ---- 0.92 42.10 0.00 69.29 0.91 0.23 0.68 ----- ----- - ---- ----- ----- 0.91 42.20 0.00 69.29 0.91 0.23 0.68 -- ----- --- ----- ---- --- 0.91 42.30 0.00 69.28 0.91 0.23 0.68 ----- -- ----- -- --- -- 0.91 42.40 0.00 69.27 0.91 0.23 0.68 -- ----- --- ---- --- 0.90 42.50 0.00 69.26 . 0.90 0.23 0.67 ---- ----- ---- ---- --- ----- 0.90 42.60 0.00 69.25 0.90 0.23 0.67 ---- -- -- ----- -- ---- 0.90 42.70 0.00 69.24 0.90 0.23 0.67 ----- -- - ----- --- ---- 0.90 42.80 0.00 69.23 0.89 0.23 0.66 ----- -- ----- -- --- -- 0.89 42.90 0.00 69.22 0.89 0.23 0.66 ----- ----- --- -- --- ---- 0.89 43.00 0.00 69.21 0.89 0.23 0.66 ----- -- - ----- -- - 0.89 43.10 0.00 69.21 0.88 0.23 0.66 -- ----- ----- ----- ----- ----- 0.88 43.20 0.00 69.20 0.88 0.23 0.65 0.88 43.30 0.00 69.19 0.88 0.23 0.65 -- ----- -- ---- --- ----- 0.88 43.40 0.00 69.18 0.87 0.23 0.65 ----- --- - --- ---- ---- 0.87 43.50 0.00 69.17 0.87 0.23 0.64 ----- --- _____ ___ w__ ____ 0.87 43.60 0.00 69.16 0.87 0.23 0.64 ----- 0.87 43.70 0.00 69.15 0.87 0.23 0.64 --- ----- -- --- ----- ----- 0.86 43.80 0.00 69.15 0.86 0.23 0.63 -- -- _- ___ _____ -_ 0.86 43.90 0.00 69.14 0.86 0.23 0.63 ---- - ---- -- -- -- 0.86 44.00 0.00 69.13 0.86 0.23 0.63 ----- ----- --- --- ---- ----- 0.85 44.10 0.00 69.12 0.85 0.23 0.63 --- _____ _____ ___ ____ ___ Q.85 44.20 0.00 69.11 0.85 0.23 0.62 0.85 44.30 0.00 69.10 0.85 0.23 0.62 -- ---- ___ _____ ____ ___ 0.85 44.40 0.00 69.10 0.84 0.23 0.62 ---- --- ---_ __M ___ ___ 0.84 44.50 0.00 69.09 0.84 0.22 0.61 ----- ----- _____ _____ _M_ _____ 0.84 44.60 0.00 69.08 0.84 0.22 0.61 --- - ----- ---- --- ---- 0.84 44.70 0.00. 69.07 0.84 0.22 0.61 ----- -- ---- -- ----- ----- 0.83 44.80 0.00 69.06 0.83 0.22 0.61 -- ----- --- -- ----- ----- 0.83 44.90 0.00 69.05 0.83 0.22 0.60 ---- -- ----- ---- ----- ----- 0.83 45.00 0.00 69.05 0.83 0.22 0.60 ---- --- ---- ----- --- -- 0.82 45.10 0.00 69.04 0.82 0.22 0.60 -- ----- - ---- ----- ----- 0.82 45.20 0.00 69.03 0.82 0.22 0.59 ---- -- --- -- ----- ---- 0.82 45.30 0.00 69.02 0.82 0.22 0.59 -- -- -- --- ---- ---- 0.81 45.40 0.00 69.01 0.81 0.22 0.59 ---- ---- ---- --- --_ -- 0.81 45.50 .0.00 69.01 0.81 0.22 0.59 ----- -- --- ----- ---- ----- 0.81 45.60 0.00 69.00 0.81 0.22 0.58 - ---- ----- ----- - ----- 0.81 45.70 0.00 68.99 0.81 0.22 0.58 ---- --- --- --- --- ---- 0.80 45.80 0.00 68.98 0.80 0.22 0.58 - - -- - - 0.80 45.90 0.00 68.97 0.80 0.22 0.57 ----- ---- ---- ---- ---- ----- 0.80 46.00 0.00 68.96 0.80 0.22 0.57 --- ---- - ----- - --- 0.79 46.10 0.00 68.95 0.79 0.22 0.56 0.79 46.20 0.00 68.94 0.79 0.22 0.56 -- ---- - -- ---- ----- 0.78 46.30 0.00 68.93 0.79 0.22 0.56 --- ----- ----- -- -- ----- 0.78 46.40 0.00 68.92 0.78 0.22 0.55 - ----- --- ---- - ----- 0.78 46.50 0.00 68.92 0.78 0.22 0.55 ----- -- ---- --- --- --- 0.77 46.60 0.00 68.91 0.78 0.22 0.55 -- --- - -- - -- 0.77 46.70 0.00 68.90 0.77 0.22 0.54 -- -- --- ----- ---- ----- 0.77 46.80 0.00 68.89 0.77 0.22 0.54 0.76 46.90 0.00 68.88 0.77 0.22 0.54 -- ---- --_ ----- ---- ----- 0.76 47.00 0.00 68.87 0.76 0.22 0.53 ----- ----- -- ----- ---- --- 0.76 Continues on next page... route through basin 2 Page 8 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B CIv C Clv D Wr A Wr B Wr C Wr D Exhl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 47.10 0.00 68.86 0.76 0.22 0.53 ----- - - ---- - --- 0.75 47.20 0.00 68.85 0.76 0.22 0.53 - ----- ---- -- ----- ----- 0.75 47.30 0.00 68.85 0.75 0.22 0.52 - ----- -- ----- --- ----- 0.75 47.40 0.00 68.84 0.75 0.22 0.52 ---- ---- ----- ----- -_--- ---- 0.74 47.50 0.00 68.83 0.75 0.22 0.52 ----- ----- ----- - ----- ---- 0.74 47.60 0.00 68.82 0.74 0.22 0.51 ---- ----- --- -- ---_- --- 0.74 47.70 0.00 68.81 0.74 0.22 0.51 ---- ----- -- -- --- --- 0.73 47.80 0.00 68.80 0.74 0.22 0.51 --- ----- -- ---_- ----- --- 0.73 47.90 0.00 68.80 0.73 0.22 0.50 --- --- ---- --- --- --- 0.73 48.00 0.00 68.79 0.73 0.22 0.50 --- ----_ -- ----- ---- ---- 0.72 48.10 0.00 68.78 0.73 0.22 0.50 ---- -- -- --- ---- -- 0.72 48.20 0.00 68.77 0.72 0.22 0.49 --- --- ----- ----- ----- --- 0.72 48.30 0.00 68.76 0.72 0.22 0.49 ----- --- --- -- --- --_ 0.71 48.40 0.00 68.75 0.72 0.22 0.48 -- ----- -- ---- ____ _____ 0.71 48.50 0.00 68.75 0.71 0.22 0.48 ----- -- -- --- --- --- 0.70 48.60 0.00 68.74 0.71 0.22 0.48 ---- --- ----- ----- -- ---- 0.70 48.70 0.00 68.73 0.70 0.22 0.47 ----- --- --- --- --- 0.70 48.80 0.00 68.72 0.70 0.22 0.47 -- -- --- --- --- -- 0.69 48.90 0.00 68.71 0.70 0.22 0.46 --- - -- -- -- --- 0.69 49.00 0.00 68.71 0.69 0.22 0.46 --- --- ----- --- --- --_ 0.69 49.10 0.00 68.70 0.69 0.22 0.46 - -- ----- --- -- ---- 0.68 49.20 0.00 68.69 0.69 0.22 0.45 -- - ----- --- ----- ----- 0.68 49.30 0.00 68.68 0.68 0.22 0.45 ----- ----- -- --- ----- ---- 0.67 49.40 0.00 68.68 0.68 0.22 0.45 -- --- --- __- ____ ~___ 0_67 49.50 0.00 68.67 0.68 0.22 0.44 -- --_-- --- ----- ----- -- 0.67 49.60 0.00 68.66 0.67 0.22 0.44 -- ----- ---- __- _____ -_ 0,66 49.70 0.00 68.65 0.67 0.22 0.44 -- ---- - -- -- -- 0.66 49.80 0.00 68.65 0.67 0.22 0.43 ----- ---- ----- ---- ----- ----- 0•66 49.90 0.00 68.64 0.66 0.22 0.43 -- ---- -- ____ _____ -__ 0.65 50.00 0.00 68.63 0.66 0.22 0.43 ---- ----- --- -_ ___ _____ 0.65 50.10 0.00 68.62 0.66 0.22 0.42 -- ---- ----- ----- - - 0.65 50.20 0.00 68.62 0.65 0.22 0.42 ----- ----- ----- --- ----- - 0.64 50.30 0.00 68.61 0.65 0.22 0.41 - ----- - -- ---- ----- 0.64 50.40 0.00 68.60 0.65 0.22 0.41 ----- -- ----- ----- ----- ---- 0.63 50.50 0.00 68.59 0.64 0.22 0.41 - --- - - -- ---_ 0.63 50.60 0.00 68.59 0.64 0.22 0.40 -- -- ----- - - ----- 0.63 50.70 0.00 68.58 0.63 0.22 0.40 - ----- ----- ---- ---- --_- 0.62 50.80 0.00 68.57 0.63 0.22 0.39 ----- --- --- ----- ----- --- 0.62 50.90 0.00 68.57 0.63 0.22 0.39 -- ----- ----- -- ---- --- 0.61 51.00 0.00 68.56 0.62 0.22 0.39 ----- ----- ---- ----- ---- ----- 0.61 51.10 0.00 68.55 0.62 0.22 0.38 - - - --- -- -- 0.60 51.20 0.00 68.54 0.61 0.22 0.38 ---- ---- --- --- ---- -- 0.60 51.30 0.00 68.54 0.61 0.22 0.37 ----- - ----- - ---- ----- 0.60 51.40 0.00 68.53 0.60 0.22 0.37 ---- ----- ----- --- ----- --- 0.59 51.50 0.00 68.52 0.60 0.22 0.36 -- ----- --- --- --- ----- 0.59 51.60 0.00 68.52 0.60 0.22 0.36 -- -- - ----- ----- ---- 0.58 51.70 0.00 68.51 0.59 0.22 0.36 - - ----- -- ----- ---- 0.58 51.80 0.00 68.50 0.59 0.22 0.35 -- ---- --- ---- ----- -_--- 0.58 51.90 0.00 68.50 0.58 0.22 0.35 ---- - ----- ----- - ---- 0.57 52.00 0.00 68.49 0.58 0.22 0.34 - -- ----- --- --- ----- 0.57 52.10 0.00 68.48 0.58 0.22 0.34 ----- ---- - ----- -- -- 0.56 Continues on next page... route through basin 2 Page 9 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 52.20 0.00 68.48 0.57 0.22 0.34 -- -- ---- ---- ----- --- 0.56 52.30 0.00 68.47 0.57 0.22 0.33 --- ---- ----- ---- --- ----- 0,56 52.40 0.00 68.47 0.57 0.22 0.33 - -- - -- - --- 0.55 52.50 0.00 68.46 0.56 0.22 0.33 ----- ---- --- ----- ---- ----- 0.55 52.60 0.00 68.45 0.56 0.22 0.32 ----- - - - -- --_ 0.54 52.70 0.00 68.45 0.55 0.22 0.32 ----- -- - ----- ---- ---- 0.54 52.80 0.00 68.44 0.55 0.22 0.31 - -- -- --- --- - 0.54 52.90 0.00 68.43 0.55 0.22 0.31 ----- 0.53 53.00 0.00 68.43 0.54 0.22 0.31 ----- ----- ---- ---- ----- ----- 0.53 53.10 0.00 68.42 0.54 0.22 0.30 - - ---- --- ---- - 0.53 53.20 0.00 68.42 0.54 0.22 0.30 ---- --- ----- --- - ---- 0.52 53.30 0.00 68.41 0.53 0.22 0.30 ----- --- ---- ---- --- ----- 0.52 53.40 0.00 68.40 0.53 0.22 0.29 -- - ----- ---- --- ---- 0.52 53.50 0.00 68.40 0.52 0.22 0.29 ---- ---- --- --- ---- ----- 0.51 53.60 0.00 68.39 0.52 0.22 0.28 - -- -- --_ - -----' 0.51 53.70 0.00 68.39 0.51 0.22 0.28 --- ----- ----- ----- ----- ---- 0.50 53.80 0.00 68.38 0.51 0.22 0.27 --- ---- ---- ---- - ---- 0.49 53.90 0.00 68.38 0.50 0.22 0.27 ----- ----- -_-- ----- - ----- 0.49 54.00 0.00 68.37 0.50 0.22 0.26 ---- ----- - ---- - _---- 0.48 54.10 0.00 68.36 0.49 0.22 0.26 ---- ----- ---- ----- ----- -- 0.48 54.20 0.00 68.36 0.49 0.22 0.25 ----- -- ----- --- --- ---- 0.47 54.30 0.00 68.35 0.48 0.22 0.25 ---- ---- -- ----- ----- ----- 0.47 54.40 0.00 68.35 0.48 0.22 0.24 --- --- -- --- ----- ---- 0.46 54.50 0.00 68.34 0.47 0.22 0.24 ----- --_ ---- -- -- -- 0.46 54.60 0.00 68.34 0.47 0.22 0.23 ----- ----- --- --- ----- ----- 0.45 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 3 route through basin 2 Hydrograph type = Reservoir Peak discharge = 3.68 cfs Storm frequency = 25 yrs Time interval = 6 min Inflow hyd. No. = 2 Reservoir name = pond 2 Max. Elevation = 72.73 ft Max. Storage = 304,412 cuft Storage Indication method used. Outflow hydrograph volume=340,679 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Ell Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.50 68.69 68.91 0.78 0.22 0.55 ---- - ---- --- -- --- 0.77 12.60 61.65 69.55 1.00 0.24 0.76 ---- - --- -- -- --- 1.00 12.70 52.06 70.10 1.15 0.25 0.90 -- ---- ----- ---- --- ---- 1.15 12.80 41.30 70.55 1.26 0.26 1.01 -- --- ---_ _- ___ ___ 1.26 12.90 30.86 70.90 1.34 0.27 1.08 --- - ----- ----- --- --- 1.34 13.00 23.23 71.13 1.49 0.27 1.12 0.09 --- ____ ____ ____ -___ 1.48 13.10 18.77 71.30 1.74 0.27 1.15 0.31 -- -- - -- --- 1.74 13.20 15.71 71.43 2.00 0.28 1.18 0.55 -- ----- ---- ---- ---- 2.00 13.30 13.75 71.54 2.24 0.28 1.20 0.76 -- --- __- ____ _-__ 2.24 13.40 12.57 71.64 2.42 0.28 1.22 0.92 -- --_ ___ _____ _____ 2.42 13.50 11.78 71.72 2.55 0.28 1.23 1.04 ---- ---- --- ----- ---- 2.55 13.60 11.14 71.80 2.67 0.28 1.24 1.14 -- ----- --_ _-_ ____ 2.67 13.70 10.63 71.87 2.76 0.28 1.26 1.22 ---- --- ---- --- --- 2.76 13.80 10.19 71.93 2.85 0.28 1.27 1.30 -- - --- --- --- 2.85 13.90 9.81 71.99 2.93 0.28 1.28 1.36 -- --- --- ---- --- 2.93 14.00 9.45 72.05 2.99 0.29 1.29 1.42 ----- -- --- ---- ----- 2.99 14.10 9.09 72.11 3.06 0.29 1.30 1.47 - --- ---- ---- -- 3.06 14.20 8.74 72.16 3.11 0.29 1.30 1.52 -- ----- ----- ---- ----- 3.11 14.30 8.41 72.20 3.17 0.29 1.31 1.57 - - ---- ----- - 3.17 14.40 8.12 72.25 3.21 0.29 1.32 1.60 -- --- ---- --- --- 3.21 14.50 7.86 72.29 3.26 0.29 1.33 1.64 - --- --- ---- --- 3.26 14.60 7.63 72.33 3.30 0.29 1.33 1.67 -- -- ----- ---- ----- 3.30 14.70 7.43 72.36 3.33 0.29 1.34 1.70 --- ---- ----_ _-_ -_ 3.33 14.80 7.23 72.40 3.37 0.29 1.34 1.73 --- ---- ---- ---- -- 3.37 14.90 7.05 72.43 3.40 0.29 1.35 1.76 ---- --- ____ ____ -_ 3.40 