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HomeMy WebLinkAboutResubdivision (92) TOWN OF SOUTH WINDSOR INLAND WETLANDS, WATERCOURSES AND CONSERVATION APPLICATIC RECEIVED Application# Cjt.4— Soh Date Received �'1b _. SEP 1 0 2004 South Vvnclsor INLAND D WETLANIDS AGENCY INSTRUCTIONS CONSERVATION COMMISSION 1. Fifteen applications (15) with map and plans (2 copies) shall be submitted together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VII—X) 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application Evaluation. (See Regulations, Section VII—X) 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. The applicant shall also complete the state filing form. A. Applicant's Name: JMJ Construction Co., Inc. Address: 658 Ellington Road, South Windsor, CT 06074 Phone: (work) (860)282-0628 (fax) (860) 528-7889 (cell) (860) 670-1908 B. Legal owner's name: JMJ Construction Co., Inc. Address 658 Ellington Road, South Windsor, CT 06074 Phone (work) (860) 282-0628 (fax) (860) 528-7889 (cell) (860) 670-1908 (List additional owners, addresses, and phone numbers on back of application) C. If the applicant is not the owner of the subject property, a letter by the owner(s) authorizing the proposed regulated activity set forth in the application must accompany this form and will be part of the application. �y D. Project Name(if any): Emerald Green R �oCa 1. Contact Person(if further information is needed) Karen M. Isherwood, P.E., Design Professionals, Inc., 165 South Satellite Road, South Windsor, CT 06074 (work)291-8755 (fax) 291-8757 E. The geographical location of the property which is to be affected by the proposed regulated activities including a description of the land in sufficient detail to allow identification of the property on the Inland Wetland and Watercourse Map. Assessor's map#35 Parcel#6, 7 &10 Zone: RR& A-20 F. Names of all abutting property owners from records in Town Clerk's office. (use separate sheet if necessary): see attached G. Have you notified all abutting property owners (from records in Town Clerk's office) by certified letter that an application is pending before the Agency? Yes. ** (you are required to supply a copy of the letter with the list of the names of the abutters).** H. Purpose and description of all proposed regulated activity(s) including amount of disturbance in square feet and types of fill and the time element involved: No impact within wetlands or upland review area proposed. I. A class A-2 map of the property drawn to 1" = 40', showing the area to be developed, extent of the wetlands and watercourses affected, topography, existing and proposed activities and names and locations of adjacent property owners must be submitted. J. Amount of regulated area disturbance and types of fill (including wetlands and regulated buffers). Zero K. Acreage of wetlands and watercourses in regulated areas to be altered: Zero L. Acreage of wetlands and watercourses to be created: 0 M. Lineal feet of proposed stream alteration: 0 N. Total land area of project and percentage which is wetlands: Total area = 657,633 sq. ft./ 15.0 acres 1.3%wetlands O. Identify all other permits or approvals that have been issued, applied for, or required with respect to the proposed activity set forth in this application. (These may include but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P., F.E.M.A., D.O.T., The Army Corps of Engineers, and any other State, Local or Federal Permits.): Planning & Zoning (pending application), ZBA(applied and voluntarily withdrawn before ruling), WPCA, DEP ' P. The applicant (or designated representative) hereby attests that a sign will be posted at the following location(s) By: Peter R. DeMallie, Design Professionals, Inc. on or befor e followi g date clS, di tec kj sha Signature: These signs must be displayed continuously for at least ten (10) days prior to scheduled meeting (see Regulations, Section 7.3a) The undersigned hereby applies for the regulated activities listed in paragraph H above, for an Inland Wetlands, Watercourses and Conservation permit for the property described herein and confirms that: 1. She/he is familiar with the currently effective Inland Wetlands, Watercourses and Conservation Regulations of the Town of South Windsor. 2. She/he understands that at any time during the review period, the Agency may require the applicant to provide more information about the wetlands and/or watercourses in question and/or any proposed activity. 3. All information submitted in the application for review shall be considered factual, or in the case of anticipated activity, binding. A knowing failure of the applicant or any of her/his agents to provide correct information, or performance exceeding the levels of activity anticipated, shall be sufficient grounds for revocation of any permit under these regulations. 4. By making this application, the applicant gives permission to the Inland Wetlands, Watercourses and Conservation Commission members and/or its representative to enter the portions of the premises which are subject of the application for the purpose of inspection and investigation and otherwise evaluating the merits of the application both before and after a final decision has been issued. / OJITY ,C �,.� uO Signature of ner Property Date di igns ure of pplicant Date Legal Aspects 2.5-1 2.5 State Water Rules 2.5.1 Basic Concepts Two major rules have been developed by the courts regarding the disposition of surface waters. One is known as the civil law rule of natural drainage. The other is referred to as the common enemy doctrine. Modification of both rules has tended to bring them somewhat closer together, and in some cases the original rule has been replaced by a compromise rule known as the reasonable use rule. Much of the law regarding stream waters is founded on a common law maxim that states "water runs and ought to run as it is by natural law accustomed to run." Thus, as a general rule, any interference with the flow of a natural watercourse to the injury or damage of another will result in liability. This interference may involve augmentation, obstruction and detention, or diversion of a stream. However,there are qualifications. In common law, flood waters are treated as a "common enemy" of all people, lands and property attacked or threatened by them. In ground water law, the "English Rule," which is analogous to the common enemy rule in surface water law, is based on the doctrine of absolute ownership of water beneath the property by the landowner. 2.5.2 Surface Waters The civil law rule is based upon the perpetuation of natural drainage. The rule places a natural easement or servitude upon the lower land for the drainage of surface water in its natural course and the natural flow of the water cannot be obstructed by the servient owner to the detriment of the dominant owner. The owner of upper lands has an easement over lower lands for drainage of surface waters. These natural drainage conditions can be altered by an upper proprietor provided the water is not directed in such a manner or quantity to do more harm than formerly. Under the common enemy doctrine, surface water is regarded as a common enemy which each property owner may fight off or control as they will or is able, either by retention, diversion, repulsion, or altered transmission. Thus, there is not cause of action even if some injury occurs causing damage. In most jurisdictions, this doctrine has been subject to a limitation that one must use their land so as not to unreasonably or unnecessarily damage the property of others. Under the reasonable use rule, each property owner can legally make reasonable use of their land, even though the flow of surface waters is altered thereby and causes some harm to others. However, liability attaches when their harmful interference with the flow of surface water is "unreasonable." Whether a landowner's use is unreasonable is determined by a nuisance-type balancing test. The analysis involves several questions. • Was there reasonable necessity for the actor to alter the drainage to make use of their land? • Was the alteration done in a reasonable manner? • Does the utility of the actor's conduct reasonably outweigh the gravity of harm to others? 2.5.3 Stream Waters Where natural watercourses are unquestioned in fact and in permanence and stability, there is little difficulty in application of the reasonable use rule. Highways cross channels on bridges or culverts,usually with some constriction of the width of the channel and obstruction by substructure October 2000 ConnDOT Drainage Manual 1 �,q- HIGHLAND SOILS L« September 28,2004 Karen Isherwood Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 RE. EMERALD GREENSUBDIVISION RECEIVED ELLINGTONROAD SOUTH WINDSOR, CT S E P 3 0 2004 South Windsor Deal Karen: INLANDWETLANDSAGENCY CONSERVATION COMMISSION The inland wetland boundaries on the above-referenced property were field delineated on May 11,2004. The wetlands were field delineated in accordance with the standards of the National Cooperative Soil Survey and the definition of wetlands as found in the Connecticut General Statutes,Chapter 440, Section 22A-38. I have reviewed the plans prepared by your office and have found the representation of the field delineated wetlands to be substantially correct. The soils in the on-site wetland were identified as belonging to the poorly drained Wilbraham Series. The wetlands developed in a small depression along the edge of a tilled farm field. Surface ponding can be expected in the late winter and early spring in this wetland resource. As with some of the upland soils on this property the soils of the Wilbraham Series overlay a compact glacial till. Similar soils were noted just off-site and are associated with seeps along a terrace escarpment. Upland soils on the property were identified as belonging to the excessively drained Manchester Series,the well drained Broadbrook Series and the moderately well drained Rainbow Series. If you have any questions,or require additional information,please call me at(860) 742-5868. Very truly yours, ohn P. Ianni Professional Soil Scientist CPESC cAdocuments and settings\highland soi1s\1et2004\102.doc P.O. Box 337, Storrs,Connecticut 06268 • (860) 742-5868 DESIGN PROFESSIONALS, INC. 6,01 engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects Transmitted via certified mail September 7, 2004 RECEIVE® Dear Current Abutting Property Owner S E P 1 0 2004 Re: Application of JMJ Construction Co. South w;nosor Emerald Green/Three Lot Subdivision CON ER ATION COMMISSION Ellington Road/Route 30 South Windsor, Connecticut DPI Project No. 1930 In accordance with regulations of the Inland Wetlands Agency and the Planning&Zoning Commission, we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing(s)by the Inland Wetlands Agency and Planning & Zoning Commission. The applications and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s) prior to the meeting if you so desire. For further information regarding the specific date this application will be heard, please contact Kelli Koehler, Administrative Secretary, Michele Lipe, Deputy Planning Director, or Jeffrey Folger, Environmental Planner, at the South Windsor Planning Department at 644-2511, ext. 253, 252 or 229, respectively. Thank you. Sincerely, DESIGN OFESS ONALS, INC. By: Peter R. DeMallie President 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 Email: dpicivil-Aaol.com DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects RECEIVED 500' Abutters S E P 1 0 2004 JMJ Construction Co. Ellington Road/Route 30 South Wmasor INLAND WETLANDS AGENCY DPI Project No. 1930 CONSERVATION COMMISSION MaD Lot No. ProgelAy Owner Mailing Address 24 16 John P. &Beverley E. Hurley 30 Beechnut Lane 24 17 Eileen M. Smith 21 Beechnut Lane 24 18 Edward F. &Deborah A. Rogers 19 Sycamore Road 24 19 Joseph A. &Kathleen N. Colletti 29 Sycamore Road 24 20 Joseph&Karen Archer 37 Sycamore Road 24 21 Larry L. & Susan D. Anderson 41 Sycamore Road 24 22 Andrew H. & Antoinette D. Olints 45 Sycamore Road 24 23 Daniel P. & Cynthia M. Herr 57 Sycamore Road 24 24 Stephen A. Nettleton 65 Sycamore Road 24 25 Raymond J. &Marcia A. Motha 73 Sycamore Road 24 26 Gerald &Helena Witkowski 87 Sycamore Road 24 28 Manish Chasmawala 224 Quarry Brook Drive 24 29 William H. Pleines, Jr. 214 Quarry Brook Drive 24 30 Debra M. Beaulieu 204 Quarry Brook Drive 24 31 Robert Lyman Russell 194 Quarry Brook Drive 24 32 John A. Swedock 186 Quarry Brook Drive 24 33 