15.00 6.88 72.46 3.43 0.29 1.35 1.78 ----- --- -- --- ----- 3.43 15.10 6.70 72.49 3.46 0.29 1.36 1.81 --- -- --- - ____ 3.46 15.20 6.52 72.52 3.48 0.29 1.36 1.83 - - --- --- --- 3.48 15.30 6.34 72.54 3.51 0.29 1.37 1.85 -- - --- -- ---- 3.51 15.40 6.15 72.57 3.53 0.29 1.37 1.86 ---- ----- -_ ____ ____ 3.53 15.50 5.97 72.59 3.55 0.30 1.37 1.88 - -- - --- --- 3.55 15.60 5.79 72.61 3.57 0.30 1.38 1.90 -- -- ---__ _____ -__ 3.57 15.70 5.61 72.63 3.59 0.30 1.38 1.91 -- - --- ---- - 3.59 15.80 5.42 72.64 3.60 0.30 1.38 1.92 --- - --- ---- ---- 3.60 15.90 5.24 72.66 3.61 0.30 1.38 1.93 -- - - ---- -- 3.61 16.00 5.05 72.67 3.63 0.30 1.39 1.94 --- -- -- ---- --- 3.62 16.10 4.87 72.68 3.64 0.30 1.39 1.95 - - --- -- ---- 3.64 16.20 4.70 72.69 3.64 0.30 1.39 1.96 - ---- -- ---- -- 3.64 Continues on next page... route through basin 2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs Cfs cfs Cfs cfs Cfs Cfs 16.30 4.54 72.70 3.65 0.30 1.39 1.96 -- ----- -- -_- --- 3.65 16.40 4.39 72.71 3.66 0.30 1.39 1.97 ----- - ----- ---- ---- 3.66 16.50 4.27 72.71 3.66 0.30 1.39 1.97 ----- - -- --- ----- 3.66 16.60 4.16 72.72 3.67 0.30 1.39 1.98 -- - ---- ----- ---- 3.67 16.70 4.06 72.72 3.67 0.30 1.39 1.98 -- ---- -- - ---- ----- 3.67 16.80 3.98 72.72 3.67 0.30 1.39 1.98 - ----- -- --- ---- 3.67 16.90 3.89 72.73 3.68 0.30 1.40 1.98 -- --- ----- - ----- 3.68 17.00 3.81 72.73 3.68 0.30 1.40 1.98 ----- - ----- ----- --- 3.68 17.10 3.73 72.73 3.68 0.30 1.40 1.98 ----- ---- -- --_ ---- 3.68 17.20 3.65 72.73<< 3.68 0.30 1.40 1.98 ----- ----- --- -- --- 3.68<< 17.30 3.57 72.73 3.68 0.30 1.40 1.98 3.68 17.40 3.49 72.73 3.68 0.30 1.40 1.98 ----- ---- - ----- ----- 3.68 17.50 3.41 72.73 3.67 0.30 1.40 1.98 ----- --- ---- ----- ---- 3.67 17.60 3.33 72.72 3.67 0.30 1.39 1.98 ----- ----- --- --- -- 3.67 17.70 3.25 72.72 3.67 0.30 1.39 1.98 --- -- ____ ____ 3.67 17.80 3.17 72.72 3.67 0.30 1.39 1.97 ---- --- --- ----- -- 3.67 17.90 3.08 72.71 3.66 0.30 1.39 1.97 3.66 18.00 3.00 72.71 3.66 0.30 1.39 1.97 - - ----- ---- ----- 3.66 18.10 2.92 72.70 3.65 0.30 1.39 1.96 3.65 18.20 2.85 72.69 3.65 0.30 1.39 1.96 ---- --- ----- ----- ----- 3.65 18.30 2.78 72.69 3.64 0.30 1.39 1.95 --- --- ----- --- ---- 3.64 18.40 2.72 72.68 3.63 0.30 1.39 1.95 -- ----- -- - -- 3.63 18.50 2.67 72.67 3.63 0.30 1.39 1.94 ----- -- ----- ___ __w 3.62 18.60 2.63 72.66 3.62 0.30 1.39 1.94 ----- --- ----- -- -- 3.62 18.70 2.60 72.65 3.61 0.30 1.38 1.93 ---- ----- ---- - ---- 3.61 18.80 2.57 72.64 3.60 0.30 1.38 1.92 ----- -- --- -- --- 3.60 18.90 2.54 72.64 3.59 0.30 1.38 1.92 -- ---- ---- --- ----- 3.59 19.00 2.52 72.63 3.59 0.30 1.38 1.91 ----- ----- --- ---- ---- 3.59 19.10 2.50 72.62 3.58 0.30 1.38 1.90 ----- ----- -- ---- ----- 3.58 19.20 2.47 72.61 3.57 0.30 1.38 1.90 ---- ----- -- ---- ---- 3.57 19.30 2.45 72.60 3.56 0.30 1.38 1.89 - ----- - - --- 3.56 19.40 2.42 72.59 3.55 0.30 1.37 1.88 ---- ----- --- -- ----- 3.55 19.50 2.40 72.58 3.54 0.29 1.37 1.87 - -- --- -- -- 3.54 19.60 2.37 72.57 3.53 0.29 1.37 1.87 ----- ----- ----- -- ----- 3.53 19.70 2.35 72.56 3.52 0.29 1.37 1.86 --_ ---- - - -- 3.52 19.80 2.33 72.55 3.51 0.29 1.37 1.85 ----- - ---- - ---- 3.51 19.90 2.30 72.54 3.50 0.29 1.37 1.84 ----- - -- - - 3.50 20.00 2.28 72.53 3.49 0.29 1.36 1.83 ----- ----- ----- --- --- 3.49 20.10 2.25 72.52 3.48 0.29 1.36 1.83 - - - - ----- 3.48 20.20 2.23 72.51 3.47 0.29 1.36 1.82 ----- ----- - ---- ---- 3.47 20.30 2.20 72.50 3.46 0.29 1.36 1.81 -- -- ----- ---- --- 3.46 20.40 2.18 72.48 3.45 0.29 1.36 1.80 --- - ----- ---- ---- 3.45 20.50 2.15 72.47 3.44 0.29 1.36 1.79 -- - --- -- - 3.44 20.60 2.13 72.46 3.43 0.29 1.35 1.78 ----- ---- ----- ----- ----- 3.43 20.70 2.11 72.45 3.42 0.29 1.35 1.78 ---- --- ----- -- ---- 3.42 20.80 2.08 72.44 3.41 0.29 1.35 1.77 - -- ---- ---- ---- 3.41 20.90 2.06 72.43 3.40 0.29 1.35 1.76 -- ---- -- -- ----- 3.40 21.00 2.03 72.42 3.39 0.29 1.35 1.75 ----- ---- ----- ---- - 3.39 21.10 2.01 72.40 3.38 0.29 1.34 1.74 -- - --- - -- 3.38 21.20 1.98 72.39 3.36 0.29 1.34 1.73 ----- ---- ----- ----- ----- 3.36 21.30 1.96 72.38 3.35 0.29 1.34 1.72 ----- --- -- ----- -- 3.35 Continues on next page... route through basin 2 Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 21.40 1.93 72.37 3.34 0.29 1.34 1.71 ---- -- ----- -- 3.34 21.50 1.91 72.36 3.33 0.29 1.34 1.70 ----- --- - ---- ---- 3.33 21.60 1.88 72.34 3.31 0.29 1.33 1.69 - - ----- -- --- 3.31 21.70 1.86 72.33 3.30 0.29 1.33 1.68 --- ---- --- ----- --- 3.30 21.80 1.83 72.32 3.29 0.29 1.33 1.67 ---- --- --- ---- --- 3.29 21.90 1.81 72.31 3.27 0.29 1.33 1.66 ----- ----- ---- ---- ----- 3.27 22.00 1.78 72.29 3.26 0.29 1.33 1.64 --_ ____ ____ _____ -_ 3,26 22.10 1.83 72.28 3.25 0.29 1.32 1.63 -- - ---- ---- ----- 3.25 22.20 1.88 72.27 3.24 0.29 1.32 1.62 --- - -- ---- --- 3.24 22.30 1.94 72.26 3.22 0.29 1.32 1.61 ----- ----- ---- --- ---- 3.22 22.40 2.00 72.25 3.21 0.29 1.32 1.60 --_ ____ ____ _-- _-- 3.21 22.50 1.96 72.24 3.20 0.29 1.32 1.60 ---- --- -- --- ---- 3.20 22.60 1.92 72.23 3.19 0.29 1.32 1.59 --- ---- ----- ---- --- 3.19 22.70 1.87 72.21 3.18 0.29 1.31 1.58 --- - ----- ---- - 3.18 22.80 1.82 72.20 3.17 0.29 1.31 1.57 3.17 22.90 1.76 72.19 3.15 0.29 1.31 1.56 - ---- ---- -- -- 3.15 23.00 1.70 72.18 3.14 0.29 1.31 1.54 - -- -_- - -- 3.14 23.10 1.68 72.17 3.13 0.29 1.31 1.53 ----- ----- --- ----- ----- 3.13 23.20 1.66 72.15 3.11 0.29 1.30 1.52 -- -- ---- --- -- 3.11 23.30 1.64 72.14 3.10 0.29 1.30 1.51 -- ---- --- -- --- 3.10 23.40 1.62 72.13 3.08 0.29 1.30 1.50 --- --- ---- ----- - 3.08 23.50 1.61 72.12 3.07 0.29 1.30 1.48 ---- - ----- -- --- 3.07 23.60 1.59 72.10 3.05 0.29 1.30 1.47 - -- --- -- -- 3.05 23.70 1.57 72.09 3.04 0.29 1.29 1.46 ----- ----- -- --- -- 3.04 23.80 1.55 72.08 3.02 0.29 1.29 1.45 -- ----- __- _- _-_ 3.02 23.90 1.53 72.06 3.01 0.29 1.29 1.43 --- - ---- ---- ----- 3.01 24.00 1.51 72.05 3.00 0.29 1.29 1.42 - ----- ---- ---- ----- 2.99 24.10 1.42 72.04 2.98 0.29 1.28 1.41 -- ----- --- -_- --- 2.98 24.20 1.26 72.02 2.96 0.29 1.28 1.40 ----- ----- --- --- -- 2.96 24.30 1.03 72.01 2.95 0.29 1.28 1.38 ---- ----- ---- ----- ----- 2.95 24.40 0.73 71.99 2.92 0.28 1.28 1.36 -- -- ---- -- ----- 2.92 24.50 0.49 71.97 2.90 0.28 1.27 1.34 ----- ----- ---- -- --- 2.90 24.60 0.29 71.95 2.87 0.28 1.27 1.32 --- ----- -- --- --- 2.87 24.70 0.14 71.93 2.84 0.28 1.27 1.29 ---- ----- ---- --- ---- 2.84 24.80 0.05 71.90 2.81 0.28 1.26 1.26 -- -- -- ---- - 2.81 24.90 0.00 71.88 2.78 0.28 1.26 1.24 --- --- --- --- 2.78 25.00 0.00 71.86 2.75 0.28 1.25 1.21 ----- ---- --- -- -- 2.75 25.10 0.00 71.83 2.72 0.28 1.25 1.18 ----- - --- ----- ----- 2.72 25.20 0.00 71.81 2.68 0.28 1.25 1.16 ---- --- ---- ----- - -- 2.68 25.30 0.00 71.79 2.65 0.28 1.24 1.13 -- -- - ---- 2.65 25.40 0.00 71.76 2.62 0.28 1.24 1.10 - ----- ---- ---- ---- 2.62 25.50 0.00 71.74 2.58 0.28 1.23 1.07 ----- -- -- ----- --- 2.58 25.60 0.00 71.72 2.55 0.28 1.23 1.04 --- ----- --- -- ---- 2.55 25.70 0.00 71.70 2.51 0.28 1.23 1.01 ---- ----- ----- ----- --- 2.51 25.80 0.00 71.67- 2.48 0.28 1.22 0.98 - ----- ----- ---- ----- 2.48 25.90 0.00 71.65 2.45 0.28 1.22 0.95 ----- ----- ----- -- --- 2.45 26.00 0.00 71.63 2.41 0.28 1.21 0.92 ---- -- -- ---- --- 2.41 26.10 0.00 71.61 2.38 0.28 1.21 0.89 ---- - -- -- ---- 2.38 26.20 0.00 71.59 2.34 0.28 1.21 0.86 - - ----- -- --- 2.34 26.30 0.00 71.57 2.30 0.28 1.20 0.82 ----- -- ---- ----- ----- 2.30 26.40 0.00 71.55 2.26 0.28 1.20 0.78 ----- --- -- ----- -- 2.26 Continues on next page... route through basin 2 Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs efs cfs efs cfs cfs cfs 26.50 0.00 71.53 2.22 0.28 1.20 0.74 --_ __- ___- _____ -__ 222 26.60 0.00 71.51 2.18 0.28 1.19 0.71 --- -- - ----- ---- 2.18 26.70 0.00 71.49 2.14 0.28 1.19 0.67 ---- ----- ----- ---- ---- 2.14 26.80 0.00 71.48 2.10 0.28 1.19 0.63 ---- -- ----- ----- --- 2.10 26.90 0.00 71.46 2.06 0.28 1.18 0.60 --- -- ----- --- ---- 2.06 27.00 0.00 71.44 2.02 0.28 1.18 0.56 ----- -- -- -- ---- 2.02 27.10 0.00 71.42 1.98 0.28 1.18 0.53 --_ __- _____ _____ ___ 1.98 27.20 0.00 71.41 1.95 0.27 1.17 0.50 ---- ----- ----- - ---- 1.95 27.30 0.00 71.39 1.91 0.27 1.17 0.47 --- --- ---- ----- ---- 1.91 27.40 0.00 71.37 1.88 0.27 1.17 0.44 ---- - ----- ----- -- 1.88 27.50 0.00 71.36 1.85 0.27 1.16 0.41 ----- ---- --- ----- ---- 1.85 27.60 0.00 71.34 1.82 0.27 1.16 0.38 1.82 27.70 0.00 71.33 1.79 0.27 1.16 0.36 -_ _-_ -____ -__ -__ 1.79 27.80 0.00 71.31 1.76 0.27 1.16 0.33 -- --- --- --- ----- 1.76 27.90 0.00 71.29 1.73 0.27 1.15 0.30 --- -- -- ---- ---- 1.73 28.00 0.00 71.28 1.70 0.27 1.15 0.28 ---- ----- ---- ---- ---- 1.70 28.10 0.00 71.27 1.67 0.27 1.15 0.25 -- ---- --- ---- 1.67 28.20 0.00 71.25 1.65 0.27 1.14 0.23 ---- ----- -- ----- ----- 1.65 28.30 0.00 71.24 1.62 0.27 1.14 0.20 ---- - ----- -- ---- 1.62 28.40 0.00 71.22 1.59 0.27 1.14 0.18 --- - ----- -- ----- 1.59 28.50 0.00 71.21 1.57 0.27 1.14 0.16 -- - ---- ---- --- 1.56 28.60 0.00 71.20 1.54 0.27 1.13 0.14 -- ----- --- ----- -- 1.54 28.70 0.00 71.18 1.53 0.27 1.13 0.13 ----- --- --- ----- -- 1.53 28.80 0.00 71.17 1.52 0.27 1.13 0.12 ----- --- ---- --- ----- 1.52 28.90 0.00 71.16 1.51 0.27 1.13 0.11 ---- ----- ----- -- ----- 1.51 29.00 0.00 71.14 1.50 0.27 1.12 0.10 - ----- -- -- ----- 1.49 29.10 0.00 71.13 1.48 0.27 1.12 0.09 ---- -- --- --- -- 1.48 29.20 0.00 71.12 1.47 0.27 1.12 0.08 - ----- ----- ----- ---- 1.47 29.30 0.00 71.11 1.46 0.27 1.12 0.07 ---- - --__ __- ____ 1.46 29.40 0.00 71.09 1.45 0.27 1.11 0.06 - ----- ---- ----- -- 1.45 29.50 0.00 71.08 1.44 0.27 1.11 0.06 . -- ----- ---- - -- 1.44 29.60 0.00 71.07 1.43 0.27 1.11 0.05 ----- -- -- ----- ----- 1.43 29.70 0.00 71.06 1.42 0.27 1.11 0.04 ---- - --- -- ----- 1.41 29.80 0.00 71.04 1.40 0.27 1.11 0.03 ---- ----- -- ----- 1.40 29.90 0.00 71.03 1.39 0.27 1.10 0.02 - - ---- ----- -- 1.39 30.00 0.00 71.02 1.38 0.27 1.10 0.01 --- -- ----- - -- 1.38 30.10 0.00 71.01 1.37 0.27 1.10 0.01 - --- -- - ---- 1.37 30.20 0.00 70.99 1.36 0.27 1.10 ----- 1.36 30.30 0.00 70.98 1.36 0.27 1.09 - -- - -- - --- 1.36 30.40 0.00 70.97 1.36 0.27 1.09 ----- ----- ----- ----- --- 1.36 30.50 0.00 70.95 1.36 0.27 1.09 - ----- ---- -- -- ---- 1.35 30.60 0.00 70.94 1.35 0.27 1.09 - ----- ----- -- ----- ---- 1.35 30.70 0.00 70.93 1.35 0.27 1.08 -- ----- - -- -- ----- 1.35 30.80 0.00 70.91 1.35 0.27 1.08 ----- ----- ---- ---- -- - 1.35 30.90 0.00 70.90 1.34 0.27 1.08 --- -- - --- --- --- 1.34 31.00 0.00 70.89 1.34 0.27 1.07 -- ----- ----- ----- --- --- 1.34 31.10 0.00 70.87 1.34 0.26 1.07 - --- - ---- ---- ----- 1.34 31.20 0.00 70.86 1.33 0.26 1.07 ----- ---- - ----- ----- --- 1.33 31.30 0.00 70.85 1.33 0.26 1.07 -. -- ----- ----- ----- -_- 1.33 31.40 0.00 70.84 1.33 0.26 1.06 ----- ----- --- ----- -- ----- 1.33 31.50 0.00 70.82 1.33 0.26 1.06 ---- ----- - ----- -- --- 1.32 Continues on next page... route through basin 2 Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft Cfs sfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs 36.70 0.00 70.18 1.17 0.25 0.92 ----- --- -- ----- ---- - 1.17 36.80 0.00 70.17 1.17 0.25 0.92 ----- _- ----- - ---- --- 1.17 36.90 0.00 70.16 1.17 0.25 0.92 --- ----- ---- -- ____ ____ 1.17 37.00 0.00 70.15 1.17 0.25 0.91 ----- -- -- ----- -- ---- 1.16 37.10 0.00 70.14 1.16 0.25 0.91 ----- -_- - ----- ----- 1.16 37.20 0.00 70.12 1.16 0.25 0.91 ----- ---- --- ---- ----- -- 1.16 37.30 0.00 70.11 1.16 0.25 0.91 -- ----- ----- ----- --- --- 1.15 37.40 0.00 70.10 1.15 0.25 0.90 -- -- -- ---- --- -- 1.15 37.50 0.00 70.09 1.15 0.25 0.90 1.15 37.60 0.00 70.08 1.15 0.25 0.90 ---- ---- ----- -- ---- ----- 1.15 37.70 0.00 70.07 1.14 0.25 0.89 ---- --- ----- ---- -- -- 1.14 37.80 0.00 70.06 1.14 0.25 0.89 ----- ----- -- -- ---- -- 1.14 37.90 0.00 70.04 1.14 0.25 0.89 - ----- - ----- - --- 1.14 38.00 0.00 70.03 1.14 0.25 0.89 ----- --- ----- ---- -- 1.13 38.10 0.00 70.02 1.13 0.25 0.88 --- ----- ----- -- --- ---- 1.13 38.20 0.00 70.01 1.13 0.25 0.88 --- -- --_ ---- --- ---- 1.13 38.30 0.00 70.00 1.13 0.25 0.88 -- --_- --- ----- - ----- 1.12 38.40 0.00 69.99 1.12 0.25 0.88 ----- ---- -- ---- - -- 1.12 38.50 0.00 69.98 1.12 0.25 0.87 ----- --- - ----- --- ----- 1.12 38.60 0.00 69.97 1.12 0.25 0.87 ----- ---- ---- ---- ---- ---- 1.12 38.70 0.00 69.96 1.11 0.25 0.87 ---- -- -- --- - ----- 1.11 38.80 0.00 69.94 1.11 0.24 0.86 ----- --- ----- ---- --- -- 1.11 38.90 0.00 69.93 1.11 0.24 0.86 - ----- ----- --- ----- ----- 1.11 39.00 0.00 69.92 1.11 0.24 0.86 ----- -- ----- ----- --- --- 1.10 39.10 0.00 69.91 1.10 0.24 0.86 ---_ -- ----- ---- -- ----- 1.10 39.20 0.00 69.90 1.10 0.24 0.85 ---- --- ----- -- ----- ---- 1.10 39.30 0.00 69.89 1.10 0.24 0.85 ----- --- --- -- ----- -- 1.09 39.40 0.00 69.88 1.09 0.24 0.85 -- --- ---- ---- ----- ----- 1.09 39.50 0.00 69.87 1.09 0.24 0.85 ---- --_- -- -- --- --_ 1.09 39.60 0.00 69.86 1.09 0.24 0.84 -- - - ---- - ----- 1.09 39.70 0.00 69.85 1.08 0.24 0.84 ----- - --- --- ----- -- 1.08 39.80 0.00 69.84 1.08 0.24 0.84 ---- ----- ----- ---- ----- - 1.08 39.90 0.00 69.83 1.08 0.24 0.83 ----- ----- ----- ----- -- --- 1.08 40.00 0.00 69.82 1.08 0.24 0.83 - --- -- -- ----- -- 1.07 40.10 0.00 69.80 1.07 0.24. 0.83 - ---- ----- ----- -- -- 1.07 40.20 0.00 69.79 1.07 0.24 0.83 ---- ---- -_- ----- ---- - 1.07 40.30 0.00 69.78 1.07 0.24 0.82 -- ----- ---- --- --- --_ 1.06 40.40 0.00 69.77 1.06 0.24 0.82 ----- ----- --- ----- ----- --- 1.06 40.50 0.00 69.76 1.06 0.24 0.82 -- --- ----- - -- -- 1.06 40.60 0.00 69.75 1.06 0.24 0.82 ----- ----- =---- - --- ---- 1,06 40.70 0.00 69.74 1.05 0.24 0.81 - ---_ -- - --- ----- 1.05 40.80 0.00 69.73 1.05 0.24 0.81 ----- ----- -- ----- ---- ---- 1.05 40.90 0.00 69.72 1.05 0.24 0.81 ---- ---- --- ----- -- --- 1.05 41.00 0.00 69.71 1.05 0.24 0.80 ---- ---- - --- ----- ---- 1.04 41.10 0.00 69.70 1.04 0.24 0.80 ---- ----- ---- -- ----- ---- 1.04 41.20 0.00 69.69 1.04 0.24 0.80 ---- ---- ----- ----- -- ----- 1.04 41.30 0.00 69.68 1.04 0.24 0.80 ----- ---- -- ----- - - 1.03 41.40 0.00 69.67 1.03 0.24 0.79 --- ---- ----- ----- ----- ----- 1.03 41.50 0.00 69.66 1.03 0.24 0.79 ----- --- ---_ -- -- ---- 1.03 41.60 0.00 69.65 1.03 0.24 0.79 ----- ----- ----- ---- ----- -- 1.03 41.70 0.00 69.64 1.02 0.24 0.78 ---- ----- - -_ ___ __- 1.02 Continues on next page... route through basin 2 Page 7 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfii Outflow (hrs) cfs ft cis cfs cfs dfs cfs cfs cfs cfs cfs cfs 41.80 0.00 69.63 1.02 0.24 0.78 -- - ---- - ---- -- 1.02 41.90 0.00 69.62 1.02 0.24 0.78 --- --_-- -- ---- ----- ---- 1.02 42.00 0.00 69.61 1.02 0.24 0.78 ---- -- ----- -- -- --- 1.01 42.10 0.00 69.60 1.01 0.24 0.77 - - ---- -- ----- 1.01 42.20 0.00 69.59 1.01 0.24 0.77 -- _-_ _-_ _-___ _- 1.01 42.30 0.00 69.58 1.01 0.24 0.77 ---- -_ -- ----- ---- 1.00 42.40 0.00 69.57 1.00 0.24 0.77 ---- ___ ____ ____ ___ _____ 1.00 42.50 0.00 69.56 1.00 0.24 0.76 ---- ---- _- ____ _-_ ___ 1.00 42.60 0.00 69.55 1.00 0.24 0.76 -- -- -- ----- ---- -- 1.00 42.70 0.00 69.54 0.99 0.24 0.76 -- -- - ----- ---- ___ 0.99 42.80 0.00 69.53 0.99 0.24 0.75 - ----- - -- ----- --- 0.99 42.90 0.00 69.52 0.99 0.24 0.75 - ----- ---- ----- -- ---- 0.99 43.00 0.00 69.51 0.99 0.23 0.75 ---- --- --- ----- --- --- 0.98 43.10 0.00 69.50 0.98 0.23 0.75 ---- ----- --- ----- ----- ----- 0.98 43.20 0.00 69.49 0.98 0.23 0.74 ---- -- ---- ----- ----- ---- 0.98 43.30 0.00 69.48 0.98 0.23 0.74 --- --- ----- ---- ----- -- 0.97 43.40 0.00 69.47 0.97 0.23 0.74 - -- ---- ----- 0.97 43.50 0.00 69.46 0.97 0.23 0.73 ----- - -- - ----- ----- 0.97 43.60 0.00 69.45 0.97 0.23 0.73 ---- ----- -- --- -- ---- 0.97 43.70 0.00 69.44 0.96 0.23 0.73 ----- ----- -- -- ----- -- 0.96 43.80 0.00 69.43 0.96 0.23 0.73 ---- ----- --- -- -- -- 0.96 43.90 0.00 69.42 0.96 0.23 0.72 ---- ---- ----- ----- - --- 0.96 44.00 0.00 69.41 0.96 0.23 0.72 --- ----- -- ----- -- ----- 0.95 44.10 0.00 69.41 0.95 0.23 0.72 -- - -- ----- ----- --- 0.95 44.20 0.00 69.40 0.95 0.23 0.72 ----- ----- ----- _-- ---- -- 0.95 44.30 0.00 69.39 0.95 0.23 0.71 ----- ----- --- - - ---- 0.94 44.40 0.00 69.38 0.94 0.23 0.71 ---- ----- ----- - - - 0.94 44.50 0.00 69.37 0.94 0.23 0.71 -- ---- --- --- - -- 0.94 44.60 0.00 69.36 0.94 0.23 0.70 -- - -- --- ----- ---- 0.94 44.70 0.00 69.35 0.93 0.23 0.70 ----- - ----- - --- ---- 0.93 44.80 0.00 69.34 0.93 0.23 0.70 ---- -- -- ---- -- --- 0.93 44.90 0.00 69.33 0.93 0.23 0.69 ----- - -- ---- ---- ---- 0.93 45.00 0.00 69.32 0.92 0.23 0.69 ----- ----- ---- -- ---- --- 0.92 45.10 0.00 69.31 0.92 0.23 0.69 ----- - - ----- --- ----- 0.92 45.20 0.00 69.30 0.92 0.23 0.69 - --- - - ----- -- 0.92 45.30 0.00 69.29 0.91 0.23 0.68 - ---- ---- ---- 0.91 45.40 0.00 69.29 0.91 0.23 0.68 ---- -- - ----- --- ----- 0.91 45.50 0.00 69.28 0.91 0.23 0.68 0.91 45.60 0.00 69.27 0.91 0.23 0.68 - ----- - -- ---- 0.90 45.70 0.00 69.26 0.90 0.23 0.67 -- ---- ---- ----- ----- 0.90 45.80 0.00 69.25 0.90 0.23 0.67 -- ----- --- ----- ---- ----- 0.90 45.90 0.00 69.24 0.90 0.23 0.67 ----- -- ----- --- ----- 0.90 46.00 0.00 69.23 0.89 0.23 0.66 ---- ---- - -- ----- 0.89 46.10 0.00 69.22 0.89 0.23 0.66 ---_ ---- --- ---- _---- ---- 0.89 46.20 0.00 69.21 0.89 0.23 0.66 -- ----- ----- - ----- 0.89 46.30 0.00 69.21 0.88 0.23 0.66 --- ----- ---- ----- ---- ----- 0.88 46.40 0.00 69.20 0.88 0.23 0.65 ----- - ----- -- - -- _ 0.88 46.50 0.00 69.19 0.88 0.23 0.65 ----- --- ----- --- ----- -- 0.88 46.60 0.00 69.18 0.87 0.23 0.65 - ---- -- -- ----- --- 0.87 46.70 0.00 69.17 0.87 0.23 0.64 ---- ---- --_- ----- _--- --- 0.87 46.80 0.00 69.16 0.87 0.23 0.64 ---- ---- -- -- - ----- 0.87 Continues on next page... route through basin 2 Page 8 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) ds ft dfs efs efs dfs cfs cfs efs efs efs cfs 46.90 0.00 69.15 0.87 0.23 0.64 -- --- ---- ----- - - 0.86 47.00 0.00 69.15 0.86 0.23 0.63 - ---- -- ---- ----- ----- 0.86 47.10 0.00 69.14 0.86 0.23 0.63 - - - -- ----- - -- 0.86 47.20 0.00 69.13 0.86 0.23 0.63 --- ----- ----- ----- ----- ----- 0.85 47.30 0.00 69.12 0.85 0.23 0.63 - --- ---- -- -- ---__ 0.85 47.40 0.00 69.11 0.85 0.23 0.62 ----- ---- ---- ----- --- --- 0.85 47.50 0.00 69.10 0.85 0.23 0.62 ---- -- -_ _- _____ ____ 0.85 47.60 0.00 69.10 0.84 0.23 0.62 --- - - ---- ----- - 0.84 47.70 0.00 69.09 0.84 0.22 0.61 ----- ---- ----- ---- -- -- 0.84 47.80 0.00 69.08 0.84 0.22 0.61 ---- --- -- --- ----- -- 0.84 47.90 0.00 69.07 0.84 0.22 0.61 - ----- -- ----- -- --- 0.83 48.00 0.00 69.06 0.83 0.22 0.61 ---- - --- --- ----- 0.83 48.10 0.00 69.05 0.83 0.22 0.60 ---- --- -- -- -- -- 0.83 48.20 0.00 69.05 0.83 0.22 0.60 ---- ----- ----- --- ----- ----- 0.82 48.30 0.00 69.04 0.82 0.22 0.60 -- -- --- ---- - ---- 0.82 48.40 0.00 69.03 0.82 0.22 0.59 ---- ----- ----- ----- - -- 0.82 48.50 0.00 69.02 0.82 0.22 0.59 ----- -- - -- ----- 0.81 48.60 0.00 69.01 0.81 0.22 0.59 ---- - ---- -- --- - 0.81 48.70 0.00 69.01 0.81 0.22 0.59 -- -- -- -- ----- ---- 0.81 48.80 0.00 69.00 0.81 0.22 0.58 -- --- ---- - - ----- 0.81 48.90 0.00 68.99 0.81 0.22 0.58 --- ---- ----- ---- --- 0.80 49.00 0.00 68.98 0.80 0.22 0.58 --- ---- ---- ---- ---- - 0.80 49.10 0.00 68.97 0.80 0.22 0.57 ----- ---- ---- - -- -- 0.80 49.20 0.00 68.96 0.80 0.22 0.57 -- ---- ---- ----- ---- 0.79 49.30 0.00 68.95 0.79 0.22 0.57 ----- --- ---- ----- -- ---- 0.79 49.40 0.00 68.94 0.79 0.22 0.56 - --- ---- ----- ----- 0.78 49.50 0.00 68.93 0.79 0.22 0.56 ---- -- ---- --- ----- -- 0.78 49.60 0.00 68.92 0.78 0.22 0.55 - ----- ----- --- ----- - 0.78 49.70 0.00 68.92 0.78 0.22 0.55 -- ----- --- - ---- ----- 0.77 49.80 0.00 68.91 0.78 0.22 0.55 0.77 49.90 0.00 68.90 0.77 0.22 0.54 - - ----- - ----- --- 0.77 50.00 0.00 68.89 0.77 0.22 0.54 ----- ----- - - ----- ----- 0.76 50.10 0.00 68.88 0.77 0.22 0.54 - - -- -- ----- ----- 0.76 50.20 0.00 68.87 0.76 0.22 0.53 - ----- - ---- ----- ----- 0.76 50.30 0.00 68.86 0.76 0.22 0.53 ----- - ---- -- ----- -- 0.75 50.40 0.00 68.85 0.76 0.22 0.53 ----- ---- - ---- ----- ----- 0.75 50.50 0.00 68.85 0.75 0.22 0.52 ---- - ----- ----- - --- 0.75 50.60 0.00 68.84 0.75 0.22 0.52 ---- ---- -- --- - -- 0.74 50.70 0.00 68.83 0.75 0.22 0.52 ----- ----- ---- - -- 0.74 50.80 0.00 68.82 0.74 0.22 0.51 ----- ---- ---- - ----- ----- 0.74 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 3 route through basin 2 Hydrograph type = Reservoir Peak discharge = 4.55 cfs Storm frequency = 50 yrs Time interval = 6 min Inflow hyd. No. = 2 Reservoir name = pond 2 Max. Elevation = 73.86 ft Max. Storage = 356,007 cuft Storage Indication method used. Outflow hydrograph volume=416,873 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.50 