Kevin A. &Amare Angle 178 Quarry Brook Drive 24 34 Steven A. &Barbara J. Wolejko 168 Quarry Brook Drive 24 35 Willard A. &Roseanna R. Cary 160 Quarry Brook Drive 24 36 John A. &Laura A. Eldredge 195 Quarry Brook Drive 24 37 Robert &Darlene Tremble 203 Quarry Brook Drive 24 38 HenryA. & Susan B. Langer 211 Quarry Brook Drive 24 39 Arthur W. Jr. & Josephine Burtchell 219 Quarry Brook Drive 24 40 Howard Kraatz&Eleanor V. Tunney 227 Quarry Brook Drive 25 104 Town of South Windsor 1540 Sullivan Ave 35 1 Debra A. Martin 246 Hilton Drive 35 2 Maxwell McPhearson& Althea 914 Ellington Road Pearson 35 3 Christopher H. &Kim Marie Rainville 926 Ellington Road 35 4 G&W Management, Inc. PO Box 280928 East Hartford, CT 06128 35 5 Town of South Windsor 1540 Sullivan Ave 35 6&7 The Unity Church of Hartford 730 Farmington Ave. West Hartford, CT 06119 35 8 Eric R. & Rachelle Clark 909 Ellington Road 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755•Fax: (860)291-8757 Email: dpicivil@aol.com DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors is ♦ gps ♦ landscape architects 35 11 Timothy M. &Kathleen M. Friend 887 Ellington Road 35 - RSK-Kellco 1744 Ellington Road 35 12 Roger H. &Donna S. Anderson 871 Ellington Road 35 13 Michele Simeone Michaud 861 Ellington Road 35 14 Robert G. &Eva Dumouchel 1275 Tolland Stage Road Tolland, CT 06084 35 15 Frank J. &Rose P. Tavarnesi 847 Ellington Road 35 16 Richard A. Thomas 21 Quarry Brook Drive 35 17 Kathleen G. Barnes 39 Quarry Brook Drive 35 18 James J. III&Michelle E. Grady 55 Quarry Brook Drive 35 19 Stephen& Paula Looby 59 Quarry Brook Road 35 20 Alan M. & Teresa A. Platteis 71 Quarry Brook Road 35 21 Michael L. & Seidel Strout 79 Quarry Brook Road 35 22 Virginia Schobinger 89 Quarry Brook Road 35 23 Michael A. &Rosemary Broad 99 Quarry Brook Road 35 24 Albert K. Bement 109 Quarry Brook Road 35 25 Bruce A. Miller 119 Quarry Brook Road 35 26 Robert A. &Joyce A. Burns 129 Quarry Brook Road 35 27 Robert G. &Karen M. Stoker 139 Quarry Brook Road 35 28 David J. Schell 149 Quarry Brook Road 35 29 David P. &Merridy Bilodeau 159 Quarry Brook Road 35 30 Karmela Malone 169 Qua" Brook Road 35 31 William S. & Kathryn L. Perkins 179 Quarry Brook Road 35 32 Benjamin&Debra Carlson 187 Quarry Brook Road 35 33 Richard W. &Mar arte Kenney 148 Quarry Brook Drive 35 34 Raymond B. &Beverle A. Miller 136 Quarry Brook Drive 35 35 David J. &Kristen L. Bernier 126 Quarry Brook Drive 35 36 Willie&Brenda Fleeting 20 Beechnut Lane 35 37 Daniel F. III& Amber M. Connelly 10 Beechnut Lane 35 38 Gene T. &Elizabeth H. Jay 96 Quarry Brook Lane 35 39 Peter J. Watson 80 Quarry Brook Lane 35 40 Frederick J. Jr. &Virginia Hughes 44 Simcka Drive 35 41 Sandra D. & Antonia S. Barros 39 Simcka Drive 35 42 Diane L. Brooks 62 Quarry Brook Drive 35 43 Robert A. &Kathleen M. Clapper 56 Quarry Brook Drive 35 44 Richard P. & Aldona S. Procaccini 40 Quarry Brook Drive 35 45 Carmen Manri ue 20 Quarry Brook Drive 35 46 Frank P. & Tosca S. Lon ano 835 Ellington Road 35 65 Charles M. & Jayne Jones Sellers 840 Ellington Road 35 66 Joseph P. & Dolores O. Lewis 850 Ellington Road 35 68 RSK Kellco 1744 Ellington Road 48 29 The Mill, Inc. 989 Ellington Road 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755•Fax: (860)291-8757 Email: dpicivil@aol.com t Stormwater Management Plan Emerald Green Subdivision (Church Way) South Windsor, Connecticut RECEIVED REL WH SEP 1 0 2004 ;,I;U[tl VVII10SOt' INLAND WETLANDS AGENCY CONSERVATION COMMISSION �g JU ` e `_`liltity�ryee+ p Prepared by: Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 DPI Project No. 1452 September 10,2004 Table of Contents: Page# Introduction 1 Proposed Development 1 Off Site Analysis 1 Peak Runoff control 1 Nonstructural Drainage System 1 Conveyance System 1 Maintenance and Operation 2 Drainage Design 2 On-Site Storm Sewer Calculations 3 Conclusions 3 Appendices Existing Conditions(Unity Church basin 3/21/03-Amendment2) A TR-55 Developed Conditions(Unity Church isolated) B (Existing conditions-to unity basin 1 08-18-04) TR-55 Developed Conditions(Emerald Green Subdivision) C (Proposed Conditions-to basin 1) Detention Basin Reservoir Report(Emerald Green basin) D Detention Basin Routings(Emerald Green basin) E Detention Basin Reservoir Report(Unity Church basin) F Detention Basin Routings(Unity Church basin) G Storm Sewer Calculations H Introduction: The site is located on the east side of Ellington Road(Rt. 30) in South Windsor, Connecticut, and consists of a single parcel of land totaling 13.0 acres, with the intent of purchasing an additional 2.0 acres from the northern abutting property, for a total of 15.0 ac. Portions of the site were used for farming, the remainder being wooded. A large portion of the site drains northerly off site overland, entering into the storm drainage system within Unity Church. Another portion of the site to the east of the proposed development, drains to the north-east off site into Mill Pond. Proposed Development: The proposed development of the site includes the creation of 3 single family house lots involving the construction of approximately 725 if of 26' wide public road,Church Way. The lots will be serviced by public water and sewer. The Storm drainage system proposed for the development includes the installation of storm-sewers within the proposed road, and a detention/Water Quality Basin. The Detention/Water Quality basin will provide full detention of storm flows for storms up to the 100 year design storm, and also provide water quality treatment for the smaller more frequent storm events. The detention basin is designed to discharge directly into the detention basin on the Unity Church site at a rate that when combined with flows generated by the Unity Church site,will not exceed the documented capacity within the Lakewood Condominium storm system. Off-Site Analysis: The site presently drains in two directions. The majority of the site drains northerly into the Unity Church storm system. The eastern side of the site drains to the north east,offsite to Mill Pond. The entire area of the proposed development of the site will be within the western watershed draining off site to the Unity detention basin. The proposed detention/Water Quality Basin will be in this area, and discharge via a 6"pipe to the Unity detention basin. Peak Runoff Control: The site has been designed to continue to discharge in the same directions presently with peak flows under developed conditions equal to or less than existing peak discharge rates. Nonstructural Drainage Systems: The site presently drains overland in three directions. Under developed conditions,the drainage to the north-east will continue to be overland with no structural measures utilized. The drainage to the north from the western end of the site will be collected under developed conditions into a storm drainage system and discharge to the proposed Detention/Water Quality Basin. The discharge from the basin will be to the Unity Church detention basin. Conveyance System: The on-site conveyance system consists of a piped stormwater system discharging to the detention/water quality basin. The piped drainage system has been designed to accommodate the runoff from a 10 Yr design storm. The detention/water quality basin has been designed to handle up to a 100 year design storm with full detention. Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water System, and Detention/Water Quality Basin. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. Catch Basins: The catch basins shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Basin Outlet: The basin outlet shall be inspected twice yearly. All large woody growth that may affect the flow of water shall be removed. The stone shall be re- arranged and added to as required to maintain the design as per the design plans. Topographic Contour Maps: A Topographic contour map has been provided showing the drainage areas for the site at a scale of 1"=40'. The map showing the developed conditions are included in the rear of this report. Drainage Design: The drainage design of the site has been completed utilizing a number of computer programs and generally accepted design methods. The runoff from the site under developed conditions was developed utilizing the TR-55 computer program. The detention basin was sized using a computer program by Hydrographs called Hydroflow. The program allows for the development of hydrographs representing the developed flows into the basin, and the modeling of the basin with elevation/storage/discharge curves to represent the basin. The program then provides the routing of the hydrograph through the basin, and provides peak discharge and storage information. The storm drainage design involves the construction of one detention/water quality basin. As part of the design calculations, no infiltration was assumed for the basin. The TR-55 analysis for the developed discharge to the existing Unity Church basin is included in appendix B. The approved Unity basin design originally considered a total drainage area of 10.5 acres which included the area from our site. Supporting documentation from the original study is included in appendix A. The drainage area for this study has been reduced to 3.78 acres, isolating the runoff from Unity Church only. The TR-55 analysis for the developed discharge to the proposed detention pond is included in appendix C. The detention basin reservoir report for the Unity Church basin is included in appendix D. The routing of the storm flows for the 2-100 year design storms for the Unity basin are included in appendix E. The detention basin reservoir report for the proposed Emerald Green basin is included in appendix F. The routing of the storm flows for the 2-100 year design storms for the proposed Emerald Green basin are included in appendix G. The following table summarizes the peak flows under developed conditions to the north, through Unity Church basin, and eventually into the Lakewood storm system. Storm Freq. Existing Peak discharge Developed Peak discharge from basin From Unity basin from Unity basin to Lakewood storm system to Lakewood storm system 2 0.99 0.66 10 1.49 1.01 25 1.68 1.19 50 not documented 1.29 100 not documented 1.41 As can be seen from the above, the proposed detention basin provides complete attenuation of the peak flows from the site to levels at or below existing peak flow rates. Once again, the analysis does not take into account any infiltration from the proposed basins on the site, and therefore is extremely conservative. The actual developed discharge rates will be less than calculated. Off-Site Storm Sewer Calculations: The storm sewer has been analyzed for the 10-year design. The design calculations are included in appendix H. Conclusions: By intercepting runoff and providing detention on the subject site, we maintain existing peak flows to the Lakewood storm system. APPENDIX B l RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project 1930 jmj-emerald green User: ram Date: County hartford State: ct Checked: Date: Subtitle: existing conditions - to unity basin 1 08-18-04 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - 2.39 (61) - - Impervious Areas Paved parking lots, roofs, driveways - 1.39(98) - - Total Area (by Hydrologic Soil Group) 3.78 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: 3.78 Acres WEIGHTED CURVE NUMBER: 75* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : 1930 jmj-emerald green User: ram Date: County : hartford State: ct Checked: Date: Subtitle: existing conditions - to unity basin 1 08-18-04 ------------------------------------------------------------------------------- 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 35 0.25 e 0.026 Shallow Concent'd 130 .05 p 0.008 Open Channel 300 2 0.042 Time of Concentration = 0. 08* --- 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 o 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 : 1930 jmj-emerald green User: ram Date: County : hartford State: ct Checked: Date: Subtitle: existing conditions - to unity basin 1 08-18-04 Data: Drainage Area 3.78 * Acres Runoff Curve Number 75 * Time of Concentration: 0.08 * Hours Rainfall Type III Pond and Swamp Area NONE ---------------------------------------------------------- 1 Storm Number 1 1 1 2 1 3 1 4 1 5 1 I----------------------1------I------I------(------I------1 I Frequency (yrs) 1 2 1 10 ( 25 I 50 I 100 1 j 24-Hr Rainfall (in) } 3.2 } 4.7 } 5.5 } 6.2 } 6.9 } I I 1 I I I I 1 Ia/P Ratio 10.21 10.14 10.12 1 0.11 1 0.10 1 I I I I I I I i Used 1 0.21 1 0.14 J 0.12 i 0.11 10.10 I I I I I I I I ( Runoff (in) ( 1.09 ( 2.21 12.86 ► 3.45 ( 4.06 I I I I I I I 1 Unit Peak Discharge 11.024 11.053 11.062 11. 069 11.072 1 1 (cfs/acre/in) I I I I I I 1 Pond and Swamp Factorl 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 I 0.0% Ponds Used I I I I I I I----------------------}------}------}------}------}------} Peak Discharge (cfs) 1 4 1 9 1 11 1 14 I 16 I ----------------------------------------------------------- * - Value(s) provided from TR-55 system routines APPENDIX C fire: cl Eq�-� p RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : 1930-EMERALD GREEN User: RAM Date: County : HARTFORD State: CT Checked: Date: Subtitle: PROPOSED CONDITIONS-TO BASIN 1 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - 5.03 (61) - - Impervious Areas Paved parking lots, roofs, driveways - 1.73(98) - - Total Area (by Hydrologic Soil Group) 6.76 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: 6.76 Acres WEIGHTED CURVE NUMBER: 70* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project 1930-EMERALD GREEN User: RAM Date: Countv HARTFORD State: CT Checked: Date: Subtitle: PROPOSED CONDITIONS-TO BASIN 1 ------------------------------------------------------------------------------- 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 35 _02 H 0.155 Sheet 140 .02 E 0.214 Open Channel 870 2 0.121 Time of Concentration = 0.49* --- 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 : 1930-EMERALD GREEN User: RAM Date: County : HARTFORD State: CT Checked: Date: Subtitle: PROPOSED CONDITIONS-TO BASIN 1 Data: Drainage Area 6.76 * Acres Runoff Curve Number 70 * Time of Concentration: 0.49 * Hours Rainfall Type III Pond and Swamp Area NONE Storm Number I 1 1 2 1 3 1 4 1 5 I ----------------------I------1------I------1------1------I I Frequency (yrs) I 2 l 10 i 25 l 50 l 100 I i I I I i I i 24-Hr Rainfall (in) 1 3.2 1 4.7 l 5.5 l 6.2 l 6.9 I I I I I I I I Ia/P Ratio 10.27 10. 18 i 0.16 10.14 l 0.12 I I I I I I I I I Runoff (in) l 0.83 l 1.82 l 2.41 l 2.96 i 3.54 I I I I I I i Unit Peak Discharge 10.561 10.605 10.619 10.628 10.635 I (cfs/acre/in) I I I I I I i I I I I I I Pond and Swamp Factorl 1.00 1 1.00 1 1.00 l 1.00 1 1.00 i I 0.0% Ponds Used I I I I I I ----------------------1------1------1------1------I------1 I Peak Discharge (cfs) i 3 1 7 1 10 l 13 i 15 l * - Value(s) provided from TR-55 system routines APPENDIX D Reservoir Report Page 1 Reservoir No. 5 - Church St. Pond Flydraflow Hydrographs by Intelisohee Pond Data Pond storage is based on known contour areas. Conic method used. Stage I Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuft) Total storage(cuft) 0.00 70.00 1,750 0 0 1.00 71.00 2,600 2,161 2,161 2.00 72.00 3,455 3,017 5,178 3.00 73.00 4,435 3,934 9,112 4.00 74.00 5,415 4,916 14,029 5.00 75.00 6,620 6,007 20,036 6.00 76.00 7,825 7,213 27,249 7.00 77.00 9,200 8,502 35,751 8.00 78.00 10,575 9,879 45,630 9.00 79.00 12,110 11,333 56,963 10.00 80.00 13,650 12,871 69,834 Culvert I Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 5.3 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 5.3 0.0 0.0 0.0 Crest EL It = 0.00 0.00 0.00 0.00 No.Barrels = 1 0 0 0 Weir Coeff. = 3.33 0.00 0.00 3.33 Invert El.ft = 74.00 0.00 0.00 0.00 Weir Type = -- -- - -- Length ft = 53.0 0.0 0.0 0.0 Multi-Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .013 .000 .000 .000 06L COLFf. = 0.60 0.00 0.00 0.00 Multi-stage = n/a No No No EAItration Rate = 0.00 in/hdsgft Tailwater Elev.= 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage I Storage I Discharge Table Stage Storage Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Total ft CUR It Cfs cis cis Cis Cfs cis Cfs Cfs cfs Cfs 0.00 0 70.00 0.00 - - - -- - - - - 0.00 1.00 2,161 71.00 0.00 -- - - - - -- -- -_ 0.00 2.00 5,178 72.00 0.00 - - - - - - - - 0.00 3.00 9,112 73.00 0.00 - - - - - - - - 0.00 4.00 14,029 74.00 0.00 - - -- - - - - - 0.00 5.00 20,036 75.00 0.36 - - - - - - - - 0.36 6.00 27,249 76.00 0.59 - - - - - - - - 0.59 7.00 35,751 77.00 0.76 - - - - - - - - 0.76 8.00 45,630 78.00 0.90 - - - - - - - - 0.90 9.00 56,963 79.00 1.02 - -- - - -- --- - -- 1.02 10.00 69,834 80.00 1.12 - - -- -- - _- -_ - 1.12 APPENDIX E Hydrograph Report Page, Hydraflow Hydrographs by Intelisolve Hyd. No. 3 Em. subd.-basin disch. Hydrograph type = Reservoir Peak discharge = 0.20 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = Church St. Pond Max. Elevation = 74.29 ft Max. Storage = 15,766 cuft Storage Indication method used. Outflow hydrograph volume=6,276 cult Hydrograph Discharge Table Time Inflow Elevation Clv A CIv 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 cfis 17.37 0.25 7427 0.18 -- -_ -- ---- --- --- --- -- 0.18 17.40 025 74.27 0.18 - - -- -- - - ---- --- - 0.18 17.43 0.24 74.27 0.18 -- ----- _-- ---- ----- --- ---- ---- 0.18 17.47 024 74.28 0.18 -- - -- -- -- ---- - -- 0.18 17.50 0.24 74.28 0.18 --- - -- - --- --- - - 0.18 17.53 0.24 74.28 0.18 --- ---- -- ----- ----- ---- --- ----- 0.18 17.57 0.24 74.28 0.18 -- --- -- -- --- -- ---- -- 0.18 17.60 023 74.28 0.19 -- - - -- ----- -- --- -- 0.19 17.63 0.23 74.28 0.19 ----- --- --- -- ----- --- -- --- 0.19 17.67 0.23 74.28 0.19 - -- -- - -- -- -- --- 0.19 17.70 0.23 74.28 0.19 - --- -- --- --- -_ -- --- 0.19 17.73 0.23 74.28 0.19 - ----- - ---- ----- ---- ---- ----- 0.19 17.77 0.23 74.28 0.19 - -- - - - - _- - 0.19 17.80 0.22 74.28 0.19 -- - - _- --- -- --- ---- 0.19 17.83 0.22 74.29 0.19 -- -- -- --- --- --- ---- --- 0.19 17.87 0.22 74.29 0.19 - - - -- - - -- -- 0.19 17.90 0.22 74.29 0.19 --- - --- --- -- --- --- --- 0.19 17.93 0.22 74.29 0.19 --- --- --- --- ----- - ---- -- 0.19 17.97 0.21 74.29 0.19 - --- - -- ----- - ---- --- 0.19 18.00 0.21 74.29 0.19 - --- - --_ -- - - - 0.19 18.03 0.21 74.29 0.19 - -- -- - --- -- ---- ---- 0.19 18.07 0.21 74.29 0.19 - - - ---- --- -- - - 0.19 18.10 021 7429 0.19 -- -- -- _--- --- --- -- --- 0.19 18.13 0.20 74.29 0.20 -- ---- -- ---- ----- -- --- ----- 0.20 18.17 0.20 74.29 0.20 -- - -- --- -- --- - -- 0.20. 18.20 0.20 74.29 0.20 - - - - -- - - -- 0.20 18.23 0.20 74.29 0.20 - -- _- -- -- - -- --- 0.20 18.27 020 74.29 020 - - -- -- --- - - - 0.20 18.30 0.20 74.29 0.20 -- - _- - - -- --- --- 0.20 18.33 0.20 74.29<< 0.20 - -- - --- - - __--- -- 0.20<< 18.37 0.19 74.29 0.20 - ----- --- - ---- _- - -- 0.20 18.40 0.19 74.29 0.20 --- - - - - - - - 0.20 18.43 0.19 74.29 0.20 - - -- --- --- ---- -- 0.20 18.47 0.19 74.29 0.20 - - -- - - - -- - 0.20 18.50 0.19 74.29 0.20 - - - -- -- - - ---- 0.20 18.53 0.19 74.29 0.20 ----- ---- -- ---- - ----- --- --- 0.20 18.57 0.19 74.29 0.20 ---- - - - - - - - 0.20 18.60 0.19 74.29 0.20 - - - - - - - -- --- 0.20 Continues on next page... Em.subd.-basin disch. Page 2 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 eft cfs cfs cfs cfs cfs cfs 18.63 0.19 74.29 0.19 - --- - - - -- - - 0.19 18.67 0.19 74.29 0.19 -- -- -- ---- ---- ---- --- -- 0.19 18.70 0.19 74.29 0.19 -- - --- ----- --- --- --- -- ----- 0.19 18.73 0.19 74.29 0.19 - - _- -- _- - -- - 0.19 18.77 0.19 74.29 0.19 - - - - -- -- - -- -- 0.19 18.80 0.19 74.29 0.19 -- -- -- -- - - - -- - 0.19 18.83 0.18 74.29 0.19 - - - -- - -- -- - 0.19 18.87 0.18 74.29 0.19 -- -- -- - _ _- _ - 0.19 18.90 0.18 74.29 0.19 --- - --- - ---- _- -- --- 0.19 18.93 0.18 74.29 0.19 - -- -- - - - -- - 0.19 18.97 0.18 74.29 .0.19 - - - - -- -- -_ -- 0.19 19.00 0.18 74.29 0.19 -- - -- --- -- ---- --- --- ---- 0.19 19.03 0.18 74.29 0.19 -- - - -- - -- - - 0.19 19.07 0.18 74.29 0.19 - -- - -_- - --- - -- 0.19 19.10 0.18 74.29 0.19 -- -- - -- ---- ---- -- ----- --- 0.19 19.13 0.18 74.29 0.19 - - - - - --- -- --- 0.19 19.17 0.18 74.29 0.19 -- -- - -- - - -- - 0.19 19.20 0.18 74.29 0.19 ---- - -- -- - - --- -- 0.19 19.23 0-18 74.28 0.19 - - --- - - - - - - 0.19 19.27 0.18 74.28 0.19 - - - -- -- - --- --- 0.19 19.30 0.18 74.28 0.19 --- ---- -- ----- --- -- ----- -- 0.19 19.33 0.18 74.28 0.19 -- -- -- _- -- --- --- - 0.19 19.37 0.18 74.28 0.19 - --- - -- ---- --- --- - 0.19 19.40 0.18 74.28 0.19 -- --- ---- --_ ---- --- --- ---- 0.19 19.43 0.18 74.28 0.19 - -- - - - -- - - - 0.19 19.47 0.17 74.28 0.19 ---- - - ----- - --_ -- --- 0.19 19.50 0.17 74.28 0.19 -- --- ---- ---- -- ----- ----- ---- 0.19 19.53 0.17 74.28 0.19 -- - --- - - __, ____ _ _ -_ 0.19 19.57 0.17 74.28 0.19 -- -- -- -- - --- --- ---- 0.19 19.60 0.17 74.28 0.19 --- - --- -- -- --- -- --- 0.19 19.63 0.17 74.28 0.19 -- - - -- --- -- - - 0.19 19.67 0.17 74.28 0.19 - -- -- - -- --- -- - 0.19 19.70 0.17 74.28 0.19 -- --- - --- ---- - --- -- --- 0.19 19.73 .0.17 74.28 0.19 -- -- -- ---- -- -- - 0.19 19.77 0.17 74.28 0.19 -- -- - . -- -- ----. - ---- 0.19 19.80 0.17 74.28 0.19 -- --- -- - -- ___ -_ - 0.19 19.83 0.17 74.28 0.19 - - - - - -- -- -- 0.19 19.87 0.17 74.28 0.19 - --- -- - _-- -- --- -- 0.19 19.90 0.17 74.28 0.18 -- -- ---- -- --_- --- --- --- 0.18 19.93 0.17 74.28 0.18 -- - - --- ----- -- _- --- 018 19.97 0.17 74.28 0.18 - - -- -- -- -- - - 0.18 20.00 0.17 74.28 0.18 --- - - - - --- - 0.18 20.03 0.17 74.28 0.18 - - -- - - - --- ---- 0.18 20.07 0.16 74.28 0.18 - - --- -- -- - - - 0.18 20.10 0.16 74.28 0.18 -- - --- -- --- --- --- --- 0.18 20.13 0.16 74.28 0.18 - - --- = -- -- 0.18 20.17 0.16 74.28 0.18 - - - - -- - - - 0.18 20.20 0.16 74.28 0.18 018 20.23 0.16 74.28 0.18 - - - - - - - -- 0.18 20.27 0.16 74.27 0.18 - - - - --- - - - 0.18 20.30 0.16 74.27 0.18 - -- -- -- ---- - --_ --- 0.18 Continues on next page... Em.subd:basin disch. 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 20.33 0.16 74.27 0.18 - - - - - - -- - 0.18 20.37 0.16 74.27 0.18 ---- --- ---- ---- ---- -- --- -- 0.18 20.40 0.16 74.27 0.18 --- ---- -- ---- --- ----- ---- -- 0.18 20.43 0.16 74.27 0.18 - - - - --- - - 0.18 20.47 0.16 74.27 0.18 - -- - - -- - -- - 0.18 20.50 0.16 74.27 0.18 - - --- - ---- -- -- ---- 0.18 20.53 0.16 7427 0.18 - -- - - - -- - - 0.18 20.57 0.16 74.27 0.18 - - -- - -- -- -- -- 0.18 20.60 0.16 74.27 0.18 - --- --- --- --- --- ---- --- 0.18 20.63 0.16 7427 0.18 - -- - - - - -- - 0.18 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 3 Em. subd.-basin disch. Hydrograph type = Reservoir Peak discharge = 0.61 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = Church St. Pond Max. Elevation = 76.08 ft Max. Storage = 27,927 cult Storage Indication method used. Outflow hydrograph volume=30,497 cult Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D Eli Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 13.93 1.21 75.78 0.55 --- - -- ----- ----- --- ----- --- 0.55 13.97 1.19 75.79 0.55 - -- -- -- -- - - - - 0.55 14.00 1.18 75.80 0.55 ---- ---- --- ----- ----- ----- ---- ---- 0.55 14.03 1.16 75.81 0.56 - --- - -- - -- - - 0.