81.20 69.90 1.10 0.24 0.85 - -- -__ ___- _-_- _____ 1.10 12.60 72.66 70.65 1.29 0.26 1.03 -- -_ ___ ___ ____ 1.29 12.70 61.18 71.26 1.67 0.27 1.15 0.25 --- ----- --- ---- ---- 1.67 12.80 48.40 71.72 2.55 0.28 1.23 1.04 ---- --- --- --- ----- 2.54 12.90 36.05 72.06 3.00 0.29 1.29 1.43 ----- ___ ___ ___ ___ 3.00 13.00 27.08 72.30 3.27 0.29 1.33 1.65 --- ---- ---- ----- ---- 3.27 13.10 21.85 72.49 3.45 0.29 1.36 1.80 3.45 13.20 18.27 72.63 3.59 0.30 1.38 1.91 --- --- --- -- --- 3.59 13.30 15.98 72.75 3.69 0.30 1.40 2.00 ---- --- ----- --- --- 3.69 13.40 14.60 72.85 3.78 0.30 1.41 2.07 ----- ---- -- - ----- 3.78 13.50 13.68 72.94 3.85 0.30 1.43 2.13 -- -- -- --- ---- 3.85 13.60 12.93 73.02 3.92 0.30 1.44 2.18 ----- ---- ----- ----- --- 3.92 13.70 12.33 73.08 3.97 0.30 1.45 2.22 ----- --- -- --- --- 3.97 13.80 11.83 73.14 4.02 0.30 1.46 2.26 --- ---- --- -- -- 4.02 13.90 11.38 73.20 4.07 0.31 1.47 2.30 --- ----- --- ---- ----- 4.07 14.00 10.95 73.26 4.11 0.31 1.47 2.33 ----- -- ----- -- --- 4.11 14.10 10.53 73.31 4.15 0.31 1.48 2.36 -- -- -- -- --- 4.15 14.20 10.12 73.35 4.19 0.31 1.49 2.39 ----- -- ----- ----- --- 4.18 14.30 9.74 73.40 4.22 0.31 1.50 2.41 ----- -- -- ----- ---- 4.22 14.40 9.40 73.44 4.25 0.31 1.50 2.44 4.25 14.50 9.10 73.48 4.28 0.31 1.51 2.46 - -- ---- ---- -- 4.28 14.60 8.83 73.51 4.30 0.31 1.51 2.48 - - ---- --- --- 4.30 14.70 8.59 73.55 4.33 0.31 1.52 2.50 ----- ----- - ---- --- 4.33 14.80 8.37 73.58 4.35 0.31 1.52 2.52 ----- ----- --- --- ---- 4.35 14.90 8.16 73.61 4.37 0.31 1.53 2.53 ---- -- ---- ---- ---- 4.37 15.00 7.95 73.64 4.39 0.31 1.53 2.55 - ----- -- 4.39 15.10 7.74 73.66 4.41 0.31 1.53 2.56 ----- - ---_ _- ---- 4.41 15.20 7.54 73.69 4.43 0.31 1.54 2.58 - - --- --- --- 4.43 15.30 7.33 73.71 4.44 0.31 1.54 2.59 ----- ----- --- --- ----- 4.44 15.40 7.11 73.73 4.46 0.31 1.54 2.60 - ----- ----- - --- 4.46- 15.50 6.90 73.75 4.47 0.31 1.55 2.61 --- -- -- -- ---- 4.47 15.60 6.69 73.77 4.49 0.31 1.55 2.62 ----- ----- -- -- ---- 4.48 15.70 6.48 73.79 4.50 0.31 1.55 2.63 ---- --- - --- --- 4.50 15.80 6.27 73.80 4.51 0.31 1.55 2.64 -- --- --- --- -- 4.51 15.90 6.05 73.81 4.51 0.31 1.55 2.65 --- -- --- --- ----- 4.51 16.00 5.84 73.82 4.52 0.32 1.56 2.65 -- -- ----- ----- ----- 4.52 16.10 5.63 73.83 4.53 0.32 1.56 2.66 - ----- ----- ---- ---- 4.53 16.20 5.42 73.84 4.53 0.32 1.56 2.66 ----- ---- - --- ----- 4.53 Continues on next page... route through basin 2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs efs efs 16.30 5.24 73.85 4.54 0.32 1.56 2.66 -_ _- ____ _____ _____ 4.54 16.40 5.07 73.85 4.54 0.32 1.56 2.67 -- ---- ----- -- ---- 4.54 16.50 4.93 73.85 4.54 0.32 1.56 2.67 ----- -- ----- ---- ----- 4.54 16.60 4.80 73.86 4.55 0.32 1.56 2.67 -- ---- - ----- ----- 4.54 16.70 4.69 73.86 4.55 0.32 1.56 2.67 -- --- -- - ---- -- 4.55 16.80 4.59 73.86<< 4.55 0.32 1.56 2.67 - - _--- --- - 4.55<< 16.90 4.49 73.86 4.55 0.32 1.56 2.67 ---- ----- ---- ---- ---- 4.55 17.00 4.40 73.86 4.55 0.32 1.56 2.67 ----- --- ---- ----- -- 4.55 17.10 4.31 73.86 4.55 0.32 1.56 2.67 -- _---- --- _- --- 4.54 17.20 4.21 73.85 4.54 0.32 1.56 2.67 ---- -_ ---- -- ----- 4.54 17.30 4.12 73.85 4.54 0.32 1.56 2.67 - ----- -_ ----- --- 4.54 17.40 4.03 73.85 4.54 0.32 1.56 2.66 --- ----- ---- ---- -- 4.54 17.50 3.93 73.84 4.54 0.32 1.56 2.66 - ----- --- ----- --- 4.54 17.60 3.84 73.84 4.53 0.32 1.56 2.66 ----- ---- -- --- ----- 4.53 17.70 3.74 73.83 4.53 0.32 1.56 2.66 --- ----- ----- ---- - 4.53 17.80 3.65 73.83 4.52 0.32 1.56 2.65 ----- --- -- ---- -- 4.52 17.90 3.56 73.82 4.52 0.31 1.56 2.65 ----- -- ----- -- -- 4.52 18.00 3.46 73.81 4.51 0.31 1.55 2.65 ----- _-_ -- ---- --- 4.51 18.10 3.37 73.80 4.51 0.31 1.55 2.64 - ----- ----- --- ----- 4.51 18.20 3.28 73.79 4.50 0.31 1.55 2.64 ----- 4.50 18.30 3.20 73.79 4.50 0.31 1.55 2.63 4.50- 18.40 3.13 73.77 4.49 0.31 1.55 2.63 ----- ----- --- --- -- 4.49 18.50 3.08 73.76 4.48 0.31 1.55 2.62 --- -- _- _____ __- 4.48 18.60 3.03 73.75 4.47 0.31 1.55 2.61 ---- -- ---- ----- ----- 4.47 18.70 2.99 73.74 4.47 0.31 1.54 2.61 ---- ----- ---- - ----- 4.47 18.80 2.96 73.73 4.46 0.31 1.54 2.60 ---- ---- ---- - ----- 4.46 18.90 2.93 73.72 4.45 0.31 1.54 2.60 - --- ----- --- ---- 4.45 19.00 2.90 73.71 4.44 0.31 1.54 2.59 --_ --- --- ----- ---- 4.44 19.10 2.88 73.70 4.43 0.31 1.54 2.58 -- -- ---- ----- ----- 4.43 19.20 2.85 73.68 4.42 0.31 1.54 2.58 --- - -- ----- ----- 4.42 19.30 2.82 73.67 4.42 0.31 1.53 2.57 -- ----- --- - -- 4.42 19.40 2.79 73.66 4.41 0.31 1.53 2.56 --- --- ----- ----- ----- 4.41 19.50 2.76 73.65 4.40 0.31 1.53 2.56 ----- --_- ---- ----- --- 4.40 19.60 2.74 73.63 4.39 0.31 1.53 2.55 ----- ----- _- --- ----- 4.39 19.70 2.71 73.62 4.38 0.31 1.53 2.54 - ----- ---- -- 4.38 19.80 2.68 73.61 4.37 0.31 1.53 2.53 ----- ----- ----- ----- ----- 4.37 19.90 2.65 73.60 4.36 0.31 1.52 2.53 ---- ----- ---- ---- -- 4.36 20.00 2.62 73.58 4.35 0.31 1.52 2.52 ---- - ---- -- ----- 4.35 20.10 2.59 73.57 4.34 0.31 1.52 2.51 ---- -- -_ ----- 4.34 20.20 2.57 73.56 4.33 0.31 1.52 2.50 - - ---- ---- 4.33 20.30 2.54 73.54 4.32 0.31 1.52 2.50 ----- - ---- ----- ---- 4.32 20.40 2.51 73.53 4.31 0.31 1.51 2.49 ----- - ----- ---- ---- 4.31 20.50 2.48 73.51 4.30 0.31 1.51 2.48 ----- ----- ---- - --- 4.30 20.60 2.45 73.50 4.29 0.31 1.51 2.47 - ---- ----- --- 4.29 20.70 2.42 73.49 4.28 0.31 1.51 2.46 ----- ----- - ----- ----- 4.28 20.80 2.40 73.47 4.27 0.31 1.51 2.46 ---- ----- - ---- ----- 4.27 20.90 2.37 73.46 4.26 0.31 1.50 2.45 -- - ----- ---- --- 4.26 21.00 2.34 73.44 4.25 0.31 1.50 2.44 ---- -- ---- ----- ---- 4.25 21.10 2.31 73.43 4.24 0.31 1.50 2.43 - -_ --- ---- --- 4.24 21.20 2.28 73.41 4.23 0.31 1.50 2.42 - ----- ----- ----- ---- 4.23 21.30 2.25 73.40 4.22 0.31 1.50 2.41 -- ----- ---- - - 4.22 Continues on next page... route through basin 2 Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 21.40 2.23 73.38 4.21 0.31 1.49 2.41 ----- -- ----- --- - 4.21 21.50 2.20 73.37 4.20 0.31 1.49 2.40 ----- ----- ----- -- ----- 4.20 21.60 2.17 73.35 4.18 0.31 1.49 2.39 -- ----- -- ----- ---- 4.18 21.70 2.14 73.34 4.17 0.31 1.49 2.38 --- ----- ---- --- ---- 4.17 21.80 2.11 73.32 4.16 0.31 1.48 2.37 --- ----- ----- -- 4.16 21.90 2.08 73.31 4.15 0.31 1.48 2.36 ---- ---- -- ----- ----- 4.15 22.00 2.05 73.29 4.14 0.31 1.48 2.35 -- ----- --- -- ----- 4.14 22.10 2.11 73.27 4.12 0.31 1.48 2.34 - ----- ----- ---- 4.12 22.20 2.16 73.26 4.11 0.31 1.48 2.33 ---- ----- ----- -- ----- 4.11 22.30 2.23 73.24 4.10 0.31 1.47 2.32 - --- ----- - -- 4.10 22.40 2.31 73.23 4.09 0.31 1.47 2.31 ---- ----- -- - - 4.09 22.50 2.26 73.22 4.08 0.31 1.47 2.31 ----- ----- --- ---- ----- 4.08 22.60 2.21 73.20 4.07 0.31 1.47 2.30 ----- - - ---- --- 4.07 22.70 2.15 73.19 4.06 0.30 1.46 2.29 --- ---- ----- ----- --- 4.06 22.80 2.09 73.17 4.05 0.30 1.46 2.28 ---- -- ----- -- ---- 4.05 22.90 2.02 73.16 4.03 0.30 1.46 2.27 ---- -- ----- ----- --- 4.03 23.00 1.95 73.14 4.02 0.30 1.46 2.26 ---- --- ---- -- ---- 4.02 23.10 1.93 73.13 4.01 0.30 1.46 2.25 ---- -- ---- ---- ---- 4.01 23.20 1.91 73.11 4.00 0.30 1.45 2.24 ---- ----- ----- -- --- 4.00 23.30 1.89 73.09 3.98 0.30 1.45 2.23 ----- ---- ----- ----- --- 3.98 23.40 1.87 73.08 3.97 0.30 1.45 2.22 - ----- ---- ---- ---- 3.97 23.50 1.85 73.06 3.96 0.30 1.45 2.21 ---- ----- ---- ---- ---- 3.96 23.60 1.83 73.05 3.95 0.30 1.44 2.20 ----- ----- ---- -- ----- 3.94 23.70 1.80 73.03 3.93 0.30 1.44 2.19 ----- -- -- ---- ---- 3.93 23.80 1.78 73.01 3.92 0.30 1.44 2.18 ----- ----- --- -- ---- 3.92 23.90 1.76 73.00 3.91 0.30 1.44 2.17 --- ----- ---- ----- ----- 3.90 24.00 1.74 72.98 3.89 0.30 1.43 2.15 ---- ----- - - -- 3.89 24.10 1.64 72.96 3.87 0.30 1.43 2.14 ----- ----- ---- --- ----- 3.87 24.20 1.45 72.94 3.86 0.30 1.43 2.13 ----- - --- ----- ---- 3.86 24.30 1.19 72.92 3.84 0.30 1.42 2.11 ----- -- ----- ----- ---- 3.84 24.40 0.84 72.89 3.82 0.30 1.42 2.10 - ---- ----- - ---- 3.82 24.50 0.56 72.87 3.80 0.30 1.42 2.08 - ----- ---- ----- --- 3.80 24.60 0.33 72.84 3.77 0.30 1.41 2.06 ----- --- ----- ----- 3.77 24.70 0.17 72.81 3.75 0.30 1.41 2.04 ----- ----- ---- ---- --- 3.75 24.80 0.06 72.77 3.72 0.30 1.40 2.02 ---- ----- - ---- - 3.72 24.90 0.00 72.74 3.69 0.30 1.40 1.99 ---- ----- - ----- ---- 3.69 25.00 0.00 72.71 3.66 0.30 1.39 1.97 ---- ----- - ----- 3.66 25.10 0.00 72.68 3.63 0.30 1.39 1.95 ----- ---- ----- ----- 3.63 25.20 0.00 72.65 3.61 0.30 1.38 1.93 ----- ----- --- --- ---- 3.61 25.30 0.00 72.62 3.58 0.30 1.38 1.90 ---- =--- ---- ----- 3.58 25.40 0.00 72.59 3.55 0.30 1.37 1.88 - - ----- ----- ----- 3.55 25.50 0.00 72.56 3.52 0.29 1.37 1.86 -- ---- ----- --- ---- 3.52 25.60 0.00 72.53 3.49 0.29 1.36 1.83 ---- ----- ----- - ---- 3.49 25.70 0.00 72.50 3.46 0.29 1.36 1.81 ----- - ---- ----- ---- 3.46 25.80 0.00 72.47 3.43 0.29 1,35 1.79 - ---- -- --- ----- 3.43 25.90 0.00 72.44 3.41 0.29 1.35 1.76 ----- ---- ---- -- - 3.41 26.00 0.00 72.41 3.38 0.29 1.35 1.74 ----- ----- -- ----- ---- 3.38 26.10 0.00 72.38 3.35 0.29 1.34 1.72 --- - --- ----- ---- 3.35 26.20 0.00 72.35 3.32 0.29 1.34 1.69 ---- -- ----- ---- 3.32 26.30 0.00 72.32 3.29 0.29 1.33 1.67 ---- ---- ----- --- ----- 3.29 26.40 0.00 72.29 3.26 0.29 1.33 1.64 - ----- -- -- --- 3.26 Continues on next page... route through basin 2 Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfl Outflow (hrs) ds ft Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs 26.50 0.00 72.26 3.23 0.29 1.32 1.62 - - -- - - 3.23 26.60 0.00 72.24 3.20 0.29 1.32 1.60 - - ----- ---- - 3.20 26.70 0.00 72.21 3.17 0.29 1.31 1.57 - - ----- -- - 3.17 26.80 0.00 72.18 3.14 0.29 1.31 1.55 - - - --- --- 3.14 26.90 0.00 72.15 3.11 0.29 1.30 1.52 - - - - -- 3.11 27.00 0.00 72.13 3.08 0.29 1.30 1.49 - ----- --- - - 3.08 27.10 0.00 72.10 3.05 0.29 1.30 1.47 - - ----- - -_ 3.05 27.20 0.00 72.07 3.02 0.29 1.29 1.44 - - -- -- ---- 3.02 27.30 0.00 72.05 2.99 0.29 1.29 1.42 - -- - - - 2.99 27.40 0.00 72.02 2.96 0.29 1.28 1.39 - ----- -- --- --- 2.96 27.50 0.00 72.00 2.93 0.29 1.28 1.37 ---- - -- - - 2.93 27.60 0.00 71.97 2.90 0.28 1.27 1.34 - --- --- - --- 2.90 27.70 0.00 71.95 2.87 0.28 1.27 1.31 - ----_ ----- -_ --- 2.87 27.80 0.00 71.92 2.83 0.28 1.27 1.29 - - _--- _---- --- 2.83 27.90 0.00 71.90 2.80 0.28 1.26 1.26 -- - - 2.80 28.00 0.00 71.87 2.77 0.28 1.26 