% 14.07 1.15 75.82 0.56 --- - -- --- -- --- --- -- 0.56 14.10 1.13 75.83 0.56 --- - --- --- ---- --- --- - 0.56 14.13 1.12 75.84 0.56 -- -- -- - ---- ---- - ---- -- 0.56 14.17 1.11 75.85 0.56 ---- - -- --- --- ---- - --- 0.56 14.20 1.09 75.85 0.57 -- -- -- -- --- ---- ---- - --- 0.57 14.23 1.08 75.86 0.57 -- - -- -- -- --- -- - 0.57 14.27 1.07 75.87 0.57 --- ---- - --- -- ---- -- --- 0.57 14.30 1.05 75.88 0.57 ---- ---- ---- ---- ----- ---- ----- ---- 0.57 14.33 1.04 75.89 0.57 - -- -- --- --- - - - 0.57 14.37 1.03 75.90 0.57 - -- -- -- -- --- -- --- 0.57 14.40 1.02 75.90 0.58 -- -- -- ---- -- --- --- --- 0.58 14.43 1.01 75.91 0.58 -- - -- --- ---- - -- - 0.58 14.47 1.00 75.92 0.58 ---- -- -- ---- ----- ----- -- ---- 0.58 14.50 0.99 75.92 0.58 --- -- ---- ----- ---- --- --- ----- 0.58 14.53 0.98 75.93 0.58 - -- - -- --- --- --- ---- 0.58 14.57 0.98 75.94 0.58 -- -- - --- - -- -_ -- - -- 0.58 14.60 0.97 75.94 0.58 - - -- -- -- -- -- -- 0.58 14.63 0.96 75.95 0.58 - - - - -- - - - 0.58 14.67 0.95 75.96 0.59 - - -- ---- ----- ---- ----- --- 0.59 14.70 0.95 75.96 0.59 ---- -- ---- ---- -- --- ----- ----- 0.59 14.73 0.94 75.97 0.59 - - - -- -- --- -- -- 0.59 14.77 0.93 75.97 0.59 - --- -- - -- - -- -- 0.59 14.80 0.92 75.98 0.59 - -- -- --- - - --- --- 0.59 14.83 0.92 75.99 0.59 --- - ---- - - -- --- -- 0.59 14.87 0.91 75.99 0.59 - -- -- ---- --- -- --- --- 0.59 14.90 0.90 76.00 0.59 - -- --- -- --- ----- - - 0.59 14.93 0.90 76.00 0.59 - - - -- -- - -- ----- 0.59 14.97 0.89 76.00 0.60 - --- - - - - -- -- - tfi0 15.00 0.88 76.01 0.60 - - -- - -- - - 0.60 15.03 0.87 76.01 0.60 - - - - - - - ---- 0.60 15.07 0.87 76.02 0.60 - - - - ---- -- -- _- 0.60 15.10 0.86 76.02 0.60 - - -- --- - --- -- --- 0.60 15.13 0.85 76.02 0.60 ---- ---- - ---- -- --- --- - - 0.60 15.17 0.84 76.03 0.60 - - - - - - - - 0.60 Continues on next page... Em.subd:basin disch_ Page 2 Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 15.20 0.84 76.03 0.60 - - - - - - -- --- 0.60 15.23 0.83 76.03 0.60 ---- --- -- -- ----- ----- --- -- 0.60 15.27 0.82 76.04 0.60 -- ---- -- --- -- --- ---- - 0.60 15.30 0.81 76.04 0.60 - - --- ---- - -- -- ---- 0.60 15.33 0.81 76.04 0.60 - --- --- - - -- --- -- 0.60 15.37 0.80 76.05 0.60 ---- --- - -- -- - -- --- 0.60 15.40 0.79 76.05 0.60 --- - - --- - - - - 0.60 15.43 0.78 76.05 0.60 -- ----- -- --- -- --- -- -- 0.60 15.47 0.78 76.05 0.60 ---- ---- --- --- ---- --- ---- --- 0.60 15.50 0.77 76.06 0.61 -- -- - - --- -- - --- - 0.61 15.53 0.76 76.06 0.61 - - - -- - - - - --- -- 0.61 15.57 0.75 76.06 0.61 -- -- - ----- ---- -- - - - - - 0.61 15.60 0.75 76.06 0.61 - - - - -- --- - - 0-61 15.63 0.74 76.06 0.61 -- --- - ----- --- -- -- -- 0.61 15.67 0.73 76.07 0.61 ---- --- ---- ---- ----- --- ----- ---- 0.61 15.70 0.72 76.07 0.61 -- -- -- --- ---- --- --- ---- 0.61 15.73 0.71 76.07 0.61 - -- -- - - --- - - - 0.61 15.77 0.71 76.07 0.61 ----- -- -- --- -- -- --- - 0.61 15.80 0.70 76.07 0.61 - -- -- -- - - - - 0.61 15.83 0.69 76.07 0.61 -- -- - --- ----- --- --- ---- 0.61 15.87 0.68 76.07 0.61 --- ---- ---- ---- ---- ----- ----- -- 0.61 15.90 0.68 76.08 0.61 --- --- -- --- ---- --- ---- --- 0.61 15.93 0.67 76.08 0.61 -- --- -- --- ---- -- _- - 0.61 15.97 0.66 76.08 0.61 --- ----- ---- ---- -- --- -- -- 0.61 16.00 0.65 76.08 0.61 - -- -- - --- - - --- 0.61 16.03 0.64 76.08 0.61 ---- ----- --- -- - ---- -- - 0.61 16.07 0.64 76.08 0.61 --- ---- --- ----- ---- ---- --- --- 0.61 16.10 0.63 76.08 0.61 -- ---- ---- - - ---- ---- --- 0.61 16.13 0.62 76.08 0.61 -- -- --- -- -- --- - --- 0.61 16.17 0.61 76.08<< 0.61 - --- --- ----- - ----- -- --- 0.61 << 16.20 0.61 76.08 0.61 - - -- - -- - - -- 0.61 16.23 0.60 76.08 0.61 - --- -- --- --- ---- --- - -- 0.61 16.27 0.59 76.08 0.61 - --- ----- ---- ----- ---- - -- 0.61 16.30 0.59 76.08 0.61 -- ---- ---- ---- --- -- -- -- 0.61 16.33 0.58 76.08 0.61 - - - - - - ----- 0.61 16.37 0.57 76.08 0.61 - - -- -- -- ---- - 0-61 16.40 0.57 76.08 0:61 - -- -- -- -- --- - -- - 0.61 16.43 0.56 76.08 0.61 - -- ---- -- -- --- - --- 0.61 16.47 0.56 76.08 0.61 -- - ---- - ---- ---- ---- --- ----- 0.61 16.50 0.56 76.08 0.61 - --- - - -- --- - -- 0.61 16.53 0.55 76.08 0.61 --- - -- -- --- - -- -- 0.61 16.57 0.55 76.07 0.61 - -- -- -- - -- -- 0.61 16.60 0.54 76.07 0.61 - --- - -- - ----- - - 0.61 16.63 0.54 76.07 0.61 -- - --- -- ---- -- - ---- 0.61 16.67 0.54 76.07 0.61 -- --- -- --- --- --- - -- 0.61 16.70 0.53 76.07 0.61 - - - -- -- ---- -- -- 0.61 16.73 0.53 76.07 0.61 - - - - -- -- - - 0.61 16.77 0.53 76.07 0.61 --- - - --- - - - -- - - 0.61 16.80 0.52 76.07 0.61 - - -- - - - - - 0.61 16.83 0.52 76.07 0.61 - - - - --- - - - 0.61 16.87 0.51 76.06 0.61 ----- - -- ---- ----- - -- - 0.61 Continues on next page... Ern-subd.-basin disch. Page 3 Hydrograph Discharge Table Time Inflow Elevation CIv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exl'i1 Outflow (hrs) cfs ft ' cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.90 0.51 76.06 0.61 -- -- - - - - - - 0.61 16.93 0.51 76.06 0.61 --- = - - --- -- ---- - -- 0.61 16.97 0.50 76.06 0.61 --- -- - ---- --- --- ----- --- --- 0.61 17.00 0.50 76.06 0.61 - -- - - --- --- -- - -- 0.61 17.03 0.50 76.06 0.61 -- - - --- - --- -- - -- 0.61 17.07 0.49 76.06 0.61 - - -- - - - - - 0.61 17.10 0.49 76.05 0.60 - - - - - --- - - 0.60 17.13 0.49 76.05 0.60 --- -- - - --- -- --- - --- 0.60 17.17 0.48 76.05 0.60 --- ---- ---- ---- ---- --- -- --- 0.60 17.20 0.48 76.05 0.60 -- ---- --- --- -- --- - - 0.60 17.23 0.48 76.05 0.60 -- -- - - - -- - - 0.60 17.27 0.47 76.05 0.60 - -- _- _- -_ ___ -_ _ _ 0.60 17.30 0.47 76.04 0.60 - - - -- -- -- -- - -- 0.60 17.33 0.47 76.04 0.60 - - ---- ----- -- ---- ---- ---- 0.60 17.37 0.46 76.04 0.60 ---- ---- -- ---- -- --- ---- ---- 0.60 17.40 0.46 76.04 0.60 - --- -- ---- -- ---- - ----- 0.60 17.43 0.46 76.04 0.60 - 0.60 17.47 0.45 76.03 0.60 --- - - - -- --- -- - --- 0.60 17.50 0.45 76.03 0.60 -- - --- - - - - -- 0.60 17.53 0.45 76.03 0.60 --- -- ---- --- --- -- -- ----- 0.60 17.57 0.44 76.03 0.60 ---- ----- ----- ---- ---- ---- ---- ----- 0.60 17.60 0.44 76.03 0.60 --- ---- --- - --- -- -- --- 0.60 17.63 0.43 76.02 0.60 - --- -- --- -- --- -- -- 0.60 17.67 0.43 76.02 0.60 -- ---- - -- --- - -- ---- 0.60 17.70 0.43 76.02 0.60 - - --- - - - - - -- 0.60 17.73 0.42 76.02 0.60 -- - -- -- - --- -- -- 0.60 17.77 0.42 76.01 0.60 --- ----- --- ----- ----- ---- ---- ---- 0.60 17.80 0.42 76.01 0.60 --- ---- --- - --- --- -- -- 0.60 17.83 0.41 76.01 0.60 --- - -- -- - --- --- - 0.60 17.87 0.41 76.01 0.60 --- -- --- -- - - --- -- -- 0.60 17.90 0.41 76.00 0.60 - -- - -- -- -- - -- 0.60 17.93 0.40 76.00 0.59 --- ---- - -- ---- -_ -- ---- 0.59 17.97 0.40 76.00 0.59 - --- --- ---- --- -- -- - 0.59 18.00 0.40 75.99 0.59 -- --- -- - -- -- -- -- 0.59 18.03 0.39 75.99 0.59 -- --- -- -- - - -- -- 0.59 18.07 0.39 75.99 0.59 -- --- --- -- -- -- -- --- 0.59 18.10 0.38 75.98 0.59 - -- -- -- - - - - - -- 0.59 18.13 0.38 75.98 0.59 - - -- --- --- _-_ -- ----- 0.59 18.17 0.38 75.98 0.59 ---- ----- ---- ----- --- --- - -- ---- 0.59 18.20 0.37 75.97 0.59 - --- -- - - ---- - - -- 0.59 18.23 0.37 75.97 0.59 - - - ----_ _- -_ - - 0.59 18.27 0.37 75.97 0.59 - -- -- - --_- -- -- 0.59 18.30 0.37 75.96 0.59 - - - - - - - - 0.59 18.33 0.36 75.96 0.59 - - - - -_--- - --- --- 0.59 18.37 0.36 75.95 0.59 - ----- -- -- -- -- --- --- 0.59 18.40 0.36 75.95 0.59 ---- --- - - - - -- - 0.59 18.43 0.36 75.95 0.58 - - -- - --- - - - 0.58 18.47 0.36 75.94 0.58 - - - - - - - -- 0.58 18.50 0.35 75.94 0.58 - - - - -- -- - - -- 0.58 18.53 0.35 75.94 0.58 - - -- - - - - - 0.58 18.57 0.35 75.93 0.58 -- -- -- --- --- -- ---- -- 0.58 Continues on next page... Em.subd.-basin disch. Page 4 Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 18.60 0.35 75.93 0.58 - - - - - - - -- 0.58 18.63 0.35 75.92 0.58 -- - ----- - - -- 0.58 18.67 0.35 75.92 0.58 - -- -- -- ---- --- --- - 0.58 18.70 0.35 75.92 0.58 - - -- - -- - -- -- 0.58 18.73 0.35 75.91 0.58 - - -- - - - - - 0.58 18.77 0.34 75.91 0.58 -- --- -- -- -- - -- --- 0.58 18.80 0.34 75.91 0.58 - - - - -- -- - --- 0.58 18.83 0.34 75.90 0.58 -- - -- --- - -- - -- 0.58 18.87 0.34 75.90 0.57 - -- -- -- -- ----- --- --- 0.57 18.90. 0.34 75.89 0.57 - - - _- _- __ _ _- 0.57 18.93 0.34 75.89 0.57 - - - - - - - - 0.57 18.97 0.34 75.89 0.57 ---- - -- -- -- -- ---- -- - 0.57 19.00 0.34 75.88 0.57 - - - _- - - - -- 0.57 19.03 0.34 75.88 0.57 - - - - --- -- -- ---- 0.57 19.07 0.34 75.87 0.57 -- ---- - ---- ----- _--- -- ----- 0.57 19.10 0.33 75.87 0.57 - --- -- - ---- --- -- --- 0.57 19.13 0.33 75.87 0.57 - - - -- - -- - -- 0.57 19.17 0.33 75.86 0.57 - -- - - -- --- -_- -- 0.57 19.20 0.33 75.86 0.57 - - - - - --- -- -_ -- 0.57 19.23 0.33 75.85 0.57 --- - - - --- -- -- --- ---- 0.57 19.27 0.33 75.85 0.57 - --- -- ----- ---- ---- -- ----- 0.57 19.30 0.33 75.85 0.56 -- --- - --- --- --- -- -_-- 0.56 19.33 0.33 75.84 0.56 - -- - -- - - -- -- --- 0.56 19.37 0.33 75.84 0.56 -- - --- ---- ---- _-- --- _-- 0.56 19.40 0.32 75.83 0.56 - - - -- - - - ----- 0.56 19.43 0.32 75.83 0.56 - -- -- --- -_-- -- - ---- 0.56 19.47 0.32 75.83 0.56 -- -- _-- ---- ----- ----- ---- --- 0.56 19.50 0.32 75.82 0.56 - -- -- - --- ---- - --- 0.56 19.53 0.32 75.82 0.56 - - ---- ---- --- -- -- -- 0.56 19.57 0.32 75.81 0.56 --- --- ---- --- ---- - - -- -- 0.56 19.60 0.32 75.81 0.56 - -- -- - - -- -- --- 0.56 19.63 0.32 75.81 0.56 -- -- -_-- -- --- --- -- --- 0.56 19.67 0.32 75.80 0.56 ---- ---- -- ---- -- ----- ----- --- 0.56 19.70 0.32 75.80 0.56 -- --- -- - --- -- -- -- 0.56 19.73 0.31 75.80 0.55 - -- -- --- ----- --- -- 0.55 19.77 0.31 75.79 0.55 -- -- -- -- --- -- - ---- 0.55 19.80 0.31 75.79 0.55 - - --- -- -- -- -- ---- 0.55 19.83 0.31 75.78 0.55 -- - -- -- -- ----- -- -- ---- 0.55 19.87 0.31 75.78 0.55 --- --- --- --- -- - --- -- --- 0.55 19.90 0.31 75.78 0.55 - -- - - - --- - -- 0.55 19.93 0.31 75.77 0.55 - -- --- -- -_- -- --- - 0.55 ...End Hydrograph Report Page, "raflow FWrographs by IntelisoW Hyd. No. 3 Em. subd.-basin disch. Hydrograph type = Reservoir Peak discharge = 0.79 cfs Storm frequency = 25 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = Church St. Pond Max. Elevation = 77.17 ft Max. Storage = 37,401 cult Storage Indication method used. Outflow hydrograph volume=45,113 cuff Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C CIv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 13.40 1.91 76.65 0.71 - -- -- --- ---- --- -- - 0.71 13.43 1.87 76.67 0.71 - - - - ---- -- -- - 0.71 13.47 1.84 76.69 0.71 --- --- - --- ---- -- --- -- 0.71 13.50 1.81 76.70 0.72 - -- - - - - --- -- - 0.72 13.53 1.78 76.72 0.72 --- ---- -- --- ---- ---- - -- 0.72 13.57 1.75 76.73 0.72 ---- -- ---- -- ---- ----- ---- - 0.72 13.60 1.73 76.75 0.72 -- -- -- -- --- --- -- - - 0.72 13.63 1.71 76.76 0.73 - -- --- --- __- -_ -- _ _ _ 0.73 13.67 1.69 76.78 0.73 ---- --- - - --- ---- -- - - -- 0.73 13.70 1.67 76.79 0.73 - - --- ---- -- - --- -- 0.73 13.73 1 65 76.80 0.73 -- --- ---- ---- ----- --- --- ---- 0.73 13.77 1.63 76.81 0.73 ---- ---- ---- ---- ----- ---- --- --- 0.73 13.80 1.61 76.83 0.74 - - - - - -- - -- 0.74 13.83 1.59 76.84 0.74 --- -- ---- -- -- ---- - - 0.74 13.87 1.57 76.85 0.74 -- - --- -- - --- --- ---- -- 0.74 13.90 1.56 76.86 0.74 - -- --- -- - --- - -- - 0.74 13.93 1.54 76.87 0.74 -- --- ---- ---- ----- ---- --- -- 0.74 13.97 1.52 76.89 0.74 --- --- --- ----- ---- ---- --- -- 0.74 14.00 1.50 76.90 0.75 -- - --- -- - -- - - -- --- 0.75 14.03 1.48 76.91 0.75 - - -- -_- --- - -- -- 0.75 14.07 1.46 76.92 0.75 -- --- --- ---- ---- -- -- -- 0.75 14.10 1.44 76.93 0.75 -- - -- - ---- -- -- -- 0.75 14.13 1.42 76.94 0.75 --- -- ----- --- ----- ---- ---- --- 0.75 14.17 1.41 76.95 0.75 ---- ---- ---- ---- ---- --- ---_- --- 0.75 14.20 1.39 76.95 0.75 - - -- -- - - -- - 0.75 14.23 1.37 76.96 0.76 -- - - -- --- -- - - 0.76 14.27 1.35 76.97 0.76 -- - -- --- -- --- -- 0.76 14.30 1.34 76.98 0.76 -- - - - - -- -- -- 0.76 14.33 1.32 76.99 0.76 -- - - --- - -- -_ -- 0.76 14.37 1.31 77.00 0.76 -- _- -- -- -- ---- -- - 0.76 14.40 1.30 77.00 0.76 - --- - - - - - - 0.76 14.43 1.28 77.01 0.76 - ---- - - - -- - -- 0.76 14.47 1.27 77.02 0.76 - -- --- - - - - 0.76 14.50 1.26 77.02 0.76 - -- - - - --- - -- 0.76 14.53 1.25 77.03 0.77 - -- -- - - -_ _ _ -- 0.77 14.57 1.24 77.03 0.77 - - - - -__ _ _____ _- 0.77 14.60 1.23 77.04 0.77 - - --- - -_- - ____ 0.77 14.63 1.22 77.05 0.77 --- - - -- - - -- ___ 0_77 Continues on next page... Em.subd-basin disch. Page 2 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 14.67 1.21 77.05 0.77 - - - - - - -- - 0.77 14.70 1.20 77.06 0.77 --- - - ----- --- -- - - - --- 0.77 14.73 1.19 77.06 0.77 --- ----- --- ---- --- ----- -- --- 0.77 14.77 1.18 77.07 0.77 - -- - -- - - - - - 0.77 14.80 1.17 77.07 0.77 - - -- - -- -- - - 0.77 14.83 1.16 77.08 0.77 - -- - -- - - - - --- -- 0.77 14.87 1.15 77.08 0.77 - - -- - - -- - - 0.77 14.90 1.14 77.08 0.77 -- ---- - ---- -- ---- -- ---- 0.77 14.93 1.13 77.09 0.77 ---- -- --- ---- ----- -- --- --- 0.77 14.97 1.12 77.09 0.78 -- -- -- ---- -- ---- - ---- 0.78 15.00 1.12 77.10 0.78 - - -- - - --- - - 0.78 15.03 1.11 77.10. 0.78 -_ - --- --- -- ---- -- - 0.78 15.07 1.10 77.11 0.78 - - - - - -- - - - 0.78 15.10 1.09 77.11 0.78 - -- --- ----- ----- ----- --- ---- 0.78 15.13 1.08 77.11 0.78 --- - --- --- ---- ---- ---- ---- 0.78 15.17 1.07 77.12 0.78 -- -- --- ---- ---- ----- ----- ---- 0.78 15.20 1.06 77.12 0.78 - --- -- - - -- - - - 0.78 15.23 1.05 77.12 0.78 - -- -- - ---- ---- ----- ---- 0.78 15.27 1.04 77.13 0.78 - - - _- ___ _ _ _ 0.78 15.30 1.03 77.13 0.78 - -- ---- -- --- ---- ---_ --- 0.78 15.33 1.02 77.13 0.78 -- ---- --- ---- - ----- ---- ----- 0.78 15.37 1.01 77.14 0.78 -- ---- - - -- -- --- ---- 0.78 15.40 1.00 77.14 0.78 - - -- -__ -- --- --- --- 0.78 15.43 0.99 77.14 0.78 -- - --- --- - _-- - --- 0.78 15.47 0.98 77.14 0.78 - - - - - - - - 0.78 15.50 0.97 77.15 0.78 - - --- -- - ---- --- -- 0.78 15.53 0.96 77.15 0.78 ---- --- -- ---- -- ----- ---- ----- 0.78 15.57 0.95 77.15 0.78 -- _- -- _-_ __ _ _- -_ _- 0.78 15.60 0.94 77.15 0.78 -- - ---- --- -- -- -- -- 0.78 15.63 0.93 77.15 0.78 - - --- ---- --- --_- _--- --- 0.78 15.67 0.92 77.16 0.78 - - - -- -- - - - - 0.78 15.70 0.91 77.16 0.78 -- --- -_ -- ---- - -- -- 0.78 15.73 0.90 77.16 0.78 - - ----- ---- --- ---- ---- ---- 0.78 15.77 0.89 77.16 0.78 - _- - -- -- --- ---- 0.78 15.80 0.88 77.16 0.79 -_-- -- ---- -- _--- ---_ _-- -- 0.79 15.83 0.87 77.16 0.79 - -- -_- --- - - --- -- 0.79 15.87 0.86 77.16 0.79 -- -- - -_ --- ---- - - - 0.79 15.90 0.85 77.16 0.79 -- -- -- _--- - -- - 0.79 15.93 0.84 77.17 0.79 - ---- -- --_ -- ---- --- _--- 0.79 15.97 0.83 77.17 0.79 -- -- -_ - -_ - - -- --- 0.79 16.00 0.82 77.17 0.79 -_ - -- -- - - _- - -- 0.79 16.03 0.81 77.17 0.79 -_ -- - - -- -- -- -- 0.79 16.07 0.80 77.17 0.79 - -- - - - -- - -- 0.79 16.10 0.79 77.17 0.79 - -- - ---- --- ---- - -- 0.79 16.13 0.78 77.17<< 0.79 -- -- _-- --- -- -- -- -_-- 0.79<< 16.17 0.77. 77.17 0.79 - ----- - -- - - 0.79 16.20 0.76 77.17 0.79 -- - - - - - -- - 0.79 16.23 0.75 77.17 0.79 - - ---- - - -- - - 0.79 16.27 0.75 77.17 0.79 - - - - - - - - 0.79 16.30 0.74 77.17 0.79 --- -- - - - --- -- -- 0.79 16.33 0.73 77.16 0.79 - -- - - -- -_-- --- - 0.79 Continues on next page... Em.subd_basin disch. 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 16.37 0.72 77.16 0.79 - - - - - - - - 0.79 16.40 0.72 77.16 0.79 -_ __- --- ----- ____ -____ ----- 0.79 16.43 0.71 77.16 0.79 - - -- ---- ---- ---- ---- ---- 0.79 16.47 0.70 77.16 0.79 -- - - - -- -- - -- - 0.79 16.50 0.70 77.16 0.78 -- -- -- -- - -- --- - 0.78 16.53 0.69 77.16 0.78 -- -- -- - -- -- -- -- 0.78 16.57 0.69 77.16 0.78 --- - --- - -- -- - - 0.78 16.60 0.68 77.16 0.78 --- -- --- --- -- --- -- --- 0.78 16.63 0.68 77.16 0.78 ----- --- -- ----- ---- ---- --- - 0.78 16.67 0.67 77.15 0.78 -- -- - -- - ---- -- - 0.78 16.70 0.67 77.15 0.78 -- -- -- - - --- --- - 0.78 16.73 0.67 77.15 0.78 -- -- ---- ---- -- ---- - ---- 0.78 16.77 0.66 77.15 0.78 - -- - -- --- - - 0.78 16.80 0.66 77.15 0.78 -- -- --- ----- --- ----- ----- ----- 0.78 16.83 0.65 77.15 0.78 ---- ----- --- ---- ----- ----- --- ----- 0.78 16.87 0.65 77.15 0.78 - - - -- - -- -- ----- 0.78 16.90 0.64 77.14 0.78 - - -- -_ - -- -- - 0.78 16.93 0.64 77.14 0.78 -- -- --- - -- --- - - 0.78 16.97 0.63 77.14 0.78 -- - -- - - - - - 0.78 17.00 0.63 77.14 0.78 ---- - ---- -- - --- ---- --- 0.78 17.03 0.63 77.14 0.78 --- ---- ----- ----- - -- - - --- ---- 0.78 17.07 0.62 77.13 0.78 ---- ---- --- -- --- - -- -- 0.78 17.10 0.62 77.13 0.78 - -- -- - - -- - -- 0.78 17.13 0.61 77.13 0.78 ---- ---- ---- --- --- --- -- -- 0.78 17.17 0.61 77.13 0.78 - -- -- - - -- - - 0.78 17.20 0.60 77.13 0.78 -_- -_ -- ----- --- --- --- - 0.78 17.23 0.60 77.12 0.78 ---- ----- --- ----- ---- ----- ---- --- 0.78 17.27 0.59 77.12 0.78 -- --- --- -- ---- --- --- --- 0.78 17.30 0.59 77.12 0.78 - --- _- -- _- - - -- -- 0.78 17.33 0.59 77.12 0.78 -- --- ---- ---- --- -- ---- ---- 0.78 17.37 0.58 77.12 0.78 -- _- -- - ---- -- - - 0.78 17.40 0.58 77.11 0.78 -- -_- - - ---- ---- --- -- -- 0.78 17.43 0.57 77.11 0.78 --- ---- ----- --- ----- ---- -- --- 0.78 17.47 0.57 77.11 0.78 --- - --- -- --- -- --- -- 0.78 17.50 0.56 77.11 0.78 - --- - - - -- --- -- 0.78 17.53 0.56 77.10 0.78 --- -- -- - - -- -- -- 0.78 17.57 0.55 77.10 0.78 -- --- - --- -- - - - 0.78 17.60 0.55 77.10 0.78 --- ---- --- --_ - _ -- ---- --- 0.78 17.63 0.55 77.09 0.78 ---- - ----- ---- ---- ----- --- ---- 0.78 17.67 0.54 77.09 0.77 - -- -- - -- --- -- ---- 0.77 17.70 0.54 77.09 0.77 - --- - --- -- - - --- 0.77 17.73 0.53 77.09 0.77 -- -- - - ---- - - -- 0.77 17.77 0.53 77.08 0.77 - - -- - - - - -- 0.77 17.80 0.52 77.08 0.77 --- - --_ - - ---- -- --- 0.77 17.83 0.52 77.08 0.77 -- - -- --- ---- ----- --- --- -- 0.77 17.87 0.51 77.07 0.77 - _- - - -- -- 0.77 17.90 0.51 77.07 0.77 - - - - - -- ----- - 0.77 17.93 0.51 77.07 0.77 -- - -- - - ----- - -- - 0.77 17.97 0.50 77.06 0.77 - - - - - - - -- 0.77 18.00 0.50 77.06 0.77 - -_ --- -- ---- - -- -- 0.77 18.03 0.49 77.06 0.77 -- -- --- --- --- - -- -- 0.77 Continues on next page... Em.subd.-basin disch. Page 4 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 18.07 0.49 77.05 0.77 - - - - - - - --- 0.77 18.10 0.48 77.05 0.77 - ---- -- ----- --- -- --- - 0.77 18.13 0.48 77.05 0.77 --- - -- -- --- -- - --- -- 0.77 18.17 0.47 77.04 0.77 - - - -__ _ _ _- -__ _ _ 0.77 1820 0.47 77.04 0.77 - - - -- - - - - 0.77 18.23 0.47 77.04 0.77 -- -- - __ - ___ - _- 0.77 18.27 0.46 77.03 0.77 - - - - - - - - 0.77 18.30 0.46 77.03 0.77 -- - -- --- --- -- -- - - -- 0.77 18.33 0.46 77.03 0.77 -- - - -- ---- -- - -- - - 0.77 18.37 0.45 77.02 0.76 - - ---- - -- -- - -- 0.76 18.40 0.45 77.02 0.76 - - - - - - - -- 0.76 18.43 0.45 77.01 0.76 -- -- -- --- --- -- - --- 0.76 18.47 0.45 77.01 0.76 - - - --- - - - - 0.76 18.50 0.44 77.01 0.76 - --- -- -_ ___ _- _ _- 0.76 18.53 0.44 77.00 0.76 -- --- --- ----- -- - -- --- -- 0.76 18.57 0.44 77.00 0.76 - -- - -- - -- ---- ---- 0.76 18.60 0.44 76.99 0.76 - -- - - --- - - - - 0.76 18.63 0.44 76.99 0.76 --- --- - -- - - - - - 0.76 18.67 0.44 76.98 0.76 -- -- - ---- -- - -- -- 0.76 18.70 0.43 76.98 0.76 -- - -- -- -- --- -- 0.76 18.73 0.43 76.98 0.76 - - ----- ----- --- --- --- ---- 0.76 18.77 0.43 76.97 0.76 - - - -- - -- -- -- -- 0.76 18.80 0.43 76.97 0.76 - -- -- --- -- - ---- --- 0.76 18.83 0.43 76.96 0.76 -- --- -- ----- -- -- -- -- 0.76 18.87 0.43 76.96 0.76 - - - - - --- --- - 0.76 18.90 0.43 76.95 0.75 -- ----- -- ---- --- -- -- -- 0.75 18.93 0.43 76.95 0.75 ---- ___ ____ ____ ____ ____ ___- ---- 0.75 18.97 0.42 76.94 0.75 -- -- -- -_ --- --- -- -- 0.75 19.00 0.42 76.94 0.75 - - --- -- - -- --- - -- 0.75 19.03 0.42 76.93 0.75 -- --- ---- --- -- - -- --- 0.75 19.07 0.42 76.93 0.75 - -- --- -- - -- - - - 0.75 19.10 0.42 76.92 0.75 -- --- ---- ---- -- --- --- - - 0.75 19.13 0.42 76.92 0.75 ----- -- ---- ----- ---- ----- ----- ----- 0.75 19.17 0.42 76.92 0.75 --__ -_ -_ -_ _- _- _-_ ___- 0.75 19.20 0.42 76.91 0.75 - -- ---- - --- ---- --- - 0.75 19.23 0.41 76.91 0.75 -- --- - -- --. -- ---- ---- 0.75 19.27 0.41 76.90 0.75 -- -- --- --- - -- --- -- 0.75 19.30 0.41 76.90 0.75 --- -- ---- ---- ---- -- -- --- 0.75 19.33 0.41 76.89 0.75 ---- ----- ---- ---- ----- ---- - - - 0.75 19.37 0.41 76.89 0.74 --- - -- ---- --- - ---- -- - 0.74 19.40 0.41 76.88 0.74 -- ---- --- ---- - -- ---- -- 0.74 19.43 0.41 76.88 0.74 -- -- --- - ----- --- -- - 0.74 19.47 0.40 76.87 0.74 - - - -_ - _-- --- - 0.74 19.50 0.40 76.87 0.74 -- - - - - --- -- -- - 0.74 19.53 0.40 76.86 0.74 --- --- ---- ----- --- ---- --- - 0.74 19.57 0.40 76.86 0.74 - - -- - - - - - 0.74 19.60 0.40 76.85 0.74 --- - - -- --- - - - 0.74 19.63 0.40 76.85 0.74 --- -- - -- --- -- - =- 0.74 19.67 0.40 76.84 0.74 ---- - - - - -- - - 0.74 19.70 0.40 76.84 0.74 -- ---- - ----- --- -- -- - -- 0.74 19.73 0.39 76.83 0.74 --- --- -- ---- ----- --- ---- ---- 0.74 Continues on next page... Em.subd.-basin disch. Page 5 Hydrograph Discharge Table Time Inflow Elevation Civ 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 cfs cfs 19.77 0.39 76.83 0.74 - - - - -- - - - 0.74 19.80 0.39 76.82 0.73 - -- - -- ----- ---- ---- --- 0.73 19.83 0.39 76.82 0.73 - - - - --- ----- --- ----- 0.73 19.87 0.39 76.81 0.73 - - - - - -- - - --- 0.73 19.90 0.39 76.81 0.73 - - - - -- - - -- 0.73 19.93 0.39 76.81 0.73 - -- --- -- -- - - -- 0.73 19.97 0.38 76.80 0.73 - - - - - - - - 0.73 20.00 0.38 76.80 0.73 - --- -- - --- --- ---- - 0.73 20.03 0.38 76.79 0.73 - ---- -- - ---- -- ---- --- 0.73 20.07 0.38 76.79 0.73 - - - - --- -- --- -- 0.73 20.10 0.38 76.78 0.73 - - - --- - - -- - 0.73 20.13 0.38 76.78 0.73 -- --- ---- --- ---- -- ---- ---- 0.73 20.17 0.38 76.77 0.73 - - - - --- - --- -- 0.73 20.20 0.37 76.77 0.73 - - -- --- -- ---- -- --- 0.73 20.23 0.37 76.76 0.73 - ---- --- ---- ----- ----- ---- ---- 0.73 20.27 0.37 76.76 0.72 - -- - --- - ---- --- ---- 0.72 20.30 0.37 76.75 0.72 - - - - - ---- - --- 0.72 20.33 0.37 76.75 0.72 -- --- - ---- - _- - - 0.72 20.37 0.37 76.74 0.72 -- - --- ---- -- - -- - 0.72 20.40 0.37 76.74 0.72 - -- ---- ---- ---- -- --- --- 0.72 20.43 0.37 76.73 0.72 --- ---- ---- ----- ----- - - ---- --- 0.72 20.47 0.36 76.73 0.72 - --- - -- _--- ---- ---- --- 0.72 20.50 0.36 76.72 0.72 - -- - - - - - - - 0.72 20.53 0.36 76.72 0.72 ---- --- -- ---- ---- --- --- --- 0.72 20.57 0.36 76.71 0.72 - - - - - - -_ - - 0.72 20.60 0.36 76.71 0.72 -- --- -- -- ---- ---- --- --- 0.72 20.63 0.36 76.70 0.72 --- ----- -- ----- ----- ----- ---- --- 0.72 20.67 0.36 76.70 0.71 - - -- --- --- ---- --- -- --- 0.71 20.70 0.35 76.69 0.71 - ---- -- ---- --- ----- ---- -- 0.71 20.73 0.35 76.69 0.71 --- --- ----- --- ---- -- -- 0.71 20.77 0.35 76.68 0.71 0.71 20.80 0.35 76.68 0.71 --- -- --- ---- ----- -- - --- ---- 0.71 20.83 0.35 76.67 0.71 ---- --- -- ----- ----- --- ---- ---- 0.71 20.87 0.35 76.67 0.71 -- -- ---- --- ---- -- --- 0.71 20.90 0.35 76.66 0.71 ---- ---- --- - ---- ---- ---- --- 0.71 20.93 0.35 76.65 0.71 --- --- --- ---- ---- --- --- --- 0.71 20.97 0.34 76.65 0.71 - -- - --- --- --- - - _- 0.71 ...End Hydrograph Report Page 1 hWraflow Hydrographs by Intelisolve Hyd. No. 3 Em. subd.-basin disch. Hydrograph type = Reservoir Peak discharge = 0.91 cfs Storm frequency = 50 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = Church St. Pond Max. Elevation = 78.11 ft Max. Storage = 46,829 cuft Storage Indication method used. Outflow hydrograph volume=58,547 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C CIv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 13.17 2.74 77.41 0.82 - ---- -- --- --- --- -- - 0.82 13.20 2.65 77.43 0.82 - - -- -- --- -- - - 0.82 13.23 2.57 77.46 0.83 --- ---- ----- --- -- --- --- --- 0.83 13.27 2.50 77.48 0.83 - -- - -- --- -- - - 0.83 13.30 2.44 77.50 0.83 - -- ----- --- ---- - -- --- 0.83 13.33 2.38 77.52 0.83 -- ---- ---- ----- --- ---- ----- ----- 0.83 13.37 2.33 77.53 0.84 -- - --- ---- ---- -- --- -- 0.84 13.40 2.28 77.55 0.84 - --- --- --- -- ---- -_-- --- 0.84 13.43 2.24 77.57 0.84 --- ---- ----- ---- ----- ---- ---- --- 0.84 13.47 2.19 77.59 0.84 - - - - -__ - - - 0.84 13.50 2.16 77.60 0.85 - ---- -- ----- --- ---- --- - 0.85 13.53 2.12 77.62 0.85 ---- ---- ---- ---- ----- ---- ---- -- 0.85 13.57 2.09 77.63 0.85 -- -- - -_ - - - - 0.85 13.60 2.06 77.65 0.85 - --- --_ -- ___ - _- - 0.85 13.63 2.04 77.66 0.85 ---- -- -- ---- ----- --- --- - 0.85 13.67 2.01 77.68 0.86 - - -- - - - - - - 0.86 13.70 1.99 77.69 0.86 - ---- --- --- -- ---- --- -- 0.86 13.73 1.97 77.70 0.86 --- -- ---- ---- ----- ---- ----- ---- 0.86 13.77 1.94 77.72 0.86 -- _--- -- ---- --- -- - --- 0.86 13.80 1.92 77.73 0.86 --- --- - ---- -- -- -- - 0.86 13.83 1.90 77.74 0.86 --- --- -- --- -- --- -- -- 0.86 13.87 1.88 77.76 0.87 - - _- - _ _ - - 0.87 13.90 1.85 77.77 0.87 ---- --- ---- ---- - -- ---- - 0.87 13.93 1.83 77.78 0.87 --- ---- ---- --- ---- ---- ---- -- 0.87 13.97 1.81 77.79 0.87 --- --- -_- ---- - - --- - - 0.87 14.00 1.78 77.80 0.87 - - ----- - - - - - 0.87 14.03 1.76 77.81 0.87 -- ---- --- ---- --- --- --- - 0.87 14.07 1.74 77.82 0.88 - -- -- --_ - -- -- - 0.88 14.10 1.72 77.83 0.88 -- --- - --- -- ---- -- -- 0.88 14.13 1.69 77.84 0.88 -- -- --- -- -- - - -- 0.88 14.17 1.67 77.85 0.88 - - - -- - - - - 0.88 14.20 1.65 77.86 0.88 - - -- _- - - --- - - 0.88 14.23 1.63 77.87 0.88 - - --- --- ---- --- -- - 0.88 14.27 1.61 77.88 0.88 - - - _- - --- - - 0.88 14.30 1.59 77.89 0.88 - - - - - _- - - 0.88 14.33 1.57 77.90 0.89 - - -- --- ---- -- -- -- 0.89 14.37 1.56 77.91 0.89 - - - - - - -- - - 0.89 14.40 1.54 77.92 0.89 - - -- - _- - -- - - 0.89 Continues on next page... Em.subd.-basin disch. Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Civ C Clv D Wr A Wr B Wr C Wr D EAl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 14.43 1.53 77.92 0.89 - - - - - - - - 0.89 14.47 1.51 77.93 0.89 - --- --- ---- ---- ----- ---- ---- 0.89 14.50 1.50 77.94 0.89 --- -- --- ----- ----- --- ----- --- 0.89 14.53 1.48 77.95 0.89 - -- - -- -- -- - -- 0.89 14.57 1.47 77.95 0.89 - - - -- - - - -- 0.89 14.60 1.46 77.96 0.89 -- -- -- ---- -- ---- - ---- 0.89 14.63 1.45 77.97 0.89 - - - - - - -- - 0.89 14.67 1.44 77.97 0.89 - ---- --- --- -- - ---- --- 0.89 14.70 1.42 77.98 0.90 --- -- -- ---- -- - -- ----- 0.90 14.73 1.41 77.99 0.90 - - - - -- -- - -- 0.90 14.77 1.40 77.99 0.90 - - -- - - -- -- - 0.90 14.80 1.39 78.00 0.90 --- --- -- ---- -- ---- -- --- 0.90 14.83 1.38 78.00 0.90 ----- - - - - - -- - 0.90 14.87 1.37 78.01 0.90 -- -- - -- ---- --- --- -- 0.90 14.90 1.36 78.01 0.90 ---- -- ---- --- ----- ---- ----- ---- 0.90 14.93 1.35 78.02 0.90 - --- - -- -- -- - ---- 0.90 14.97 1.33 78.02 0.90 - - - - -- --- - - - 0.90 15.00 1.32 78.03 0.90 --- ----- 0.90 15.03 1.31 78.03 0.90 - - - -- - -- -- - 0.90 15.07 1.30 78.04 0.90 - - --- -- -- - --- -- ---- 0.90 15.10 1.29 78.04 0.90 -- --- ----- ---- ----- ----- ---- ---- 0.90 15.13 1.28 78.04 0.90 --- -- - -- -- - -- --- 0.90 15.17 1.27 78.05 0.90 -- - - ---- - - - -- 0.90 15.20 1.25 78.05 0.90 ----- ----- -- -- ---- ---- ----- ---- 0.90 15.23 1.24 78.06 0.90 - - - - --- - - 0.90 15.27 1.23 78.06 0.91 ---- - -- ---- -- --- -- - 0.91 15.30 1.22 78.06 0.91 --- ---- --- ----- ----- ----- ----- ----- 0.91 15.33 121 78.07 0.91 -- - --- - - -- --- -- -- 0.91 15.37 1.20 78.07 0.91 _--- ---- - - --- ---- -- - --- 0.91 15.40 1.18 78.07 0.91 --- ---- -- - --- --- ---- -- -- 0.91 15.43 1.17 78.07 0.91 - -- - - - -- -- -- 0.91 15.47 1.16 78.08 0.91 - - ---- - - --__ -- -- -- 0.91 15.50 1.15 78.08 0.91 --- -- ---- --- --- --- --- --- 0.91 15.53 1.14 78.08 0.91 -- -- --- - -- ---- . - --- 0.91 15.57 1.13 78.08 0.91 --- -- -- --- -- -- 0.91 15.60 1.11 78.09 0.91 --- - -- -- -- -- --- --- 0.91 15.63 1.10 78.09 0.91 - --- -- - -- ----- - -- 0.91 15.67 1.09 78.09 0.91 -- --- --- --- -- ---- --- -- 0.91 15.70 1.08 78.09 0.91 --- ---- --- - - - - ---- --- 0.91 15.73 1.07 78.09 0.91 - --- - - ---- -- - ---- 0.91 15.77 1.06 78.10 0.91 -- -- - - -- __- --- - -- 0.91 15.80 1.04 78.10 0.91 -- - - -- -- ----- -- -- 0.91 15.83 1.03 78.10 0.91 -- - - - - - - - 0.91 15.87 1.02 78.10 0.91 - - --- --- - --- -- --- 0.91 15.90 1.01 78.10 0.91 -- ----- -- - --- ---- -- -- 0.91 15.93 1.00 78.10 0.91 - -- - - - -- - -- 0.91 15.97 0.98 78.10 0.91 - - - - - - - - 0.91 16.00 0.97 78.10 0.91 - - --- - -- - - - -- 0.91 16.03 0.96 78.10 0.91 - - -- - - - - - 0.91 16.07 0.95 78.11 0.91 - - - -- - - - - 0.91 16.10 0.94 78.11 0.91 --- -- --- - -- --- - --- 0.91 Continues on next page... Ern.subd_basin disch. page 3 Hydrograph Discharge Table Time Inflow Elevation CIv A Civ 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 16.13 0.92 78.11 0.91 - - - - - - - - 0.91 16.17 0.91 78.11 << 0.91 --- --_ -- -_ --- --- ---- - 0.91 << 16.20 0.90 78.11 0.91 ---- ---- ---- --- -- - ---- ---- ---- 0.91 16.23 0.89 78.11 0.91 - - -- - -_ _- - - 0.91 16.27 0.88 78.11 0.91 -- - - - --- - - -- 0.91 16.30 0.87 78.11 0.91 - -- -- --- - - -- -- -- 0.91 16.33 0.86 78.10 0.91 - - - - -- -_ - - 0.91 16.37 0.86 78.10 0.91 - --- -- ----- ---- --- --- - - 0.91 16.40 0.85 78.10 0.91 -- -- ---- --- ---- ---- --- ----- 0.91 16.43 0.84 78.10 0.91 --- - --- -- -- - --_ -- 0.91 16.47 0.83 78.10 0.91 - - - - - - -- --- 0.91 16.50 0.83 78.10 0.91 -- - - -- -- --- --- -- 0.91 16.53 0.82 78.10 0.91 -- - -- -- -- --- -- --- 0.91 16.57 0.81 78.10 0.91 -- ----- ----- -- ---- ---- ----- ---- 0.91 16.60 0.81 78.10 0.91 -- ---- ----- ----- --- ---- --- --- 0.91 16.63 0.80 78.10 0.91 -- -- --- --- ----- ---- ---- ----- 0.91 16.67 0.80 78.10 0.91 - - - -- - -- -- - 0.91 16.70 0.79 78.09 0.91 -- -- ---- --- ---- ----- --- ---- 0.91 16.73 0.79 78.09 0.91 -- -- -- -- -- --- - - -- 0.91 16.77 0.78 78.09 0.91 -- --- -- - -- ---- -- --- ---- 0.91 16.80 0.78 78.09 0.91 ---- ---- ---- ---- -- ----- ---- ----- 0.91 16.83 0.77 78.09 0.91 ---- - -- - - ---- -- -- ---- 0.91 16.87 0.77 78.09 0.91 ---- - -- --- - ----- -- --- 0.91 16.90 0.76 78.09 0.91 ----- --- -- --- -- ----- -- ---- 0.91 16.93 0.75 78.08 0.91 - - - -- - -- --- - 0.91 16.97 0.75 78.08 0.91 --_ _ - _- --- -_-- __-_ -_ -_ 0.91 17.00 0.74 78.08 0.91 ----- - ---- ----- --- - --- --- 0.91 17.03 0.74 78.08 0.91 -- - -- -- --- - --- - 0.91 17.07 0.73 78.08 0.91 -_ -_ _- -_ _- _ __ ____ - 0.91 17.10 0.73 78.08 0.91 -- --- -- -- --- --- ---- --- 0.91 17.13 0.72 78.07 0.91 -- -- -- - - --- -- - 0.91 17.17 0.72 78.07 0.91 -- -- - -- --- -- ---- --- 0.91 17.20 0.71 78.07 0.91 ---- -- ---- ----- ---- ---- ---- ---- 0.91 17.23 0.71 78.07 0.91 --- - - --- -- _-- -- -- 0.91 17.27 0.70 78.07 0.91 -- - -- - - ---- - -- -- 0.91 17.30 0.70 78.06 0.91 -- -- -- - -- - ---- ---- -- 0.91 17.33 0.69 78.06 0.91 --- -_ - - ---- -- -- -- 0.91 17.37 0.69 78.06 0.91 --- -- ---- --- ----- --- ---- -- 0.91 17.40 0.68 78.06 0.90 --- -- ---- --- ---- ---- --- --- 0.90 17.43 0.68 78.05 0.90 -- - -- -- - --- --- --- 0.90 17.47 0.67 78.05 0.90 - - - -- - -_ __ -- 0.90 17.50 0.67 78.05 0.90 -- - -- - - - -- --- 0.90 17.53 0.66 78.05 0.90 - - - -- - - -- - -- 0.90 17.57 0.65 78.04 0.90 0.90 17.60 0.65 78.04 0.90 -- --- --- ----- --- ---- -- -- 0.90 17.63 0.64 78.04 0.90 -- --- - - - - ----- 0.90 17.67 0.64 78.04 0.90 - - ---- - ---- -- - - 0.90 17.70 0.63 78.03 0.90 - - --- -- --- -- - -- 0.90 17.73 0.63 78.03 0.90 - - - -- - - - - 0.90 17.77 0.62 78.03 0.90 - --- -- - - -- - - 0.90 17.80 0.62 78.02 0.90 - -- _--- ----- -- -- -- - 0.90 Continues on next page... Em.subd.-basin disch_ Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.83 0.61 78.02 0.90 - - - - -- - - - 0.90 17.87 0.61 78.02 0.90 ---- -- ---- -- -- ---- ---- --- 0.90 17.90 0.60 78.02 0.90 -- ___ -_ ____ ___ __- _ __ ___ 0.90 17.93 0.60 78.01 0.90 - - - --- -- ---- -- -- 0.90 17.97 0.59 78.01 0.90 - -- -- - - -- - - 0.90 18.00 0.59 78.01 0.90 - -- -- --_ - -- --- -- 0.90 18.03 0.58 78.00 0.90 - - - - - - - -- 0.90 18.07 0.57 78.00 0.90 -- -- - -- --- --- -- -- 0.90 18.10 0.57 77.99 0.90 -- --- -- --- -- ----- ---- ----- 0.90 18.13 0.56 77.99 0.90 - -- - - - --- -- - 0.90 18.17 0.56 77.99 0.90 - -_ _- - - _-_- - -- 0.90 18.20 0.55 77.98 0.90 -- -- --- --- -- ---- - --- 0.90 18.23 0.55 77.98 0.90 - -- -- - - -- - - 0.90 18.27 0.55 77.97 0.89 -- - -- --- -- --- ---- -- 0.89 18.30 0.54 77.97 0.89 -- ---- --- -- ----- ----- ----- --- 0.89 18.33 0.54 77.97 0.89 --- - -- -- - --_- ---- ---- 0.89 18.37 0.54 77.96 0.89 - - - -_ - -- --- - 0.89 18.40 0.53 77.96 0.89 --- - -- --- - - ---- - 0.89 18.43 0.53 77.95 0.89 - --- -- -- -- --- - - 0.89 18.47 0.53 77.95 0.89 - --- - - --- -- -- --- 0.89 18.50 0.52 77.94 0.89 --- - ----- ----- ---- ---- ----- -- 0.89 18.53 0.52 77.94 0.89 - --- - --- -- -- --- -- 0.89 18.57 0.52 77.93 0.89 -- -- - - - - - --- -- 0.89 18.60 0.52 77.93 0.89 -- --- --- -- ---- --- ----- ---- 0.89 18.63 0.52 77.93 0.89 - - _- -_ - - - - 0.89 18.67 0.51 77.92 0.89 -- -- ---- -- -- --- --- - 0.89 18.70 0.51 77.92 0.89 -- ---- ----- ----- ---- ---- ---_- --- 0.89 18.73 0.51 77.91 0.89 -- --- - - -_ -_ -- -- 0.89 18.77 0.51 77.91 0.89 - -- ---- - -- --- -- -- 0.89 18.80 0.51 77.90 0.89 - --- - -- -- ---- --- -- 0.89 18.83 0.51 77.90 0.88 -- - -- - -- --- -- - 0.88 18.87 0.50 77.89 0.88 --- _-- --- -- -- --- --- -- 0.88 18.90 0.50 77.89 0.88 -- - ---- ---- ---- --- --- --- 0.88 18.93 0.50 77.88 0.88 - - ---- --- --- - - 0.88 18.97 0.50 77.88 0.88 -- - --- -- -- -- -- ----- 0.88 . 19.00 0.50 77.87 0.88 -_- -- -_ -- -- ---- -- - ---- 0.88 19.03 0.50 77.87 0.88 - - -- --- --- -- - -- 0.88 19.07 0.50 77.87 0.88 --- --- --- -- ---- -- ---- --- 0.88 19.10 0.49 77.86 0.88 ---- --- ----- ---- --- ---- --- ---- 0.88 19.13 0.49 77.86 0.88 -- - - -_ -- -- -- - 0.88 19.17 0.49 77.85 0.88 -- - -- --- -_ - - - --- 0.88 19.20 0.49 77.85 0.88 - -- - - --- -- - --- 0.88 19.23 0.49 77.84 0.88 - - - - - - - _ ___ 0.88 19.27 0.49 77.84 0.88 - -- -- - -- -- -- -- 0.88 19.30 0.48 77.83 0.88 -- - --- --- _--- --- --- -- 0.88 19.33 0.48 77.83 0.88 -- - -- - -- --- - 0.88 19.37 0.48 77.82 0.88 - - - - ---_ - - -- - 0.88 19.40 0.48 77.82 0.87 - - - - - _ - - =- 0.87 19.43 0.48 77.81 0.87 - - - - - - - - 0.87 19.47 0.48 77.81 0.87 - - - - - -__ - -- 0.87 19.50 0.47 77.80 0.87 - -- - -- - ---- - -- 0.87 Continues on next page... Em.subd.-basin disch. Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A CIv B Clv C Clv D Wr A Wr B Wr C Wr D Ell Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs efs cfs cfs efs 19.53 0.47 77.80 0.87 - - -- - --- - - -- 0.87 19.57 0.47 77.79 0.87 ---- - - --- -- --- ---- - -- 0.87 19.60 0.47 77.79 0.87 ---- ---- -- - -- ---- -- - ---- --- 0.87 19.63 0.47 77.78 0.87 - -- - - -- - -- 0.87 19.67 0.47 77.78 0.87 - - - - - - --- -- 0.87 19.70 0.47 77.77 0.87 - - -- -- - - _- -- 0.87 19.73 0.46 77.77 0.87 --- - -- - - -- - 0.87 19.77 0.46 77.76 0.87 -- --- -- ----- -- ---- --- -- 0.87 19.80 0.46 77.76 0.87 ---- ----- ---- --- ---- ----- ----- ---- 0.87 19.83 0.46 77.75 0.87 -- --- - - - -_ -- --- - 0.87 19.87 0.46 77.75 0.87 - - -- -- - -- - 0.87 19.90 0.46 77.74 0.87 --- - -- --- ---- -- --- -- 0.87 19.93 0.45 77.74 0.86 -- - --- --- ----- -- -- -- 0.86 19.97 0.45 77.73 0.86 --- ---- ----- ----- ----- ---- ---- ---- 0.86 20.00 0.45 77.73 0.86 _--- --- --- ---- ---- --- - -- --- 0.86 20.03 0.45 77.72 0.86 - --- -- --- ---- ---- -- --- 0.86 20.07 0.45 77.72 0.86 -- -- -- - - -- -- -- -- 0.86 20.10 0.45 77.71 0.86 -- -- --- ---- --- --- --- -- 0.86 20.13 0.44 77.71 0.86 ---_ - -- -- -- --- -- --- 0.86 20.17 0.44 77.70 0.86 -- - ---- ---- ---- - --- ---- 0.86 20.20 0.44 77.70 0.86 --- --- ----- ---- ---- --- ----- --- 0.86 20.23 0.44 77.69 0.86 -_ -_ - _- ____ ___ -__ __- 0.86 20.27 0.44 77.69 0.86 -- -- - --- ---- --- ---- - 0.86 20.30 0.44 77.68 0.86 _-- -- --- ---- ----- ---- ----- ----- 0.86 20.33 0.44 77.68 0.86 --- -- -- -- - - - - 0.86 20.37 0.43 77.67 0.86 --- --- -- --- --- -- -- ---- 0.86 20.40 0.43 77.67 0.86 --- ---- --- ---- ----- ----- ----- ----- 0.86 20.43 0.43 77.66 0.85 -- -- - -_-- -- --- -- -- 0.85 20.47 0.43 77.66 0.85 ----- - - --- -- --- - --- 0.85 20.50 0.43 77.65 0.85 -- -- -- ---- -_-- --- --- - 0.85 20.53 0.43 77.65 0.85 -- --- - ---- -- --- --- - --- 0.85 20.57 0.42 77.64 0.85 -- -- -- ---- ----- ---- ---- ----- 0.85 20.60 0.42 77.64 0.85 ---- -- ---- ---- --- ----- ---- --- 0.85 20.63 0.42 77.63 0.85 - -- -- --- -- ---- -- -- 0.85 20.67 0.42 77.63 0.85 --- -- -- --- -- --- --- 0.85 20.70 0.42 77.62 0.85 --- ---- -- -- - -- _--- -- 0.85 20.73 0.42 77.62 0.85 --- - -- - -- --- - - - 0.85 20.77 0.41 77.61 0.85 -- --- --- -- --- ---- -- ----- 0.85 20.80 0.41 77.61 0.85 --- -- --- --- ---- ---- --- --- 0.85 20.83 0.41 77.60 0.85 -- - -- - --- ___ __-_ ____ 0.85 20.87 0.41 77.60 0.85 - - --- - -- -- - -- 0.85 20.90 0.41 77.59 0.84 - - - ---- -- -- - -_ - - 0.84 20.93 0.41 77.59 0.84 - - - - - --- _- - 0.84 20.97 0.40 77.58 0.84 - -- -- -- --- ---- -- - 0.84 21.00 0.40 77.57 0.84 -- -- -- - --- ---- --- ---- 0.84 21.03 0.40 77.57 0.84 - - - - - -- - -- 0.84 21.07 0.40 77.56 0.84 - - - -- - - - 0_84 21.10 0.40 77.56 0.84 -- - - -- - - - -- - 0.84 21.13 0.40 77.55 0.84 --- -- - - - -- - - 0_84. 21.17 0.39 77.55 0.84 -- - - - -- ---- -_ _ _ 0.84 21.20 0.39 77.54 0.84 - _-- - -- -- ---- _- -- 0.84 Continues on next page... Em.subd.-basin disch. Page 6 Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D Ell Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 21.23 0.39 77.54 0.84 - --- - - - - - - 0.84 21.27 0.39 77.53 0.84 ---- ---- --- --- ---- --- - --- 0.84 21.30 0.39 77.53 0.84 -- --- - -- -- ---- ---- --- ---- 0.84 21.33 0.39 77.52 0.84 - -- -- -- - - -- -- 0.84 21.37 0.38 77.52 0.83 - -- - --- -- - - - 0.83 21.40 0.38 77.51 0.83 - - -- -- - -- --- - 0.83 21.43 0.38 77.50 0.83 --- -- - - - - - 0.83 21.47 0.38 77.50 0.83 -- -- -- -- -- -- - --- 0.83 21.50 0.38 77.49 0.83 --- ---- -- --- ---- --- --- --- 0.83 21.53 0.38 77.49 0.83 - - - - - -- - -- 0.83 21.57 0.38 77.48 0.83 - -- - -- - - -- -- - - 0.83 21.60 0.37 77.48 0.83 -- --- -- -- - - -- - 0.83 21.63 0.37 77.47 0.83 -- -- - - - --- --- - 0.83 21.67 0.37 77.47 0.83 - - -- -- -- --- ----- ----- ----- 0.83 21.70 0.37 77.46 0.83 ---- - ---- --- --- -- -- ---- ----- 0.83 21.73 0.37 77.45 0.83 - -- - - - --- ----- --- 0.83 21.77 0.37 77.45 0.83 -_ -- - -- - - -- - 0.83 21.80 0.36 77.44 0.82 -- -- -- -- -- --- - --- 0.82 21.83 0.36 77.44 0.82 ---- --- - - - --_ - - 0.82 21.87 0.36 77.43 0.82 -- -- - --- -- -- -- --- 0.82 21.90 0.36 77.43 0.82 - ----- ---- ---- ---- ---- ----- ----- 0.82 21.93 0.36 77.42 0.82 --- -- - - - - - - -- 0.82 21.97 0.36 77.42 0.82 - -- - --- --- ---- - - -- 0.82 22.00 0.35 77.41 0.82 -- -- --- - --- -- -- --- 0.82 ...End Hydrograph Report Page I Hydraflow"rographs by Intelisohe Hyd. No. 3 Em. subd.-basin disch. Hydrograph type = Reservoir Peak discharge = 1.02 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = Church St. Pond Max. Elevation = 79.01 ft Max. Storage = 57,038 cult Storage Indication method used_ Outflow hydrograph volume=72,426 cult Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B Clv C CIv D Wr A Wr B Wr C Wr D EAI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs efs cfs cfs 13.03 3.89 78.14 0.92 - --- - - ---- -- ---- -- 0.92 13.07 3.68 78.17 0.92 - -- -- -- --- --- - - 0.92 13.10 3.49 78.20 0.92 ---- ----- ----- ----- ---- ---- ---- ---- 0.92 13.13 3.33 78.23 0.93 - - - - -- - - - 0.93 13.17 3.20 78.25 0.93 ---- --- -- -- -- ---- -- ----- 0.93 13.20 3.09 78.28 0.93 ----- -- --- ----- --- ---- --- ---- 0.93 13.23 2.99 78.30 0.93 -- --- -- -- --- - - -- --- 0.93 13.27 2.91 78.32 0.94 --_ -- -- - --- --- -- -- 0.94 13.30 2.84 78.34 0.94 --- --- ---- ---- --- ---- --- ----- 0.94 13.33 2.77 78.36 0.94 - --_ -_ - _- ___ __ -_ 0_94 13.37 2.71 78.38 0.94 --- --- ---- -- ---- ---- --- --- 0.94 13.40 2.65 78.40 0.95 -- -- ----- --- ----- ----- ---- ---- 0.95 13.43 2.60 78.42 0.95 - -- -- - - - - -- 0.95 13.47 2.55 78.43 0.95 --- -- --- ----- - --- -- - 0.95 13.50 2.51 78.45 0.95 -- --_ ---- _--- ---- ---- ----- -- 0.95 13.53 2.47 78.47 0.95 - -- - -- - - - - --- 0.95 13.57 2.44 78.48 0.96 - -- -- -- ---- -- --- ----- 0.96 13.60 2.40 78.50 0.96 --- -_-- ---- -- ----- ---- ---- -_- 0.96 13.63 2.37 78.51 0.96 - -- --- - --- -- --- -- 0.96 13.67 2.34 78.53 0.96 - - -- -- -- - -- --- 0.96 13.70 2.31. 