1.23 -- - - -- --- 2.77 28.10 0.00 71.85 2.74 0.28 1.25 1.20 ---- - - --- 2.74 28.20 0.00 71.83 2.71 0.28 1.25 1.18 -- - -- ---- --- 2.71 28.30 0.00 71.80 2.68 0.28 1.24 1.15 ---- -- -- ----- ----- 2.68 28.40 0.00 71.78 2.64 0.28 1.24 1.12 - - ----- - - 2.64 28.50 0.00 71.76 2.61 0.28 1.24 1.09 - -- ----- --- --- 2.61 28.60 0.00 71.74 2.57 0.28 1.23 1.06 - - --- -- ---- 2.57 28.70 0.00 71.71 2.54 0.28 1.23 1.03 - ---- - ----- ----- 2.54 28.80 0.00 71.69 2.50 0.28 1.22 1.00 - - - --- - 2.50 28.90 0.00 71.67 2.47 0.28 1.22 0.97 ----- ---- -- - -- 2.47 29.00 0.00 71.65 2.44 0.28 1.22 0.94 - ---- - ----- - 2.44 29.10 0.00 71.63 2.41 0.28 1.21 0.91 ---- - - - -- 2.41 29.20 0.00 71.61 2.37 0.28 1.21 0.89 - -- ---- - -- 2.37 29.30 0.00 71.59 2.33 0.28 1.21 0.85 - --- --- ----- -- 2.33 29.40 0.00 71.57 2.29 0.28 1.20 0.81 - ----- - ----- - 2.29 29.50 0.00 71.55 2.25 0.28 1.20 0.77 - ----- - - -- 2.25 29.60 0.00 71.53 2.21 0.28 1.20 0.73 - ----- ----- ---_ -- 2.21 29.70 0.00 71.51 2.17 0.28 1.19 0.70 - - - ---- --- 2.17 29.80 0.00 71.49 2.13 0.28 1.19 0.66 - ---- - - ----- 2.13 29.90 0.00 71.47 2.09 0.28 1.19 0.63 ----- - -- -- 2.09 30.00 0.00 71.45 2.05 0.28 1.18 0.59 - ----- - - ---- 2.05 30.10 0.00 71.44 2.01 0.28 1.18 0.56 - ----- - - ----- 2.01 30.20 0.00 71.42 1.98 0.28 1.18 0.52 --- - ---- ----- - 1.98 30.30 0.00 71.40 1.94 0.27 1.17 0.49 -- - --- - - 1.94 30.40 0.00 71.39 1.91 0.27 1.17 0.46 - - - --- 1.91 30.50 0.00 71.37 1.88 0.27 1.17 0.43 - ---- - - ----- 1.87 30.60 0.00 71.35 1.84 0.27 1.16 0.41 ---- ----- ---- - ----- 1.84 30.70 0.00 71.34 1.81 0.27 1.16 0.38 ----- ----_ - - -- 1.81 30.80 0.00 71.32 1.78 0.27 1.16 0.35 - --- --- --- - 1.78 30.90 0.00 71.31 1.75 0.27 1.16 0.32 - -- -- ----- - 1.75 31.00 0.00 71.29 1.72 0.27 1.15 0.30 - --- - ---- ---- 1.72 31.10 0.00 71.28 1.70 0.27 1.15 0.27 - ---- -- - ---- 1.69 31.20 0.00 71.26 1.67 0.27 1.15 0.25 ---- ----- ----- ----- ----- 1.67 31.30 0.00 71.25 1.64 0.27 1.14 0.22 ----- -- ---- - -- 1.64 31.40 0.00 71.23 .1.61 0.27 1.14 0.20 ---- ----- ---- ----- -- 1.61 31.50 0.00 71.22 1.59 0.27 1.14 0.17 - - ----- -- - 1.58 Continues on next page... route through basin 2 Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) ds ft sfs cfs ds efs . ds ds ds ds ds ds 31.60 0.00 71.21 1.56 0.27 1.14 0.15 -_- ---- ----- ----- --- ` . 1.56 31.70 0.00 71.19 1.54 0.27 1.13 0.13 ---- -- ---- ---- ---- 1.54 31.80 0.00 71.18 1.53 0.27 1.13. 0.13 -- ----- __- - --- 1.53 31.90 0.00 71.17 1.52 0.27 1.13 0.12 ---- ---- ---- ---- ----- 1.52 32.00 0.00 71.15 1.50 0.27 1.13 0.11 ---- _- ----- -_ 1.50 32.10 0.00 71.14 1.49 0.27 1.12 0.10 ----- - _-- --- ----- 1.49 32.20 0.00 71.13 1.48 0.27 1.12 0.09 ---- ---- ---- -- ----- 1.48 32.30 0.00 71.11 1.47 0.27 1.12 0.08 ---- ----- ----- ----- --- 1.47 32.40 0.00 71.10 1.46' 0.27 1.12 0.07 ----- ----- ---- --- -- 1.46 32.50 0.00 71.09 1.45 0.27 1.11 0.06 --- -- ----- ----- ----- 1.45 32.60 0.00 71.08 1.44 0.27 1.11 0.05 --- ---- --- ---_ --_ 1.43 32.70 0.00 71.06 1.42 0.27 1.11 0.05 --- ----- -_-- ----- ---- 1.42 32.80 0.00 71.05 1.41 0.27 1.11 0.04 ---- ----- -- -_- --- 1.41 32.90 0.00 71.04 1.40 0.27 1.10 0.03 ----- ----- ----- ---- -- 1.40 33.00 0.00 71.03 1.39 0.27 1.10 0.02 ----- ----- ----- --- ---- 1.39 33.10 0.00 71.02 1.38 0.27 1.10, 0.01' -- ----- --- --- ---- 1.38 33.20 0.00 71.00 1.37 0.27 1.10 0.00 - ----- -- -- 1.37 33.30 0.00 70.99 1.36 0.27 1.10 ---- ---- ___ _- -__ 1.36 33.40 0.00 70.98 1.36 0.27 1.09 _-- -_ -_ ----- --- 1.36 33.50 0.00 70.96 1.36 0.27 1.09 ----- ---- --- ----- - 1.36 ' 33.60 0.00 70.95 1.35 0.27 1.09 ---- _-_ ____- ____- ___ -_-- 1.35 33.70 0.00 70.94 1.35 0.27 1.08 -- ---- ---_ ----- -- ---- 1.35 33.80 0.00 70.92 1.35 0.27 1.08 ----- --- ---_ ----- ----- 1.35 33.90 0.00 70.91 1.35 0.27 1.08 -- -- -- - -- ---- 1.34 34.00 0.00 70.90 1.34 0.27 1.08 -- ----- ---- __- -__ ____ 1.34 34.10 0.00 70.88 1.34 0.26 1.07 -- _---- ---- - 1.34 34.20 0.00 70.87 1.34 0.26 1.07 ----- ----- _- ----- _-- --- 1.34. 34.30 0.00 70.86 1.33 0.26 1.07 ----- ----- --_ -- ---- -- 1.33 34.40 0.00 70.85 1.33 0.26 1.07 -- -_ ---- ----- ----- --- 1.33 34.50 0.00 70.83 1.33 0.26 1.08 - ----- - --- ----- ---- . 1.33- 34.60 0.00 70.82 1.32 0.26 1.06 --- ---- ---- --- -- ---- 1.32 34.70 0.00 70.81 1.32 0.26 1.06 ----- ----- ----- ----- ---- ----- 1.32 34.80 0.00 70.79 1.32 0.26 1.06 ---- - -- ----- ----- -__ 1.32 34.90 0.00 70.78 1.32 0.26 1.05 ---- -- ----- ' --- ---- ----- 1.32 35.00 0.00 70.77 1.31 0.26 1.05 ----- ----- -- ---- ---- _- 1.31 35.10 0.00 70.75 1.31 0.26 1.05 ---- ---- ---- -- -- ---- 1.31 . 35.20 0.00 70.74 1.31 0.26 1.04 _- ----- ----- ----- _-_ - 1.31 35.30 0.00 70.73 1.30 0.26 1.04 ----- _--- -- _---- ---- ----- 1.30 35.40 0.00 70.72 1.30 0.26 1.04 ----- - - ---_ - 1.30 35.50 0.00 70.70 1.30 0.26 1.04 ----- ---- --- ----- ----- 1.30 35.60 0.00 70.69 1.30 0.26 1.03 ----- -- ---- _-- -- ---- 1.29. 35.70 0.00 70.68 1.29 0.26 1.03 - ---_ ---- -- --- ---- 1.29 35.80 0.00 70.66 1.29 0.26 1.03 ----- ----- -_ ---- ----- 1.29 35.90 0.00 70.65 1.29 0.26 1.03 - --- ----- ---- ----- -----_ 1'.29 36.00 0.00 70.64 1.28 0.26 1.02 1.28 36.10 0.00 70.63 1.28 0.26 1.02 ----- - --- ----- --- --- 1.28 36.20 0.00 70.61 1.28 0.26 1.02 ----- __- ____ _- _- ____: 1.28 36.30 0.00 70.60 1.28 0.26 1.02 -- _- ---- ---- ----- 1.27 36.40 0.00 70.59 1.27 0.26 1.01 ----- ---- ---- -- - ---- 1.27 36.50 0.00 70.58 1.27 0.26 1.01 --- ----- -- ----- -- 1.27 36.60 0.00 70.56 1.27 0.26 1.01 ----- ----- ---- -_ ----- _- 1.27 Continues on next page... We through basin 2 page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs efs cfs efs cfs ds cfs cfs efs 36.70 0.00 70.55 1.26 0.26 1.00 ----- ----- ----- -- ---- ----- 1.26 36.80 0.00 70.54 1.26 0.26 1.00 ----- ----- ----- ----- ----- 1.26 36.90 0.00 70.53 1.26 0.26 1.00 --- ----- ----- ---- ----- ----- 1.26 37.00 0.00 70.51 1.26 0.26 1.00 ---- ----- --- ---- ----- - 1.25 37.10 0.00 70.50 1.25 0.26 0.99 ----- -- --- ---- ----- - 1.25 37.20 0.00 70.49 1.25 0.26 0.99 ----- ----- ---- -- ---- ----- 1.25 37.30 0.00 70.48 1.25 0.26 0.99 -- ----- ----- - - -- 1.24 37.40 0.00 70.46 1.24 0.26 0.99 ---- ----- --- ---- ---- ----- 1.24 37.50 0.00 70.45 1.24 0.26 0.98 1.24 37.60 0.00 70.44 1.24 0.26 0.98 --- ---- --- ----- ----- ----- 1.24 37.70 0.00 70.43 1.23 0.26 0.98 -- __- -__ __-_ _ _____ 1.23 37.80 0.00 70.42 1.23 0.26 0.98 - ---- ----- ---- --- ---- 1.23 37.90 0.00 70.40 1.23 0.25 0.97 --- - -- ----- --- ----- 1.23 38.00 0.00 70.39 1.23 0.25 0.97 ---- ----- ----- ----- --- 1.22 38.10 0.00 70.38 1.22 0.25 0.97 -- _--- -- ----- --- --- - 1.22 38.20 0.00 70.37 1.22 0.25 0.96 ---- -- ----- -_ ----- ----- 1.22 38.30 0.00 70.36 1.22 0.25 0.96 -- ----_ --- _- ---- ---- 1.22 38.40 0.00 70.34 1.21 0.25 0.96 ----- ----- -_ ---- --- ----- 1.21 38.50 0.00 70.33 1.21 0.25 0.96 - ---- -- -- --- -_- 1.21 38.60 0.00 70.32 1.21 0.25 0.95 --- --- --_ _-_ ____ -_- 1.21 38.70 0.00 70.31 1.21 0.25 0.95 --- --- -- -_-- -- -. 1.20 38.80 0.00 70.30 1.20 0.25 0.95 ----- -- --- ----- - ---- 1.20 38.90 0.00 70.28 1.20 0.25 0.95 --- --_ --- --- -- - 1.20 39.00 0.00 70.27 1,20 0.25 0.94 -- ----- ---- ----- ---- -- 1.19 39.10 0.00 70.26 1.19 0.25 0.94 ----- ---- -- -- ----- ---- 1.19 39.20 0.00 70.25 1.19 0.25 0.94 ---- ____ -_ _-_ _ -_ _____ 1.19 39.30 0.00 70.24 1.19 0.25 0.93 ---- --- ---- ----- -- 1.19 39.40 0.00 70.22 1.19 0.25 0.93 --- --- ----- ----- -_--- --- 1.18 39.50 0.00 70.21 1.18 0.25 0.93 ----- -- - ---- ---- -- 1.18 39.60 0.00 70.20 1.18 0.25 0.93 ---- ----- ---- -- -- ____ 1.18 39.70 0.00 70.19 1.18 0.25 0.92 -- ---_- ----- -- ----- ---- 1.17 39.80 0.00 70.18 1.17 0.25 0.92 ----- --- -- _---- --- 1.17 39.90 0.00 70.17 1.17 0.25 0.92 -- --- -- ----- ----- -- 1.17 40.00 0.00 70.16 1.17 0.25 0.92 ---- --- -- .-- --- --- 1.17 40.10 0.00 70.14 1.16 0.25 0.91 -- ---- - ---- ----- - 1.16 40.20 0.00 70.13 1.16 0.25 0.91 ----- -- ----- ----- ---- --- 1.16 40.30 0.00 70.12 1.16 0.25 0.91 -- ----- - -- ----- --- 1.16 40.40 0.00 70.11 1.16 0.25 0.90 ----- --- ----- --- ----- 1.15 40.50 0.00 70.10 1.15 0.25 0.90 ----- _-- ---- -- -- --- 1.15 40.60 0.00 70.09 1.15 0.25 0.90 1.15 40.70 0.00 70.08 1.15 0.25 0.90 --- _ -- --- ---- ---- --- 1.14 40.80 0.00 70.06 1.14 0.25 0.89 ----- --- ---- ----- ---- ----- 1.14 40.90 0.00 70.05 1.14 025 0.89 ----- -- - ----- -_- ----- 1.14 41.00 0.00 70.04 1.14 0.25 0.89 ----- --- ----- --- ----- ----- 1.14 41.10 0.00 70.03 1.13 0.25 0.89 -- ---- - -- -- --_ 1.13 41.20 0.00 70.02 1.13 0.25 0.88 ----- ----- ----- ----- ---- ----- 1.13 41.30 0.00 70.01 1.13 0.25 0.88 ----- ----- - ----- ----- -- 1.13 41.40 0.00 70.00 1.13 0.25 0.88 ---- ----- ---- --- _- 1.12 41.50 0.00 69.99 1.12 0.25 0.88 --- - --- ----- ----- ----- 1.12 41.60 0.00 69.97 1.12 0.25 0.87 -- -_-- -- __-_ 1.12 41.70 0.00 69.96 1.12 0.25 0.87 ----- -- _____ -__ ___ ___ 1.11 Continues on next page... route through basin 2 Page 7 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Ell Outflow (hrs) dfs ft cfs cfs cfs cfs cfs cfs cfs efs cfs ds 41.80 0.00 69.95 1.11 0.25 0.87 ---- -- ----- ---- ---- ----- 1.11 41.90 0.00 69.94 1.11 0.24 0.86 ----- -- ----- --- ----- -- 1.11 42.00 0.00 69.93 1.11 0.24 0.86 ----- ---- -_ ___ -_ ____ 1.11 42.10 0.00 69.92 1.10 0.24 0.86 -- ---- ---- ---- ---- ----- 1.10 42.20 0.00 69.91 1.10 0.24 0.86 --- ----- ----- - ----- -- 1.10 42.30 0.00 69.90 1.10 0.24 0.85 ----- ----- -- - ----- --- 1.10 42.40 0.00 69.89 1.10 0.24 0.85 --- --- --- -- _ --- ---- 1.09 42.50 0.00 69.88 1.09 0.24 0.85 ---- --- ---- -- -- --- 1.09 42.60 0.00 69.87 1.09 0.24 0.84 ----- --- --- --- - ----- 1.09 42.70 0.00 69.86 1.09 0.24 0.84 ----- --- ----- -- ----- -- 1.09 42.80 0.00 69.84 1.08 0.24 0.84 ---- --- ----- -- ----- ----- 1.08 42.90 0.00 69.83 1.08 0.24 0.84 ---- ---- --- ----- ----- --- 1.08 43.00 0.00 69.82 1.08 0.24 0.83 --- - ----- --- ----- ---- 1.08 43.10 0.00 69.81 1.07 0.24 0.83 ---- --- --- ---- ---- ---- 1.07 43.20 0.00 69.80 1.07 0.24 0.83 -- ----- --- ---- -- -----' 1.07 43.30 0.00 69.79 1.07 0.24 0.83 ---- --- ----- ---- ---- --- 1.07 43.40 0.00 69.78 1.07 0.24 0.82 ---- - --- ----- --- --- 1.06 43.50 0.00 69.77 1.06 0.24 0.82 --- -- ----- ---- --- ----- 1.06 43.60 0.00 69.76 1.06 0.24 0.82 ---- ---- ----- --- --- -- 1.06 43.70 0.00 69.75 1.06 0.24 0.81 - ---- ---- ---- -- ---- 1.06 43.80 0.00 69.74 1.05 0.24 0.81 ----- -- ____ __-_ _ ___ 1.05 43.90 0.00 69.73 1.05 0.24 0.81 ---- -- ----- ---- -- ---- 1.05 44.00 0.00 69.72 1.05 0.24 0.81 -- -- ----- --- ----- ---- 1.05 44.10 0.00 69.71 1.04 0.24 0.80 --- - ---_ -__ ____ _____ 1.04 44.20 0.00 69.70 1.04 0.24 0.80 _-- ----- --- ----_ --- ---- 1.04 44.30 0.00 69.69 1.04 0.24 0.80 - ----- ---- ----- ---- -_-- 1.04 44.40 0.00 69.68 1.04 0.24 0.80 ---- ----- ---- --- ---- ---- 1.03 44.50 0.00 69.67 1.03 0.24 0.79 ---- --- ----- ----- ----- ---- 1.03 44.60 0.00 69.66 1.03 0.24 0.79 ----- ----- ---- ---- ---- --- 1.03 44.70 0.00 69.65 1.03 0.24 0.79 ---- ----- -- ---- ---- ---. 