78.54 0.96 ---- --- --- ---- ---- --- --- ---- 0.96 13.73 2.29 78.56 0.97 -- - -- - _- _- - -- - 0.97 13.77 226 78.57 0.97 --- -- --- ---- ----- --- ----- --- 0.97 13.80 2.23 78.58 0.97 ---- ---- _--- ---- ----- - -- ---- ---- 0.97 13.83 2.21 78.60 0.97 - -- _-- --- -- ---- -- -- 0.97 13.87 2.18 78.61 0.97 - - -- - - - - - 0.97 13.90 2.15 78.62 0.97 - --- -- ---- - --- -- -- 0.97 13.93 2.13 7&63 0.97 --- - ___ __ _ -- _ ___ 0_97 13.97 2.10 78.65 0.98 -- --- -- --- ---- --- -- -- 0.98 14.00 2.07 78.66 0.98 -- - - ---- _-- - _- -- 0.98 14.03 2.05 78.67 0.98 - - - -- -- - _- - 0.98 14.07 2.02 78.68 0.98 - - --- - - - - - - 0.98 14.10 1.99 78.69 0.98 -- ---- - _- -_ _- ___ 0.98 14.13 1.97 78.70 0.98 - - -- - -- - - - - 0.98 14.17 1.94 78.71 0.98 ---- ---- -- - -- -- - --_- - 0.98 14.20 1.91 78.72 0.98 - --- --- -- -- --- ---- --- 0.98 14.23 1.89 78.73 0.99 - - - - - - - -- 0.99 14.27 1.87 78.74 0.99 ---- -- -- - ----- -- ---- -- 0.99 Continues on next page... Em.subd.-basin disch. Page 2 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 14.30 1.85 78.75 0.99 - - - - - - - - 0.99 14.33 1.82 78.76 0.99 -- - - -- - --- ---- ---- - 0.99 14.37 1.81 78.77 0.99 -- -- ---- --- -- ---- --- -- 0.99 14.40 1.79 78.78 0.99 - - - - -- -- - 0.99 14.43 1.77 78.79 0.99 -- ---- -_ _ - _ _ _ _ _ 0.99 14.47 1.75 78.79 0.99 -- -- -- --- - -- --- --- 0.99 14.50 1.74 78.80 0.99 - - - - - - - - 0.99 14.53 1.72 78.81 0.99 - - - -- -- --- -- --- 0.99 14.57 1.71 78.82 1.00 --- --- -- --- --- ---- --- -- 1.00 14.60 1.69 78.82 1.00 --- - - -- -- -- -- 1.00 14.63 1.68 78.83 1.00 - - - - - - -- 1.00 14.67 1.66 78.84 1.00 -- -- --- --- --- ---- --- 1.00 14.70 1.65 78.85 1.00 - -- - --- - - -- - 1.00 14.73 1.64 78.85 1.00 -- - - -- -- --- ----- -- 1.00 14.77 1.62 78.86 1.00 - - -_ -- ---- ---- ---- ----- -- 1.00 14.80 1.61 78.87 1.00 - - - --- --- -- ----- -- 1.00 14.83 1.60 78.87 1.00 -- -- -- - -- - - -- --- 1.00 14.87 1.58 78.88 1.00 -- -- - -- ---- -- -- - - 1.00 14.90 1.57 78.88 1.00 - -- - - - - --- -- - 1.00 14.93 1.56 78.89 1.00 - - --- --- ----- --- -- ---- 1.00 14.97 1.54 78.90 1.00 -- ---- ---- --- ---- ----- ----- ---- 1.00 15.00 1.53 78.90 1.01 - -- ---- -- -- --- ---- -- 1.01 15.03 1.52 78.91 1.01 ---- - --- -- ---- --- -- -- 1.01 15.07 1.50 78.91 1.01 -- --- ---- ---- --- ---- --- -- 1.01 15.10 1.49 78.92 1.01 - - - ---- - - - --- 1.01 15.13 1.48 78.92 1.01 - -- --- ---- --- ----- --- - -- 1.01 15.17 1.46 78.93 1.01 ---- ---- ---- ----- ----- ---- ---- - 1.01 15.20 1.45 78.93 1.01 - -- -- --- ---- ---- -- - 1.01 15.23 1.44 78.94 1.01 -- ---- ---- - - - - --- --- -- 1.01 15.27 1.42 78.94 1.01 - --- --- --- --- -_-- --- -_ 1.01 15.30 1.41 78.95 1.01 -- - - --- --- --- -_- - 1.01 15.33 1.40 78.95 1.01 - -_ - _- -- ----- --- ---- 1.01 15.37 1.38 78.95 1.01 --- -- ---- ----- ---- ----- ---- -- 1.01 15.40 1.37 78.96 1.01 -- --- -- --- - -- - -- --- -- 1.01 15.43 1.36 78.96 1.01 -- - -_-- ---- ---- --- ---- ---- 1.01 15.47 1.34 78.97 1.01 _- -_ _ -- -- ___ -- ____ _-- 1.01 15.50 1.33 78.97 1.01 -- - -- _- --- --- - -- 1.01 15.53 1.32 78.97 1.01 --- -- -- ---- --- --- --- --- 1.01 15.57 1.30 78.97 1.01 ---- - -- ---- ----- --- --- ---- 1.01 15.60 1.29 78.98 1.01 - _- - -- -- -- ---- ----- - 1.01 15.63 1.27 78.98 1.01 --- -- - -- - -- - - 1.01 15.67 1.26 78.98 1.01 --- - -- -- -- -- -- -- 1.01 15.70 1.25 78.99 1.01 -- - - - -- - - - 1.01 15.73 1.23 78.99 1.01 -- - - -- - - -- - --- 1.01 15.77 1.22 78.99 1.02 -- __- _ _ _ _ __ ___ __- _- 1.02 15.80 1.21 78.99 1.02 -- - - - - - -- 1.02 15.83 1.19 78.99 1.02 - - -- -- -- - - --- - 1.02 15.87 1.18 79.00 1.02 - - -- - - -- -- ---- 1.02 15.90 1.16 79.00 1.02 - - - - -- - - - 1.02 15.93 1.15 79.00 1.02 -- ---- - - - -- -- -- 1.02 15.97 1.14 79.00 1.02 -- --- - - - ----- - -- 1.02 Continues on next page... Em_subd.-basin disch. Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Ell Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.00 1.12 79.00 1.02 - - - - - - - - 1.02 16.03 1.11 79.00 1.02 - - - - ---- --- -- --- 1.02 16.07 1.10 79.00 1.02 - - - - - ---- -- ----- 1.02 16.10 1.08 79.00 1.02 - ---- - -- - -- - -- 1.02 16.13 1.07 79.00 1.02 - - - - - -- - - --- 1.02 16.17 1.06 79.01 1.02 -- -- - - --- - -- - 1.02 16.20 1.04 79.01 1.02 - - - -- - - - - 1.02 16.23 1.03 79.01 1.02 -- ---- ---- ---- ---- -- -- ---- 1.02 1627 1.02 79.01 << 1.02 -- -- ---- ---- -- -- --- -- 1.02 << 16.30 1.01 79.01 1.02 - - --- - - --- -- --- -- 1.02 16.33 1.00 79.01 1.02 - - - -- -- - - - 1.02 16.37 0.99 79.01 1.02 --- --- --- --- ---- --- ---- --- 1.02 16.40 0.98 79.01 1.02 - - - --- - -- - - 1.02 16.43 0.97 79.00 1.02 - --- - -- -- --- - --- 1.02 16.47 0.96 79.00 1.02 --- ----- --- --- -- --- ---- -- 1.02 16.50 0.95 79.00 1.02 - -- --- -- --- --- --- ---- 1.02 16.53 0.95 79.00 1.02 - - - -- -- - -- -- -- 1.02 16.57 0.94 79.00 1.02 -- ----- - --- -- -- - --- 1.02 16.60 0.93 79.00 1.02 -- - -- - - -- - -- - 1.02 16.63 0.93 79.00 1.02 ---- ---- --- ----- ---- --- -- -- 1.02 16.67 0.92 79.00 1.02 --- - ---- --- ---- ----- ---- --- 1.02 16.70 0.91 79.00 1.02 --- --- -__ -_ _- ___ ____ __- 1.02 16.73 0.91 79.00 1.02 -- -- --- -- --_ - --- - 1.02 16.77 0.90 79.00 1.02 ---- --- --- ---- --- -- --- --- 1.02 16.80 0.90 79.00 1.02 - -- - - -- - - 1.02 16.83 0.89 78.99 1.02 -_- _ _ _- ___ -__ __-_ _____ __- 1.02 16.87 0.88 78.99 1.02 --- ---- ---- ---- ----- ----- ---- ---- 1.02 16.90 0.88 78.99 1.02 -- - -- -- -- ----- -- ---- 1.02 16.93 0.87 78.99 1.01 --- - --- ---- ---- --- --- ---- 1.01 16.97 0.87 78.99 1.01 --- - - -- ---- --- ---- ---- -- 1.01 17.00 0.86 78.99 1.01 ----- -- -- - - -- - - 1.01 17.03 0.85 78.98 1.01 -- ---- --- ---- --- - --- --- ---- 1.01 17.07 0.85 78.98 1.01 ----- --- ----- -- - --- ----- --- - ---- 1.01 17.10 0.84 78.98 1.01 -- -- --- -- - -- -- --- 1.01 17.13 0.83 78.98 1.01 --- -- --- - ---- ----- -- ---- 1.01 17.17 0.83 78.98 1.01 ---- -- ----- - -- ---- -- --- 1.01 17.20 0.82 78.98 1.01 -- - -- --- - - -- -- 1.01 17.23 0.82 78.97 1.01 --- - --- ---- ----- ----- --- - --- 1.01 17.27 0.81 78.97 1.01 ---- -- -- --- -- ----- ---- --- 1.01 17.30 0.80 78.97 1.01 -- - - --- -- -- --- -- 1.01 17.33 0.80 78.97 1.01 - -- -- -- -- ---- --- -- - - 1.01 17.37 0.79 78.96 1.01 -- -- -- --- -- --- - -- 1.01 17.40 0.79 78.96 1.01 - - - - - --- - -- 1.01 17.43 0.78 78.96 1.01 -- -- - -- -- ---- --- --- 1.01 17.47 0.77 78.96 1.01 -- -_- --- ---- --- ---- - -- 1.01 17.50 0.77 78.95 1.01 -- -- - -- _- _-_ -_ ___ 1.01 17.53 0.76 78.95 1.01 - - -_ - - --- ---- -- 1.01 17.57 0.76 78.95 1.01 1.01 17.60 0.75 78.95 1.01 - ----- - --- - -- - - 1.01 17.63 0.74 78.94 1.01 -- --- -- ---- -- -- - - 1.01 17.67 0.74 78.94 1.01 -- -- ____ _- - __ _ -- 1.01 Continues on next page... Em.subd_-basin disch. Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B CIv 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 17.70 0.73 78.94 1.01 - - - - - - -- - 1.01 17.73 0.72 78.94 1.01 ---- --- --- --- ---- ----- ----- ---- 1.01 17.77 0.72 78.93 1.01 ----- -- - - ---- --- ---- -- ---- 1.01 17.80 0.71 78.93 1.01 --- -- - -- --- -- -- -- 1.01 17.83 0.71 78.93 1.01 - - -- --- -- - -- - 1.01 17.87 0.70 78.92 1.01 - --- - --- -- -- --- 1.01 17.90 0.69 78.92 1.01 - -- - - --- - - -- -- 1.01 17.93 0.69 78.92 1.01 --- -- -- -- -- --- -- -- 1.01 17.97 0.68 78.91 1.01 - - ---- ---- ---- ---- -- ----- ---- 1.01 18.00 0.67 78.91 1.01 - -- -- -- -- - -- -- 1.01 18.03 0.67 78.91 1.01 - - -- -- - -- - 1.01 18.07 0.66 78.90 1.01 -- --- ---- -- --- -- --- --- 1.01 18.10 0.66 78.90 1.00 - - -- - -- -- -- - 1.00 18.13 0.65 78.89 1.00 -- --- -- --- ---- --- -- ---- 1.00 18.17 0.64 78.89 1.00 ----- ----- ----- ----- ---- ----- ---- ----- 1.00 18.20 0.64 78.89 1.00 -- --- --- - --- --- ---- --- 1.00 18.23 0.63 78.88 1.00 - - -- - -- - - - -- 1.00 18.27 0.63 78.88 1.00 ---- ---- -- -- --- --- -- -- 1.00 18.30 0.62 78.88 1.00 - - --- -- -- -- --- -- 1.00 18.33 0.62 78.87 1.00 ----- ---- - --- ---- - - --- --- 1.00 18.37 0.62 78.87 1.00 ---- ----- ----- --- ---- ----- ----- --- 1.00 18.40 0.61 78.86 1.00 -- --- --- --- -- -- ---- - 1.00 18.43 0.61 78.86 1.00 -- -- --- - - -_ --- -- 1.00 18.47 0.61 78.85 1.00 ---- -- --- -- ---- --- -- --- 1.00 18.50 0.60 78.85 1.00 - - - - - - -- - 1.00 18.53 0.60 78.85 1.00 -- _- --- -- - ---- ---- -- -- 1.00 18.57 0.60 78.84 1.00 --- --- ----- ---- ----- ----- ----- ---- 1.00 18.60 0.60 78.84 1.00 ----- -- --- -- -- --- ---- ---- 1.00 18.63 0.59 78.83 1.00 -- --- ---- --- -- --- --- -- 1.00 18.67 0.59 78.83 1.00 --- ----- --- --- ---- --- ----- -- 1.00 18.70 0.59 78.83 1.00 ---- - --- --- -- --- -- - 1.00 18.73 0.59 78.82 1.00 -- --- ----- -- --_- ---- ----- ---_ 1.00 18.77 0.59 78.82 1.00 --- -- ----- ---- --- -- ----- ---- 1.00 18.80 0.59 78.81 0.99 -- - --- - -- -- - --- 0.99 18.83 0.58 78.81 0.99 --- --- -- ---_ -_ - ---- --- 0.99 18.87 0.58 78.80 0.99 - - - -- --- --- ---- --- 0.99 18.90 0.58 78.80 0.99 - --- - -- - -_ - - 0.99 18.93 0.58 78.79 0.99 -- -- -- -- ---- -- -- --- 0.99 18.97 0.58 78.79 0.99 --- -- -- --- ----- ---- --_ -_-- 0.99 19.00 0.57 78.79 0.99 - -_ - -- -- __- - __ 0.99 19.03 0.57 78.78 0.99 - - - -- - - - - 0.99 19.07 0.57 78.78 0.99 -- -- --- -- -- -- - - 0.99 19.10 0.57 78.77 0.99 - --- - - - -- - - 0.99 19.13 0.57 78.77 0.99 -- -- - -- --- --_ - - 0.99 19.17 0.57 78.76 0.99 -- -- -- -- - -- ----- -- - 0.99 19.20 0.56 78.76 . 0.99 - -- - - --_ - - - 0.99 19.23 0.56 78.75 0.99 - - - - - - - - -- 0.99 19.27 0.56 78.75 0.99 - - - -- - - - - 0.99 19.30 0.56 78.75 0.99 -- - ---- - --- - - - 0.99 19.33 0.56 78.74 0.99 - -- -_ ____ - - __- -__ 0.99 19.37 0.55 78.74 0.99 -- - - - - - - - 0.99 Continues on next page... Em.subd.-basin disch. Page 5 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 19.40 0.55 78.73 0.99 - - - - - - - - 0.99 19.43 0.55 78.73 0.99 -- - == - -- --- ---- ----- -- --- 0.99 19.47 0.55 78.72 0.98 -- --- ---- ---- ----- ---- ---- --- 0.98 19.50 0.55 78.72 0.98 - -- - - -- - -- -- 0.98 19.53 0.55 78.71 0.98 - - --- - -- - - - 0.98 19.57 0.54 78.71 0.98 -- -- - -- --- - -- - 0.98 19.60 0.54 78.70 0.98 - - -- - - -- - - 0.98 %63 0.54 78.70 0.98 ---- -- -- -- - ----- --- --- 0.98 19.67 0.54 78.69 0.98 -- -- ----- -- ---- --- _--- --- 0.98 19.70 0.54 78.69 0.98 --- - ---- -- --- -- --- -- 0.98 19.73 0.53 78.69 0.98 - - -- -- -- - - - 0.98 19.77 0.53 78.68 0.98 -- --- -- -- -- - --- -- 0.98 19.80 0.53 78.68 0.98 - - - - - -- - - 0.98 19.83 0.53 78.67 0.98 - ---- -- --- ----- ----- ----- 0.98 19.87 0.53 78.67 0.98 ---- ---- ---- ---- ----- ----- ---- ---- 0.98 19.90 0.52 78.66 0.98 - -- -- ---- ---- ---- --- ---- 0.98 19.93 0.52 78.66 0.98 - - - -- -- -- - - 0.98 19.97 0.52 78.65 0.98 -- -- - -- -- - -- - - 0.98 20.00 0.52 78.65 0.98 --- - - - -- --- - -- 0.98 20.03 0.52 78.64 0.98 - -- -- --- -_-- ---- --- - 0.98 20.07 0.52 78.64 0.97 ---- ---- ---- ----- ---- ---- ----- -_-- 0.97 20.10 0.51 78.63 0.97 --- --- --- -__ -- _-- __-- _-_- 0.97 20.13 0.51 78.63 0.97 -- --- --- ---- ---- --- -- -- 0.97 20.17 0.51 78.62 0.97 -- --- --_ -- - -- ----- --- --- 0.97 20.20 0.51 78.62 0.97 - -- -- --- - - - - 0.97 20.23 0.51 78.61 0.97 -- --- --- ---- --- --- - --- 0.97 20.27 0.50 78.61 0.97 ---- -- ----- ----- _--- ----- -- ---- 0.97 20.30 0.50 78.60 0.97 -- --- -- -- - ---- -- ----- 0.97 20.33 0.50 78.60 0.97 --- -- --- ---- --- ---- -- - - 0.97 20.37 0.50 78.59 0.97 --- __- --- ---- ---- ---- -- --- 0.97 20.40 0.50 78.59 0.97 -- ---- - -_ ___ _ __ _- 0.97 20.43 0.50 78.58 0.97 ---- -- -- --- ---- --- --- -- 0.97 20.47 0.49 78.58 0.97 - -- --- --- ----- ----- ---- -- ----- 0.97 20.50 0.49 78.57 0.97 - -- _- -- --- ---- -- -- 0.97 20.53 0.49 78.57 0.97 -- - -- ---- -- -- - -- 0.97 20.57 0.49 78.56 0.97 ---- -- - -- --- - -- -- ---- 0.97 20.60 0.49 78.56 0.97 --- ---- - -- - - --- -- 0.97 20.63 0.48 78.55 0.96 ---- -_ -_ _ ___ --- _-_ _-_ 0.96 20.67 0.48 78.55 0.96 --- -- ---- --- ---- --- ---- ---- 0.96 20.70 0.48 78.54 0.96 -- -- ---- - - --- ---- -- 0.96 20.73 0.48 78.54 . 