1.03 . 44.80 0.00 69.64 1.02 0.24 0.78 -- ----- ---- -- ----- --- 1.02 44.90 0.00 69.63 1.02 0.24 0.78 --- ---- ---- --- --- ----- 1.02 45.00 0.00 69.62 1.02 0.24 0.78 ----- -- -- -- -- ----- 1.02 45.10 0.00 69.61 1.02 0.24 0.78 ----- ---- _---- --- ---- ----- 1.01 45.20 0.00 69.60 1.01 0.24 0.77 ----- ----- -- ----- ---- --- 1.01 45.30 0.00 69.59 1.01 0.24 0.77 _-_ 1.01 45.40 0.00 69.58 1.01 0.24 0.77 --- -- ----- -- ---- --- 1.00 45.50 0.00 69.57 1.00 0.24 0.76 ----- --- ----- ----- _ ---- ----- 1.00 45.60 0.00 69.56 1.00 0.24 0.76 ----- ----- ----- - ----- --- 1.00 45.70 0.00 69.55 1.00 0.24 0.76 ----- -- --- ---- -- 0.99 45.80 0.00 69.54 0.99 0.24 0.76 ----- -- ----- -- ---- ---- 0.99 45.90 0.00 69.53 0.99 0.24 0.75 -- ---- -- --- -- --- 0.99 46.00 0.00 69.52 0.99 0.24 0.75 ----- -_-- ---- -__ __- ____ 0.99 46.10 0.00 69.51 0.98 0.23 0.75 ----- ----- ---- ----- --- ---- 0.98 46.20 0.00 69.50 0.98 0.23 0.75 ----- -- ----- ----- --- 0.98 46.30 0.00 69.49 0.98 0.23 0.74 ---- ---- --- --- -- 0.98 46.40 0.00 69.48 0.98 0.23 0.74 ---- --- ----- ---- -- --- 0.97 46.50 0.00 69.47 0.97 0.23 0.74 ----- - ----- -- ---- ----- 0.97 46.60 0.00 69.46 0.97 0.23 0.73 ---- ---- ----- ---- ---- --- 0.97 46.70 0.00 69.45 0.97 0.23 0.73 -- -- -- ----- --- --- 0.96 46.80 0.00 69.44 0.96 0.23 0.73 ----- -- --- - -- ----- 0.96 Continues on next page... route through basin 2 page 8 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) Cfs ft Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs cfs cfs 46.90 0.00 69.43 0.96 0.23 0.73 ---- ----- --- ----- -- --- 0.96 47.00 0.00 69.42 0.96 0.23 0.72 ---- ----- ---- ---- ----- -- 0.96 47.10 0.00 69.41 0.96 0.23 0.72 0.95 47.20 0.00 69.40 0.95 0.23 0.72 --- ---- --- ----- ----- ---- 0.95 47.30 0.00 69.39 0.95 0.23 0.71 ----- --- ----- -__ _____ ____ 0.95 47.40 0.00 69.38 0.95 0.23 0.71 ----- --- ---- ---- ---- -- 0.94 47.50 0.00 69.38 0.94 0.23 0.71 -- ---- -- --- --- ----- 0.94 47.60 0.00 69.37 0.94 0.23 0.71 ---- ----- ----- ---- ---- ----- 0.94 47.70 0.00 69.36 0.94 0.23 0.70 ---- --- ---- ---- ----- --- 0.93 47.80 0.00 69.35 0.93 0.23 0.70 ----- ---- - - - ---- 0.93 47.90 0.00 69.34 0.93 0.23 0.70 ---- ----- ----- --- ----- -- 0.93 48.00 0.00 69.33 0.93 0.23 0.69 ----- ----- --- --- ----- ----- 0.93 48.10 0.00 69.32 0.92 0.23 0.69 -- --- -- ----- --- --- 0.92 48.20 0.00 69.31 0.92 0.23 0.69 ---- --- - ---- --- 0.92 48.30 0.00 69.30 0.92 0.23 0.69 0.92 48.40 0.00 . 69.29 0.91 0.23 0.68 0.91 48.50 0.00 69.28 0.91 0.23 0.68 0.91 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 3 route through basin 2 Hydrograph type = Reservoir Peak discharge = 5.78 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyd. No. = 2 Reservoir name = pond 2 Max. Elevation = 75.04 ft Max. Storage = 411,488 cuft Storage Indication method used. Outflow hydrograph volume=494,519 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs cfs ds cfs cfs cfs cfs 12.50 93.77 70.93 1.35 0.27 1.08 ----- ---- ----- ----- ---- ---- 1.35 12.60 83.71 71.69 2.50 0.28 1.22 0.99 ---- ---- -- -_- ----' 2.50 12.70 70.33 72.33 3.30 0.29 1.33 1.67 ---- --- ----- ----- -- 3.30 12.80 55.52 72.84 3.78 0.30 1.41 2.06 ----- ---- ----- --- ---- 3.78 12.90 41.25 73.20 4.07 0.31 1.47 2.30 ----- --- -- ----- ----- 4.07 13.00 30.92 73.45 4.25 0.31 1.50 2.44 ---- ----- ___- ___- ____ 4.25 13.10 24.93 73.63 4.38 0.31 1.53 2.54 ----- ----- ----- ----- -- 4.38 13.20 20.83 73.77 4.48 0.31 1.55 2.62 ---- ---- ----- ---- ----- 4.48 13.30 18.21 73.88 4.56 0.32 1.56 2.68 ---- ----- --- ----- ----- 4.56 13.40 16.63 73.98 4.63 0.32 1.58 2.73 -- ----- ---- --- -- 4.63 13.50 15.57 74.07 4.69 0.32 1.59 2.78 ----- ----- ----- ----- ----- 4.69 13.60 14.72 74.15 4.74 0.32 1.60 2.82 ---- ----- ----- ----- ---- 4.74 13.70 14.03 74.22 4.79 0.32 1.61 2.86 ----- ----- ---- --- ----- 4.79 13.80 13.45 74.29 4.83 0.32 1.62 2.89 -- ---- ---- ---- ---- 4.83 13.90 12.94 74.36 4.87 0.32 1.63 2.92 -- ---- ---- ----- ----- 4.87 14.00 12.46 74.42 4.91 0.32 1.64 2.95 -- ---- --- ----- ----- 4.91 14.10 11.97 74.47 4.94 0.33 1.64 2.98 --- ---- ---- -- --- 4.94 14.20 11.51 74.52 4.98 0.33 1.65 3.00 ---- --- _-__ _____ r_ 4.98 14.30 11.07 74.57 5.01 0.33 1.66 3.02 -- -- ---- ---- ---- 5.01 14.40 10.68 74.62 5.03 0.33 1.66 3.04 ----- ---- ---- ----- ----- 5.03 14.50 10.34 74.66 5.06 0.33 1.67 3.06 ---- --- ---- ----- ----_ 5.06 14.60 10.03 74.70 5.08 . 0.33 1.67 3.08 -- -- ---- -- ----- 5.08 14.70 9.76 74.73 5.11 0.33 1.68 3.10 ---- ---- ---- -- --- 5.10 14.80 9.51 74.77 5.13 0.33 1.68 3.11 --- ---- ----- ----- --- 5.13 14.90 9.26 74.80 5.15 0.33 1.69 3.13 --- --- ----- ----- -- 5.15 15.00 9.03 74.83 5.16 0.33 1.69 3.14 --- --- ----- ---- ---- 5.16 15.10 8.79 74.86 5.18 0.33 1.69 3.16 --- --- --- ----- --- 5.18 15.20 8.55 74.89 5.20 0.33 1.70 3.17 -- --- ---- -- --- 5.20 15.30 8.31 74.91 5.21 0.33 1.70 3.18 -- --- ----- ----- --- 5.21 15.40 8.07 74.94 5.22 0.33 1.70 3.19 5.22 15.50 7.83 74.96 5.24 0..33 1.71 3.20 -- --- ____ ____ ___ 5.24 15.60 7.59 74.97 5.25 0.33 1.71 3.21 --- --- --- ---- ---- 5.25 15.70 7.35 74.99 5.26 0.33 1.71 3.21 ----- _-__ w_ ___ ____ 5.26 15.80 7.11 75.01 5.27 0.33 1.71 3.22 0.08 ____ ___ ---- _____ 5.35 15.90 6.86 75.02 5.27 0.33 1.71 3.23 0.22 ---- --- ---- ---- 5.50 16.00 6.62 75.02 5.28 0.33 1.71 3.23 0.33 ----- ----- --- --- 5.61 16.10 6.38 75.03 5.28 0.33 1.71 3.23 0.41 --- ---- ---- --_ 5.69 16.20 6.15 75.03 5.28 0.33 1.72 3.23 0.46 ---- --- --- ---- 5.74 Continues on next page... route through basin 2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs Cfs Cfs as Cfs as Cfs cfs cfs Cfs 16.30 5.94 75.04 5.28 0.33 1.72 3.23 0.49 ----- ----- -- ---- 5.77 16.40 5.75 75.04 5.28 0.33 1.72 3.23 0.50 ----- ----- ---- ----- 5.78 << 16.50 5.58 75.04 5.28 0.33 1.72 3.23 0.49 -- --- ---- --- 5.77 16.60 5.44 75.03 5.28 0.33 1.72 3.23 0.46 ---- - --- -- -5.74 16.70 5.32 75.03 5.28 0.33 1.71 3.23 0.43 ----- -- ---- ----- 5.71 16.80 5.20 75.03 . 5.28 0.33 1.71 3.23 0.39 ----- --- --- ---- 5.67 16.90 5.09 75.03 5.28 0.33 1.71 3.23 0.34 --- --- ---- ----- 5.62 17.00 4.99 75.02 5.27 0.33 1.71 3.23 0.29 --- ----- --- ----- 5.57 17.10 4.88 75.02 5.27 0.33 1.71 3.23 0.24 ----- ----- --- ----- 5.51 17.20 4.77 75.01 5.27 0.33 1.71 3.22 0.18 -- --- - ----- 5.45 17.30 4.67 75.01 5.27 0.33 1.71 3.22 0.11 ---- ----- ---- ---- 5.38 17.40 4.56 75.00 5.26 0.33 1.71 3.22 0.05 ---- ---- ---- ----- 5.31 17.50 4.45 75.00 5.26 0.33 1.71 3.22 ----- ----- --- ---- ---- 5.26 17.60 4.35 74.99 5.26 0.33 1.71 3.21 ---- --- ---- - ---- 5.26 17.70 4.24 74.98 5.25 0.33 1.71 3.21 --- ----- ____ _____ ___' 5.25 17.80 4.13 74.98 5.25 0.33 1.71 3.21 ---- --- ---- ----- ----- 5.25 17.90 4.03 74.97 5.24 0.33 1.71 3.20 ----- ---- ----- ---- ----- 5.24 18.00 3.92 74.96 5.24 0.33 1.71 3.20 -- ---- ---- ----- ----- 5.24 18.10 3.81 74.95 5.23 0.33 1.70 3.19 ----- 5.23 18.20 3.71 74.94 5.22 0.33 1.70 3.19 ----- ---- ---- --- ---- 5.22 18.30 3.62 74.92 5.22 0.33 1.70 3.18 ----- ----- --- --- ---- 5.22 18.40 3.55 74.91 5.21 0.33 1.70 3.18 ----- ----- ----- --- ---- 5.21 18.50 3.48 74.90 5.20 0.33 1.70 3.17 --- ---- ----- ---- -- 5.20 18.60 3.43 74.88 5.19 0.33 1.70 3.17 ----- ---- -- ----- --- 5.19 18.70 3.39 74.87 5.19 0.33 1.69 3.16 ----- ----- --- --- --- 5.19 18.80 3.35 74.86 5.18 0.33 1.69 3.15 5.18 18.90 3.32 74.84 5.17 0.33 1.69 3.15 -- --- ----- ----- ---- 5.17 19.00 3.29 74.83 5.16 0.33 1.69 3.14 ----- --_ ____ -__ ____ 5.16 19.10 3.26 74.81 5.15 0.33 1.69 3.14 ----- ----- ---- -- ---- 5.15 19.20 3.22 74.80 5.14 0.33 1.69 3.13 - ----- ---- ----- ----- 5.14 19.30 3.19 74.78 5.14 0.33 1.68 3.12 ----- -- --- ----- ---- 5.14 19.40 3.16 74.77 5.13 0.33 1.68 3.12 ---- -- ----- ---- -- 5.13 19.50 3.13 74.75 5.12 0.33 1.68 3.11 -- --- ----- ----- ----- 5.12 19.60 3.10 74.74 5.11 0.33 1.68 3.10 ----- ---- --- ---- ---- 5.11 19.70 3.06 74.72 5.10 0.33 1.68 3.09 ----- ----- ----- -- --- 5.10 19.80 3.03 74.71 5.09 0.33 1.67 3.09 ----- ----- ---- ----- --- 5.09 19.90 3.00 74.69 5.08 0.33 1.67 3.08 --- ----- ----- ---- ----- 5.08 20.00 2.97 74.68 5.07 0.33 1.67 3.07 ---- . ----- ---- --- ---- 5.07 20.10 2.94 74.66 5.06 0.33 1.67 3.06 ---- ----- ---- ----- ----- 5.06 20.20 2.90 74.64 5.05 0.33 1.67 3.06 ----- ---- ---- ----- -- 5.05 20.30 2.87 74.63 5.04 0.33 1.66 3.05 ----- -- ----- --- ---- 5.04 20.40 2.84 74.61 5.03 0.33 1.66 3.04 ---- -- --- - -- 5.03 20.50 2.81 74.59 5.02 0.33 1.66 3.03 --- -- -- --- ----- 5.02 20.60 2.77 74.58 5.01 0.33 1.66 3.03 ----- ----- ---- -___ _____ 5.01 20.70 2.74 74.56 5.00 0.33 1.65 3.02 --- ----- --=-- ---- ---- 5.00 20.80 2.71 74.54 4.99 0.33 1.65 3.01 - - ---- -- ---- 4.99 20.90 2.68 74.52 4.98 0.33 1:65 3.00 -- --- ---- -- ---- 4.98 21.00 2.65 74.51 4.97 0.33 1.65 2.99 ---- ---- ----- - ---- 4.97 21.10 2.61 74.49 4.96 0.33 1.65 2.98 ----- _____ -_- __-_ ____ 4.96 21.20 2.58 74.47 4.94 0.33 1.64 2.98 --- --_ ___ _____ _-_ 4.94 21.30 2.55 74.45 4.93 0.32 1.64 2.97 ----- - -- ---- ----- 4.93 Continues on next page... route through basin 2 Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs efs cfs cfs cfs cfs cfs cfs 21.40 2.52 74.43 4.92 0.32 1.64 2.96 ---- --- ---- --- ----- 4.92 21.50 2.48 74.42 4.91 0.32 1.64 2.95 ----- ---- ---- --- ----- 4.91 21.60 2.45 74.40 4.90 0.32 1.63 2.94 ----- --- -- --- ----- 4.90 21.70 2.42 74.38 4.89 0.32 1.63 2.93 ----- --- ----- ----- ----- 4.89 21.80 2.39 74.36 4.87 0.32 1.63 2.92 --- -- ---- --- 4.87 21.90 2.35 74.34 4.86 0.32 1.63 2.91 ----- --- ----- ----- ---- 4.86 22.00 2.32 74.32 4.85 0.32 1.62 2.90 ---- ---- ----- ---- ----- 4.85 22.10 2.38 74.30 4.84 0.32 1.62 2.89 ---- ---- --- ---- ---- 4.84 22.20 2.45 74.28 4.83 0.32 1.62 2.89 ----- --- --- ---- ---- 4.83 22.30 2.52 74.26 4.81 0.32 1.62 , 2.88 --- ----- ----- -- ---- 4.81 22.40 2.61 74.25 4.80 0.32 1.61 2.87 --- ---- --- -- --_ 4.80 22.50 2.55 74.23 4.79 0.32 1.61 2.86 ---- --- ---__ -- --- 4.79 22.60 2.49 74.21 4.78 0.32 1.61 2.85 - --- --- ----- ----- 4.78 22.70 2.43 74.20 4.77 0.32 1.61 2.84 ---- ----. ----- ---- ----- 4.77 22.80 2.36 74.18 4.76 0.32 1.60 2.83 ----- ---- ----- ---- ----- 4.76 22.90 2.29 74.16 4.75 0.32 1.60 2.82 --_- ---- ----- ---- ----- 4.75 23.00 2.21 74.14 4.73 0.32 1.60 2.81 ---- ----- ----- -- ----- 4.73 23.10 2.19 74.12 4.72 0.32 1.60 2.81 ---- -- ----- --- ----- 4.72 23.20 2.16 74.10 4.71 0.32 1.59 2.80 ---- -- -- ---- ----- 4.71 23.30 2.14 74.08 4.70 0.32 1.59 2.79 --- ---- --- ----- ----- 4.70 23.40 2.11 74.06 4.68 0.32 1.59 2.78 ----- --- ---_- ---- ---- 4.68 23.50 2.09 74.04 4.67 0.32 1.59 2.77 ---_- -- -- ----- ---- 4.67 23.60 2.06 74.02 4.66 0.32 1.58 2.76 ----- --- ----- ----- ---- 4.66 23.70 2.04 74.00 4.64 0.32 1.58 2.75 --_ ----- --- ---- ----- 4.64 23.80 2.01 73.98 4.63 0.32 1.58 2.73 ---- --- ---- ----- ----- 4.63 23.90 1.99 73.96 4.62 0.32 1.57 2.72 -- --- -- --- ----- 4.62 24.00 1.97 73.94 4.60 0.32 1.57 2.71 -- ---- ---- --- ---- 4.60 24.10 1.85 73.92 4.59 0.32 1.57 2.70 ---- ---- ---_ --- --- 4.59 24.20 1.64 73.90 4.57 0.32 1.57 2.69 4.57 24.30 1.34 73.88 4.56 0.32 1.56 2.68 --- -_- ----- ---- ---- 4.56 24.40 0.95 73.85 4.54 0.32 1.56 2.67 ---- -- --- - ---- 4.54 24.50 0.63 73.82 4.52 0.32 1.56 2.65 --- ----- ---- ---- ---- 4.52 24.60 0.38 73.79 4.50 0.31 1.55 2.63 ----- --- ----- ----- ----- 4.50 24.70 0.19 73.76 4.48 0.31 1.55 2.62 ---- ---- ----- --- --- 4.48 24.80 0.06 73.72 4.45 0.31 1.54 2.60 ---- -- - -- ----- 4.45 24.90 0.00 73.69 4.43 0.31 1.54 2.58 ----- --- ----- ---- ----- 4.43 25.00 0.00 73.66 4.41 0.31 1.53 2.56 -- ----- -- -- ____ 4.41 25.10 0.00 73.62 4.38 0.31 1.53 2.54 --_-- ----- - --- --- 4.38 25.20 0.00 73.59 4.36 0.31 1.52 2.52 -- ---- -- ---- -- 4.36 25.30 0.00 73.56 4.33 0.31 1.52 2.51 ----- ----- --- ----- 4.33 25.40 0.00 73.52 4.31 0.31 1.51 2.49 ----- - --- ----- ----- 4.31 25.50 0.00 73.49 4.29 0.31 1.51 2.47 ---- ---- --- --_-- ----- 4.29 25.60 0.00 73.46 4.26 0.31 1.50 2.45 ----- --- ----- --- ----- 4.26 25.70 0.00 73.43 4.24 0.31 1.50 2.43 4.24 25.80 0.00 73.39 4.21 0.31 1.49 2.41 , -- -- -- --- ---- 4.21 25.90 0.00 73.36 4.19 0.31 1.49 2.39 ---- ---- ---- --- ----- 4.19 26.00 0.00 73.33 4.17 0.31 1.49 2.37 ---- -- ---- --- ----- 4.17 26.10 0.00 73.30 4.14 0.31 1.48 2.35 ---- --- -- ----- ----- 4.14 26.20 0.00 73.26 4.12 0.31 1.48 2.33 ---- -- ----- - -- 4.12 26.30 0.00 73.23 4.09 0.31 . 1.47 2.32 ----- ----- --- ---- ---- 4.09 26.40 0.00 73.20 4.07 0.31 1.47 2.30 -- -__ ____ _____ ___ 4.07 Continues on next page... route through basin 2 Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs ds cfs cfs cfs cfs cfs cfs cfs 26.50 0.00 73.17 4.05 0.30 1.46 2.28 ----- ----- ----- ---- ----- 4.04 26.60 0.00 73.14 4.02 0.30 1.46 2.26 --- ---- --- --- -- 4.02 26.70 0.00 73.11 4.00 0.30 1.45 2.24 --- ----- ----- -- ---- 4.00 26.80 0.00 73.08 3.97 0.30 1.45 2.22 ---- ---- --- ---- ----- 3.97 26.90 0.00 73.05 3.95 0.30 1.44 2.20 3.95 27.00 0.00 73.02 3.92 0.30 1.44 2.18 --- ----- --- ----- ---- 3.92 27.10 0.00 72.99 3.90 0.30 1.43 2.16 ---- ---- ---- ----- ---- 3.90 27.20 0.00 72.95 3.87 0.30 1.43 2.14 --- ----- -- --- ---- 3.87 27.30 0.00 72.92 3.84 0.30 1.42 2.12 ----- ---- ----- ---- ---- 3.84 27.40 0.00 72.89 3.81 0.30 1.42 2.09 --- ---- __- _-- ----- 3.81 27.50 0.00 72.85 3.79 0.30 1.41 2.07 --- ----- ----- ---- --- 3.79 27.60 0.00 72.82 3.76 0.30 1.41 2.05 --- ----- --_ ___- ____ 3.76 27.70 0.00 72.79 3.73 0.30 1.40 2.03 ---- ---- ----- ---- ---- 3.73 27.80 0.00 72.76 3.70 0.30 1.40 2.00 -- ---- --- - ---- 3.70 27.90 0.00 72.72 3.67 0.30 1.40 1.98 --- ----- ----- ----- ----- - 3.67 28.00 0.00 72.69 3.65 0.30 1.39 1.96 ---- ----- ____ _____ ____ 3.65 28.10 0.00 72.66 3.62 0.30 1.39 1.94 -- --- ---- --- ----- 3.62 28.20 0.00 72.63 3.59 0.30 1.38 1.91 ----- ---- ---- ----- ----- 3.59 28.30 0.00 72.60 3.56 0.30 1.38 1.89 ----- ----- ----- ---- ----- 3.56 28.40 0.00 72.57 3.53 0.29 1.37 1.87 --- ----- ----- ____ ____ 3.53 28.50 0.00 72.54 3.50 0.29 1.37 1.84 ---- ----- ---- ----- ----- 3.50 _ 28.60 0.00 72.51 3.48 0.29 1.36 1.82 ----- --- ---- ----- ---- 3.47 28.70 0.00 72.48 3.45 0.29 1.36 1.80 --- --- ----- ---- ----- 3.45 28.80 0.00 72.45 3.42 0.29 1.35 1.77 ---- --- ---- -__ _____ 3.42 28.90 0.00 72.42 3.39 0.29 1.35 1.75 ----- ---- ----- ----- ----- 3.39 29.00 0.00 72.39 3.36 0.29 1.34 1.73 ---- ---- ---- ----- ----- 3.36 29.10 0.00 72.36 3.33 0.29 1.34 1.70 ----- ---- ---- ---- ---- 3.33 29.20 0.00 72.33 3.30 0.29 1.33 1.68 --- ----- ---- ---- ---- 3.30 29.30 0.00 72.30 3.27 0.29 1.33 1.65 --- ----- ----- -- ---- 3.27 29.40 0.00 72.28 3.24 0.29 1.32 1.63 -- ----- ----- ----- ----- 3.24 29.50 0.00 72.25 3.21 0.29 1.32 1.61 --- ----- --- ----- ----- 3.21 29.60 0.00 72.22 3.19 0.29 1.31 1.58 ----- ---- ---- ----- --- 3.19 29.70 0.00 72.19 3.16 0.29 1.31 1.56 ---- ----- ---- ----- ----- 3.16 29.80 0.00 72.17 3.13 0.29 1.31 1.53 ---- ---- ----- ---- 3.13 29.90 0.00 72.14 3.10 0.29 1.30 1.51 _____ 3.09 30.00 0.00 72.11 3.06 0.29 1.30 1.48 --- ---- --- ----- --_ 3.06 30.10 0.00 72.09 3.03 0.29 1.29 1.45 -- ____ ___ ____ w__ 3.03 30.20 0.00 72.06 3.00 0.29 1.29 1.43 -- ---- ----- ---__ --- 3.00 30.30 0.00 72.03 2.97 0.29 1.28 1.40 ---- ----- ----- --- ---- 2.97 30.40 0.00 72.01 2.95 0.29 1.28 1.38 ---- -__ _____ ___ ____ 2.94 30.50 0.00 71.98 2.91 0.28 1.28 1.35 --- ---- ---- ---- --- 2.91 30.60 0.00 71.96 2.88 0.28 1.27 1.32 ---- ----- ----- ----- ----- 2.88 30.70 0.00 71.93 2.85 0.28 1.27 1.30 ---- --- -_- _____ _-__ 2.85 30.80 0.00 71.91 2.82 0.28 1.26 1.27 ----- ----- --- ---- --- 2.82 30.90 0.00 71.88 2.78 0.28 1.26 1.24 -- --- ----- ----- --- 2.78 31.00 0.00 71.86 2.75 0.28 1.25 1.22 ----- ---- ---- ---- ---- 2.75 31.10 0.00 71.84 2.72 0.28 1.25 1.19 ---- ----- ____ _-__ ____ 2.72 31.20 0.00 71.81 2.69 0.28 1.25 1.16 ---- ---_ --- _-__ ----- 2.69 31.30 0.00 71.79 2.66 0.28 1.24 1.13 ----- ----- ---- ---- ----- 2.66 31.40 0.00 71.77 2.62 0.28 1.24 1.10 ----- ---_ ___ ___ _____ 2.62 31.50 0.00 71.74 2.59 0.28 1.23 1.07 ---- -_- ____ ____ ___ 2.59 Continues on next page... route through basin 2 Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 31.60 0.00 71.72 2.55 0.28 1.23 1.04 - ----- ---- --- ----- 2.55 31.70 0.00 71.70 2.52 0.28 1.23 1.01 2.52 31.80 0.00 71.68 2.49 0.28 1.22 0.98 ----- ----- ----- ---- --- 2.49 31.90 0.00 71.66 2.45 0.28 1.22 0.95 ----- ---- --- ---- ----- 2.45 32.00 0.00 71.64 2.42 0.28 1.22 0.93 ----- ---- --- ---- ---- 2.42 32.10 0.00 71.62 2.39 0.28 1.21 0.90 ---- --- ----- ---- ----- 2.39 32.20 0.00 71.60 2.35 0.28 1.21 0.87 ---- ----- ---- -- --- 2.35 32.30 0.00 71.58 2.31 0.28 1.20 0.83 ---- --- ----- --- ----- 2.31 32.40 0.00 71.56 2.27 0.28 1.20 0.79 ---- ----- ---- ----- 2.27 32.50 0.00 71.54 2.23 0.28 1.20 0.75 ----- ---- - ---- ----- 2.23 32.60 0.00 71.52 2.19 0.28 1.19 0.71 ---- ---- ----- ----- ---- 2.18 32.70 0.00 71.50 2.15 0.28 1.19 0.68 --- ---- -___ _-- _____ 2.14 32.80 0.00 71.48 2.11 0.28 1.19 0.64 ---- ---- ---- ---- ---- 2.10 32.90 0.00 71.46 2.07 0.28 1.18 0.61 --- ---- ---- ----- -- 2.07 33.00 0.00 71.44 2.03 0.28 1.18 0.57 ---- ---- ----- ----- ---' 2.03 33.10 0.00 71.43 1.99 0.28 1.18 0.54 -- --- - _____ w__ ___ 1.99 33.20 0.00 71.41 1.96 0.28 1.17 0.50 -- ----- ----- - ---- 1.95 33.30 0.00 71.39 1.92 0.27 1.17 0.47 --- ---- -- ----- ---- 1.92 33.40 0.00 71.38 1.89 0.27 1.17 0.45 -- --- ----- ---- ----- 1.89 33.50 0.00 71.36 1.86 0.27 1.17 0.42 ----- ----- ----- ---- ----- 1.86 33.60 0.00 71.34 1.83 0.27 1.16 0.39 ----- ----- ----- ---- ----- 1.83 33.70 0.00 71.33 1.80 0.27 1.16 0.36 ----- ----- ----- ----- ---- 1.80 33.80 0.00 71.31 1.77 0.27 1.16 0.34 ----- ----- ----- ----- ---- 1.77 33.90 0.00 71.30 1.74 0.27 1.15 0.31 ----- ----- ----- ----- ----- 1.74 34.00 0.00 71.28 1.71 0.27 1.15 0.28 ---__ ___ _-__ ___ ____ 1.71 34.10 0.00 71.27 1.68 0.27 1.15 0.26 ----- -___ _ ____ ____ 1.68 34.20 0.00 71.25 1.65 0.27 1.15 0.23 --- -- ---- _.__ ___ 1.65 34.30 0.00 71.24 1.62 0.27 1.14 0.21 -- --- ---- --- ---- 1.62 34.40 0.00 71.23 1.60 0.27 1.14 0.18 ---- ---- ---- ----- ----- 1.60 34.50 0.00 71.21 1.57 0.27 1.14 0.16 ---- ---- ----- ---- ----- 1.57 34.60 0.00 71.20 1.55 0.27 1.14 0.14 ----- -- ---_ ____ ____ 1.55 34.70 0.00 71.19 1.53 0.27 1.13 0.13 ---- --- --- ----- ----- 1.53 34.80 0.00 71.17 1.52 0.27 1.13 0.12 -- --- ---- --- ----- 1.52 34.90 0.00 71.16 1.51 0.27 1.13 0.11 -- --- ----- ----- ---_ 1.51 35.00 0.00 71.15 1.50 0.27 1.13 0.10 - ----- ---- --- ----- 1.50 35.10 0.00 71.13 1.49 0.27 1.12 0.09 ----- -- --- ----- 1.49 35.20 0.00 71.12 1.47 0.27 1.12 0.08 --- --- ----- ----- --- 1.47 35.30 0.00 71.11 1.46 0.27 1.12 0.08 ----- -- -_- ---- ----- 1.46 35.40 0.00 71.10 1.45 0.27 1.12 0.07 ----- ----- ---- -- -----_ 1.45 35.50 0.00 71.08 1.44 0.27 1.11 0.06 1.44 35.60 0.00 71.07 1.43 0.27 1.11 0.05 -- -- ___ ____ ____ 1.43 35.70 0.00 71.06 1.42 0.27 1.11 0.04 --- ----- ---- ----- --- 1.42 35.80 0.00 71.05 1.41 0.27 1.11 0.03 ----- --- •--- -- --- 1.41 35.90 0.00 71.03 1.40 0.27 1.10 0.02 1.39 36.00 0.00 71.02 1.39 0.27 1.10 0.02 ----- --- ---- ---- ----- 1.38 36.10 0.00 71.01 1.37 0.27 1.10 0.01 ---- -- --- ----- ---- 1.37 36.20 0.00 71.00 1.37 0.27 1.10 ----- ----- ----- ---- --- --- 1.36 36.30 0.00 70.98 1.36 0.27 1.09 --- ---- --- ----- __-_ 1.36 36.40 0.00 70.97 1.36 0.27 1.09 ---- -- ---- ----- --- ----- 1.36 36.50 0.00 70.96 1.36 0.27 1.09 ----- ---- ---- ---- ----- ---- 1.35 36.60 0.00 70.94 1.35 0.27 1.09 ----- --- -- -- - ---- 1.35 Continues on next page... route through basin 2 Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 36.70 0.00 70.93 1.35 0.27 1.08 1.35 36.80 0.00 70.92 1.35 0.27 1.08 ----- -_- -- ----- ---- 1.35 36.90 0.00 70.90 1.34 0.27 1.08 ---- _____ ____ _____ 1.34 37.00 0.00 70.89 1.34 0.27 1.07 --- ----- ---- ----- ----- ---- 1.34 37.10 0.00 70.88 1.34 0.26 1.07 ---- ----- ----- ----- ---- ----- 1.34 37.20 0.00 70.86 1.34 0.26 1.07 1.33 37.30 0.00 70.85 1.33 0.26 1.07 --- ___ ____ _____ _____ _____ 1.33 37.40 0.00 70.84 1.33 0.26 1.06 -- ---- ----- ----- -- ----- 1.33 37.50 0.00 70.82 1.33 0.26 1.06 ----- ----- -- ----- ---- ----- 1.33 37.60 0.00 70.81 1.32 0.26 1.06 ---- ----- --- ----- ----- ----- 1.32 37.70 0.00 70.80 1.32 0.26 1.06 ---- ---- ---- ____ ___- _____ 1.32 37.80 0.00 70.79 1.32 0.26 1.05 -- ---- ----- ---- ----- ----- 1.32 37.90 0.00 70.77 1.31 0.26 1.05 ---- ----- --- ----- ---- ----- 1.31 38.00 0.00 70.76 1.31 0.26 1.05 ----- ----- ----- ----- --- --- 1.31 38.10 0.00 70.75 1.31 0.26 1.05 ----- _____ ____ ____ ____ _-__' 1.31 38.20 0.00 70.73 1.31 0.26 1.04 ----- -- ---- ---- ----- ----- 1.30 38.30 0.00 70.72 1.30 0.26 1.04 ----- --- ---- ----- ---- ----- 1.30 38.40 0.00 70.71 1.30 0.26 1.04 -- ----- ----- ----- ----- ---- 1.30 38.50 0.00 70.70 1.30 0.26 1.04 --- ---- --- ---- ---- ----- 1.30 38.60 0.00 70.68 1.29 0.26 1.03 --- ---- ---- ---- -- ---- 1.29 38.70 0.00 70.67 1.29 0.26 1.03 ---- ----- --- ----- ----- ----- 1.29 38.80 0.00 70.66 1.29 0.26 1.03 --- ---- ---- ----- ----- --- 1.29 38.90 0.00 70.64 1.29 0.26 1.02 ---- ---- ----- ---- ---- ----- 1.28 39.00 0.00 70.63 1.28 0.26 1.02 -- ----- --- ----- ----- ----- 1.28 39.10 0.00 70.62 1.28 0.26 1.02 ----- --- ----- ----- ----- ---- 1.28 39.20 0.00 70.61 1.28 0:26 1.02 ---- ----- ----- ----- ----- ---- 1.28 39.30 0.00 70.59 1.27 0.26 1.01 -- --- ---- ____ ----- _____ 1.27 39.40 0.00 70.58 1.27 0.26 1.01 ---- ----- ----- ----- --- ----- 1.27 39.50 0.00 70.57 1.27 0.26 1.01 ----- ----- --- ---- --- ----- 1.27 39.60 0.00 70.56 1.27 0.26 1.01 -- ---- -- --- -- ----- 1.26 39.70 0.00 70.54 1.26 0.26 1.00 ---- ---- --- --- -- ----- 1.26 39.80 0.00 70.53 1.26 0.26 1.00 --- ----- -- --- __-_ ____ 1.26 39.90 0.00 70.52 1.26 0.26 1.00 ---- -- ----- ---- --- ---- 1.25 40.00 0.00 70.51 1.25 0.26 0.99 --- --_ __- __- _M _____ 1.25 40..10 0.00 70.49 1.25 0.26 0.99 ----- ----- -- --- ----- ----- 1.25 40.20 0.00 70.48 1.25 0.26 0.99 -- --- ---- --- ----- ---- 1.25 40.30 0.00 70.47 1.24 0.26 0.99 -- ---- --- ---- ----- ----- 1.24 40.40 0.00 70.46 1.24 0.26 0.98 ----- ---- ----- ----- -- ----- 1.24 40.50 0.00 70.45 1.24 0.26 0.98 - ----- ---- ---- -- ----- 1.24 40.60 0.00 70.43 1.24 0.26 0.98 ----- ----- =--- ----- ---- ---- 1.23 40.70 0.00 70.42 1.23 0.26 0.98 1.23 40.80 0.00 70.41 1.23 0.25 0.97 -- ----- ---- --- --- ----- 1.23 40.90 0.00 70.40 1.23 0.25 0.97 ----- ---- -- W__ ____ ___ 1.23 41.00 0.00 70.38 1.22 0.25 0.97 ----- ----- ---- --- ---- ----- 1.22 41.10 0.00 70.37 1.22 0.25 0.97 ---- ----- ---- ----- ----- ---- 1.22 41.20 0.00 70.36 1.22 0.25 0.96 ----- --- ----- ---- ----- --- 1.22 41.30 0.00 70.35 1.22 0.25 0.96 ---- ----- ---- ----- -- ---- 1.21 41.40 0.00 70.34 1.21 0.25 0.96 --- ---- ----- ---- --- ---- 1.21 41.50 0.00 70.32 1.21 0.25 0.95 --- --- ----- ---- ----- ----- 1.21 41.60 0.00 70.31 1.21 0.25 0.95 ---- ---- ----- ---- ----_ --- 1.20 41.70 0.00 70.30 1.20 0.25 0.95 ---- ---- ---- ----- ----- ----- 1.20 Continues on next page... route through basin 2 Page 7 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs efs cfs 41.80 0.00 70.29 1.20 0.25 0.95 ----- ----- ----- ---- ---- ---- 1.20 41.90 0.00 70.28 1.20 0.25 0.94 1.20 42.00 0.00 70.27 1.20 0.25 0.94 --- ----- ----- ---- ---- --- 1.19 42.10 0.00 70.25 1.19 0.25 0.94 --- --- ----- --- --- ----- 1.19 42.20 0.00 70.24 1.19 0.25 0.94 ----- ---- ---- -. - ---- --- 1.19 42.30 0.00 70.23 1.19 0.25 0.93 ---- -_ -__ ____ ____ _-__ 1.18 42.40 0.00 70.22 1.18 0.25 0.93 ----- ---- ---- ----- ----- ---- 1.18 42.50 0.00 70.21 1.18 0.25 0.93 -- ---- --- ----- ----- ---- 1.18 42.60 0.00 70.20 1.18 0.25 0.93 ---- ---- ---- -- --- --- 1.18 42.70 0.00 70.18 1.18 0.25 0.92 -- ----- ----- ---- ----- ----- 1.17 42.80 0.00 70.17 1.17 0.25 0.92 -- ----- --- ---- -- ----- 1.17 42.90 0.00 70.16 1.17 0.25 0.92 -- ---- ----- ----- ---- ---- 1.17 43.00 0.00 70.15 1.17 0.25 0.91 ----- --- -- ----- ----- ---- 1.16 43.10 0.00 70.14 1.16 0.25 0.91 --- --_ ___ ____ ____ _-_ 1.16 43.20 0.00 70.13 1.16 0.25 0.91 -- --- -_- ----- ___ ____' 1.16 ...End APPENDIX D RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : PATRIA ROAD TO BANCROFT BROOK User: GBS Date: 11-09-99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS DRAINING TO BANCROFT BROOK Subarea : 1 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------_ ------------------- FULLY DEVELOPED URBAN:AREAS (Veg Estab.) Urban Districts Avg % impery Industrial 72 - 1.00(88) 1.12 (91) - CULTIVATED AGRICULTURAL LANDS Small grain Straight row (SR) good .88 (63) 13.4 (75) - .61(87) OTHER AGRICULTURAL LANDS Woods - grass combination fair 5.96(43) 8.10(65) 5.93(76) 12.3(82) Total Area (by Hydrologic Soil Group) 6.84 22.5 7.05 12.9 ---- ---- ---- ---- ---- ---- ---- ---- ------------------------------------------------------------------------------- SUBAREA: 1 TOTAL DRAINAGE AREA: 49.3 Acres WEIGHTED CURVE NUMBER: 72* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : PATRIA ROAD TO BANCROFT BROOK User: GBS Date: 11-09-99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS DRAINING TO BANCROFT BROOK ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 150 .003 F 0.703 Shallow Concent'd 600 .004 U 0.163 Shallow Concent'd 900 .005 U 0.219 Open Channel 2200 0.70 0.873 Time of Concentration = 1.96* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda -- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural * - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : PATRIA ROAD TO BANCROFT BROOK User: GBS Date: 11-09-99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS DRAINING TO BANCROFT BROOK Data: Drainage Area 49.3 * Acres Runoff Curve Number 72 * Time of Concentration: 1.96 * Hours Rainfall Type III Pond and Swamp Area 3.45 Acres 7.0 % of Drainage Area ---------------------------------------------------------- ----------------------------------------------------------- 1 Storm Number 1 1 2 1 3 l 4 1 5 1 I----------------------i------1------1------1------1------1 Frequency (yrs) l 2 ► 10 1 25 l 50 1 100 l I I I I I I I 24-Hr Rainfall (in) 1 3.2 1 4.7 1 5.5 1 6.2 ► 6.9 1 I I I I I i I I Ia/P Ratio i 0.24 1 0.17 l 0.14 1 0.13 i 0.11 1 I I I I I I I I Runoff (in) 1 0.93 1 1.97 1 2.59 1 3.16 1 3.74 i I I 1 I i 1 Unit Peak Discharge 10.282 ►0.301 10.307 10.311 10.314 1 1 (cfs/acre/in) I I I I I I I I I I I I I 1 Pond and Swamp Factorl 0.72 1 0.72 1 0.72 1 0.72 1 0.72 1 I 5.0% Ponds Used I I I I I I 1----------------------i------1------1------1------1------1 I Peak Discharge (cfs) 1 9 1 21 ( 28 ► 35 1 42 1 * - Value(s) provided from TR-55 system routines RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : PATRIA ROAD EXISTING WEST SIDE User: GBS Date: 11-09-99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS DRAINING TO RAILROAD TRACKS Subarea : 1 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------ FULLY DEVELOPED URBAN• AREAS (Veg Estab.) Urban Districts Avg % impery Industrial 72 .85(81) 1.86(88) 2.0(91) - CULTIVATED AGRICULTURAL LANDS Small grain Straight row (SR) good - 9.2 (75) 1.19(83) 4.58 (87) OTHER AGRICULTURAL LANDS Woods - grass combination fair - 8.19 (65) 4.36(76) 7.21 (82) Total Area (by Hydrologic Soil Group) .85 19.2 7.55 11.7 ------------------------------------------------------------------------------- SUBAREA: 1 TOTAL DRAINAGE AREA: 39.44 Acres WEIGHTED CURVE NUMBER: 78* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : PATRIA ROAD EXISTING WEST SIDE User: GBS Date: 11-09-99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS DRAINING TO RAILROAD TRACKS ------------------------------------------------------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 100 .005 F 0.414 Sheet ; 200 .003 B 0.252 Shallow Concent'd 600 .005 U 0.146 Shallow Concent'd 1000 .01 U 0.172 Open Channel 700 1.5 0.130 Time of Concentration = 1.11* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural * - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : PATRIA ROAD EXISTING WEST SIDE User: GBS Date: 11-09-99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS DRAINING TO RAILROAD TRACKS Data: Drainage Area 39.44 * Acres Runoff Curve Number 78 * Time of Concentration: 1.11 * Hours Rainfall Type III Pond and Swamp Area 3.45 Acres 8.7 % of Drainage Area ----------------------------------------------------------- ----------------------------------------------------------- { Storm Number 1 1 { 2 ► 3 ► 4 1 5 1 {----------------------I------{------{------i------{------{ Frequency (yrs) { 2 { 10 { 25 { 50 ► 100 { I I I I I I I 24-Hr Rainfall (in) { 3.2 { 4.7 { 5.5 I 6.2 ► 6.9 { I 1 I I I I I I Ia/P Ratio { 0.18 { 0.12 { 0.10 10.09 { 0.08 { I 1 I I I I i Used 10.18 { 0.12 { 0.10 10.10 { 0.10 I Runoff (in) 11.27 12.46 { 3.14 { 3.76 14.38 { I I I I I i I Unit Peak Discharge 10.413 10.433 10.439 10.440 10.440 { I (cfs/acre/in) I I I I I I I I Pond and Swamp Factor{ 0.72 1 0.72 1 0.72 1 0.72 1 0.72 { 5.0% Ponds Used I I I I I I {----------------------{------{------I------{------I------I Peak Discharge (cfs) { 15 ( 30 I 39 { 47 ( 55 ---------------------------------------------------------- ----------------------------------------------------------- * - Value(s) provided from TR-55 system routines SSA -- -_ !!�-----.. t� w, !!11 / I - - - •- �� -- r �, /°� 7 1 __.___..__._�____..__ __..___-_ __...._._________-_._____-_.__.._._- _. C � ,;, r _ . .j, .. .-. � - ___ _. ... MEMORANDUM To: Marcia A. Banach, Director of Planning Date: February 4, 2002 Subject: South Windsor Technology Center Per our recent meeting please be advised that from an operations and maintenance perspective (snow removal operations in particular) a road layout that avoids long cul- de-sac roads is preferred. Interconnection of the extensions of Patria Road and Schweir Road would provide greater access flexibility during snow removal operations or if emergency situations make any section of the road impassable. Very truly yours, Michael J. Gantick, P.E., Director of Public Works cc: Melvin C. Stead, Jr., Supt. of Street Services Jeffrey B. Doolittle, P.E., Town Engineer ; C. Fred Shaw, Superintendent of Pollution Control MTG/cm engineering/molloy/cathy/mike/South Windsor Technology Center memo banach