0.96 -- -- -- - --- ----- -- - 0.96 20.77 0.48 78.53 0.96 -- -- -- - -_ -- -- -- 0.96 20.80 0.47 78.53 0.96 -- -- - - -- - - - 0.96 20.83 0.47 78.52 0.96 -- - --- --- -- --- --- -- 0.96 20.87 0.47 78.52 0.96 --- --- ---- -- ---- ----- ---- ----- 0.96 20.90 0.47 78.51 0.96 -- --- --- - --- _- - 0.96 20.93 0.47 78.51 0.96 - - - --- -- -- - - 0.96 20.97 0.47 78.50 0.96 -- - -- - - --- -- -- 0.96 21.00 0.46 78.50 0.96 -- - - - - -- - - 0.96 21.03 0.46 78.49 0.96 -- --- - -- -- ---- -- --- 0.96 21.07 0.46 78.49 0.96 --- --- - - -- -- -- -- - 0.96 Continues on next page... Em.subd-basin disch_ Page 6 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 21.10 0.46 78.48 0.96 - - - - -- - - - 0.96 21.13 0.46 78.47 0.96 ---- ---- ----- ---- --- -- -- 0.96 21.17 0.45 78.47 0.96 ----- -- -- ----- ---- ---- ---- -- 0.96 21.20 0.45 78.46 0.95 -- -- -- -- - - -- -- 0.95 21.23 0.45 78.46 0.95 - - -- - -- - - - 0.95 21.27 0.45 78.45 0.95 -- - - --- -- -- - - 0.95 21.30 0.45 78.45 0.95 - - - - - - - - 0.95 21.33 0.44 78.44 0.95 - -- --- --- - -- -- -- 0.95 21.37 0.44 78.44 0.95 -- -- ---- - ---- -- --- ---- 0.95 21.40 0.44 78.43 0.95 - - -- -- - - - - -- 0.95 21.43 0.44 78.43 0.95 - - - -- - - - -- 0.95 21.47 0.44 78.42 0.95 ---- -- ---- ---- - --- - -- 0.95 21.50 0.44 78.42 0.95 - - - - --- - -- - 0.95 21.53 0.43 78.41 0.95 -- - - -- -- ---- -- ----- 0.95 21.57 0.43 78.41 0.95 -- --- -- ----- ---- ----- ----- ---- 0.95 21.60 0.43 78.40 0.95 - - - --- - -- -- --- 0.95 21.63 0.43 78.39 0.95 - - - - - -- - - 0.95 21.67 0.43 78.39 0.95 - - - --- ---- --- --- _ - -- 0.95 21.70 0.42 78.38 0.94 - - - - - - - - 0.94 21.73 0.42 78.38 0.94 -- - -_ ___ _- _- ___ _- 0.94 21.77 0.42 78.37 0.94 --- ---- --- ---- ----- --- -- -- 0.94 21.80 0.42 78.37 0.94 -- - --- --- -- -- --- --- 0.94 21.83 0.42 78.36 0.94 - --- --- - - - - - 0.94 21.87 0.41 78.36 0.94 ----- --- ---- ---- --- -- -- --- 0.94 21.90 0.41 78.35 0.94 - p 94 21.93 0.41 78.34 0.94 - - ----- ---- ---- - ---- -- 0.94 21.97 0.41 78.34 0.94 ---- ----- ----- ----- ---- ----- ---- ---- 0.94 22.00 0.41 78.33 0.94 -- -- ---- --- --_ __ _ _-_ _ __ 0.94 22.03 0.41 78.33 0.94 --- - - - - - -- - - 0.94 22.07 0.42 78.32 0.94 -- ---- ----- ---- -- ---- ---- - - 0.94 22.10 0.43 78.32 0.94 -- - ----- ---- -- --- _ - 0_94 22.13 0.43 78.31 0.94 - - - - ---- ----- -- --- --- - 0.94 22.17 0.44 78.31 0.94 - --- --- --- --- --- ---- --- 0.94 22.20 0.45 78.30 0.93 ---- ---- ---- --- --- -- -- 0.93 22.23 0.46 78.30 0.93 --- -- --- ----- -- ----- ---- ----- 0.93 22.27 0.47 78.29 0.93 --- -- --- --- - --- -- - 0.93 22.30 0.48 78.29 0.93 -- -- _ _- ___ - ____ _-_ __ 0.93 22.33 0.47 78.28 0.93 ---- -- --- --- ----- -- - ---- -- 0.93 22.37 0.47 78.28 0.93 ---- ---- ---- --- --- ---- ---- -- 0.93 22.40 0.46 78.27 0.93 -- ---- - --- -- --- -- - 0.93 22.43 0.46 78.27 0.93 - - - --- -- -- - - 0.93 22.47 0.45 78.26 0.93 -- --- -- --- -- --- - - 0.93 22.50 0.45 78.26 0.93 - - - -- - - -- - 0.93 22.53 0.44 78.25 0.93 - --- -- --- -- ___ _- _- 0.93 22.57 0.44 78.25 0.93 - -- -- -- -- ---- --- -- 0.93 22.60 0.43 78.24 0.93 - -- - - 0.93 22.63 0.43 78.23 0.93 - -- -- - - - - -- 0.93 22.67 0.42 78.23 0.93 - 0.93 22.70 0.42 78.22 0.93 - - - - - - --- - 0.93 22.73 0.41 78.22 0.92 -- - -- -- - --- -- - 0.92 22.77 0.40 78.21 0.92 --- --- - - -- --- -- ---- 0.92 Continues on next page... Em.subd_basin disch. page 7 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAl Outflow (hrs) cfs It cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 22.80 0.40 78.21 0.92 - - - - - - - - 0.92 22.83 0.40 78.20 0.92 --- -- -- --- --- ---- --- - 0.92 22.87 0.39 78.20 0.92 ---- ---- ----- ---- --- ---- --- -- 0.92 22.90 0.39 78.19 0.92 -- - -- - - --- -- -- 0.92 22.93 0.39 78.19 0.92 - - - -- - - -- - 0.92 22.97 0.39 78.18 0.92 --- -- --- -- -- -- -- - 0,92 23.00 0.39 78.17 0.92 - -- - - - -- - - 0.92 23.03 0.39 78.17 0.92 - --- - -- - --- - 0.92 23.07 0.39 78.16 0.92 --- --- --- ---- ---- ----- - -- ----- 0.92 23.10 0.38 78.16 0.92 - -- -- -- --- -- -- -- 0.92 23.13 0.38 78.15 0.92 - -- - - -- _- - - 0.92 23.17 0.38 78.15 0.92 - ---- ---- --- --- ---- ----- --- 0.92 23.20 0.38 78.14 0.92 - -- - -- - -- -- - 0.92 ...End APPENDIX F Reservoir Report Page 1 Reservoir No. 4 - pond-"-03 Hydratlow 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(sgft) Incr.Storage(cuft) Total storage(cuft) 0.00 74.00 3,670 0 0 1.00 75.00 7,000 5,246 5,246 2.00 76.00 10,070 8,488 13,733 3.00 77.00 13,800 11,885 25,618 4.00 78.00 18,000 15,852 41,470 Culvert I Orifice Structures Weir Structures [A] [Bl [C] [D] [A] [B] [C] [D] Rise in = 12.0 6.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 12.0 6.0 0.0 0.0 Crest El.ft = 0.00 0.00 0.00 0.00 No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 0.00 0.00 0.00 Invert El.ft = 74.00 74.00 0.00 0.00 Weir Type = - - - - Length ft = 55.0 0.5 0.0 0.0 Multi-Stage = No No No No Slope% = 0.72 1.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif.Coeff. = 0.60 0.60 0.00 0.00 Multi-Stage = n/a Yes No No Exfiltration Rate = 3.19 in/hr/sgft Tailwater Eiev.= 0.00 ft Note:All outflows haee been analyzed under inlet and outlet control. Stage/Storage/Discharge Table Stage Storage Elevation Clv A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Exfl Total ft cult ft cis cfs cfs cis cfs cfs cis cfs cfs cfs 0.00 0 74.00 0.00 0.00 -- - - -- -- - 0.000 0.00 1.00 5,246 75.00 0.74 0.72 -- - - - - -- 0.517 1.24 2.00 13,733 76.00 1.14 1.14 - - - - - - 0.744 1.88 3.00 25,618 7T00 1.48 1.45 - - - - - - 1.019 2.47 4.00 41,470 78.00 1.75 1.71 - - - -- -- -- 1.329 3.04 APPENDIX G Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 5 Unity basinto Lakewood Hydrograph type = Reservoir Peak discharge = 1.08 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = pond-5-8-03 Max. Elevation = 74.86 ft Max. Storage = 4,492 cuft Storage Indication method used. Outflow hydrograph volume=20,339 cuft Hydrograph Discharge Table Time Inflow Elevation CIv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EA1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.33 1.85 74.81 0.63 0.62 ---- ---- ----- ----- ----- _-- 0.419 1.04 12.37 1.70 74.83 0.64 0.63 --- ___ ___ ____ ____ ___ 0.428 1.05 12.40 1.55 74.84 0.65 0.63 ----- ----- ----- ----- ----- ----- 0.435 1.07 12.43 1.39 74.85 0.65 0.64 - - -- ----- ---- -- 0.439 1.08 12.47 1.22 74.85 0.65 0.64 ---- ---- --- ----- ----- ---- 0.442 1.08 12.50 1.05 74.86<< 0.66 0.64 ----- ----- ----- ----- ----- ----- 0.443 1.08 << 12.53 0.90 74.85 0.65 0.64 ---- ---- ---- ---- ----- --- 0.441 1.08 12.57 0.79 74.85 0.65 0.64 ---- ---- ----- ----- --- ---- 0.438 1.08 12.60 0.73 74.84 0.65 0.63 ----- ----- ----- --- ----- ----- 0.435 1.07 12.63 0.70 74.83 0.64 0.63 ---- --- -- --- --- -- 0.431 1.06 12.67 0.68 74.82 0.64 0.62 ---- ---- --- --- ----- -- 0.426 1.05 12.70 0.67 74.82 0.63 0.62 ---- ---- ----- ----- ----- ----- 0.422 1.04 12.73 0.65 74.81 0.63 0.61 0.417 1.03 ...End Hydrograph Report Page Hydraflow Hydrographs by Intelisolve Hyd. No. 5 Unity basinto lakewood Hydrograph type = Reservoir Peak discharge = 1.66 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = pond-5-8-03 Max. Elevation = 75.63 ft Max. Storage = 10,575 cuft Storage Indication method used. Outflow hydrograph volume=58,875 cult 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) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.30 3.83 75.51 0.95 0.95 ---- --- ----- ---- --- ---- 0.633 1.58 12.33 3.55 75.54 0.97 0.96 ---- -- --- --- --- --- 0.640 1.60 12.37 3.25 75.57 0.98 0.98 ----- ---- ----- ----- ----- ----- 0.645 1.62 12.40 2.94 75.59 0.99 0.99 -- - - -- --- - 0.650 1.64 12.43 2.63 75.60 1.00 0.99 ---- ---- ----- --- ---- ----- 0.654 1.65 12.47 2.31 75.62 1.00 1.00 ----- ---- ----- ---- ----- ----- 0.656 1.65 12.50 2.00 75.62 1.01 1.00 --- ---- ----- ---- ---- ---- 0.658 1.66 12.53 1.81 75.63 1.01 1.00 --- -- --- - --- ---- 0.659 1.66 12.57 1.74 75.63 << 1.01 1.00 ---- --- ---- -- ----- ---- 0.659 1.66 << 12.60 1.49 75.63 1.01 1.00 -- - --- ---- ----- - 0.659 1.66 12.63 1.51 75.62 1.01 1.00 ----- ---- ____ -__ _____ _-__ 0.659 1.66 12.67 1.53 75.62 1.01 1.00 ----- ----- ---- ----- ----- -- 0.658 1.66 12.70 1.54 75.62 1.01 1.00 ---- ----- ---- --- ---- ---- 0.658 1.66 12.73 1.54 75.62 1.01 1.00 --- ---- ---- -- --- --- 0.657 1.66 12.77 1.53 75.62 1.00 1.00 ---- ---- ----- ---- ---- ---- 0.657 1.65 12.80 1.51 75.62 1.00 1.00 -- -- -- -- -- -- 0.657 1.65 12.83 1.50 75.61 1.00 1.00 ---- --- ---- -- ----- ----- 0.656 1.65 12.87 1.48 75.61 1.00 1.00 --- ---- ----- ----- ----- ---- 0.656 1.65 12.90 1.45 75.61 1.00 0.99 -- ---- --- --- ----- ----- 0.655 1.65 12.93 1.43 75.61 1.00 0.99 ---- --- -- ---- ---- ---- 0.654 1.65 12.97 1.40 75.60 0.99 0.99 ---- ----- --- ---- --- ----- 0.654 1.65 13.00 1.38 75.60 0.99 0.99 ----- --- ----- -_- -- ---- 0.653 1.64 13.03 1.35 75.60 0.99 0.99 ----- --- ----- --- ---- ----- 0.652 1.64 13.07 1.33 75.59 0.99 0.99 ---- ----- ----- ----- ---- ----- 0.651 1.64 13.10 1.33 75.59 0.99 0.99 --- ---- ---- --- - --- --- 0.650 1.64 13.13 1.32 75.58 0.98 0.98 ----- --- - -- -- ----- 0.649 1.63 13.17 1.32 75.58 0.98 0.98 -- ---- -- ---- ----- ---- 0.648 1.63 13.20 1.31 75.57 0.98 0.98 -- ---- - --- -- --- 0.647 1.63 13.23 1.31 75.57 0.98 0.98 ---- ---- -- ____ _-_ -_ 0.646 1.62 13.27 1.31 75.56 0.98 0.98 ----- ---- ----- ----- ----- ----- 0.645 1.62 13.30 1.30 75.56 0.97 0.97 ---- -- --- - -- --- 0.644 1.62 13.33 1.30 75.56 0.97 0.97 ---- -- -- --- - --- 0.643 1.61 13.37 1.29 75.55 0.97 0.97 ---- ---- ---- --- ---- ----- 0.642 1.61 13.40 1.29 75.55 0.97 0.97 - - --- -- - --- 0.641 1.61 13.43 1.28 75.54 0.97 0.96 -- ---- ---- --- ----- ---- 0.640 1.60 13.47 1.28 75.54 0.96 0.96 ----- --- ----- --- ---- ----- 0.639 1.60 13.50 1.27 75.53 0.96 0.96 -- ----- -- - -- -- 0.638 1.60 13.53 1.27 75.53 0.96 0.96 -___ _- ____ _____ _____ _-_ 0.637 1.60 Continues on next page... Unity basinto takewood Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Ell Outflow (hrs) efs ft efs cfs cfs cfs efs cfs cfs cfs cfs cfs 13.57 1.26 75.52 0.96 0.96 --- --- ---- -- -- -- 0.636 1.59 13.60 126 75.52 0.95 0.95 ----- ---- ----- ----- ---- --- 0.635 1.59 13.63 1.25 75.51 0.95 0.95 ---- ----- ----- ----- ----- ----- 0.634 1.59 13.67 1.24 75.51 0.95 0.95 --- --- ---- --- --- ---- 0.632 1.58 13.70 1.24 75.50 0.95 0.95 ---- ----- ---- --- ---- ----- 0.631 1.58 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 5 Unity basinto lakewood Hydrograph type = Reservoir Peak discharge = 1.94 cfs Storm frequency = 25 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = pond-5-8-03 Max. Elevation = 76.09 ft Max. Storage = 14,760 cuft Storage Indication method used. Outflow hydrograph volume=81,857 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.33 4.51 75.95 1.13 1.12 --- --- ----- ---- ----- ----- 0.732 1.85 12.37 4.29 75.98 1.14 1.13 - --- ---- ---- --- ----- 0.740 1.87 12.40 3.84 76.01 1.15 1.14 ---- ----- ----- ----- ----- ----- 0.747 1.89 12.43 3.56 76.03 1.16 1.15 - -- - -- ---- - 0.752 1.90 12.47 3.24 76.04 1.17 1.15 --- ---- ---- --- ---- ----- 0.756 1.91 12.50 2.88 76.06 1.17 1.16 ----- ----- ----- ----- ----- ----- 0.759 1.92 12,53 2.55 76.06 1.18 1.16 ---- --- --- ---- ---- ---- 0.761 1.92 12.57 2.32 76.07 1.18 1.16 ----- ---- --- --- ---- --- 0.763 1.93 12.60 2.21 76.07 1.18 1.16 ----- --- ----- --- ----- ---- 0.764 1.93 12.63 2.17 76.08 1.18 1.16 -- ---- -- _- - --- 0.764 1.93 12.67 2.15 76.08 1.18 1.17 --- ---- ----- ---- ----- --- 0.765 1.93 12.70 2.13 76.08 1.19 1.17 ---- ---- ----- --- ---- ----- 0.766 1.93 12.73 2.11 76.08 1.19 1.17 ---- ----- -- ----- ---- --- 0.766 1.93 12.77 2.08 76.08 1.19 1.17 --- ----- ----- ---- ----- --- 0.767 1.93 12.80 2.05 76.08 1.19 1.17 ----- ----- ----- ----- ----- ---- 0.767 1.93 12.83 2.01 76.09 1.19 1.17 --- --- -- -- -- --- 0.767 1.94 12.87 1.98 76.09 1.19 1.17 ---- ---- ---- ---- ----- ----- 0.767 1.94 12.90 1.95 76.09<< 1.19 1.17 ---- ---- ----- ----- ----- ----- 0.767 1.94<< 12.93 1.91 76.09 1.19 1.17 ----- ---- ----- ----- ----- _--- 0.767 1.94 12.97 1.87 76.09 1.19 1.17 ----- --- - -- ---- ----- ---- 0.767 1.94 13.00 1.83 76.08 1.19 1.17 ---- ---- ----- --- ----- --- 0.767 1.94 13.03 1.80 76.08 1.19 1.17 -- --- - -- -- --- 0.767 1.93 13.07 1.77 76.08 1.19 1.17 - ----- ----- --- --- ---- 0.766 1.93 13.10 1.76 76.08 1.19 1.17 ---- ---- ---- ----- ---- ---- 0.766 1.93 13.13 1.75 76.08 1.19 1.17 ---- ---- ---- ---- --- ---- 0.765 1.93 13.17 1.74 76.08 1.18 1.17 -- ----- --- --- ---- -- 0.765 1.93 13.20 1.73 76.07 1.18 1.16 -- ----- -- --- ----- ---- 0.764 1.93 13.23 1.73 76.07 1.18 1.16 -- - - ---- - --- 0.764 1.93 13.27 1.72 76.07 1.18 1.16 -- --- --- ----- ----- ---- 0.763 1.93 13.30 1.71 76.07 1.18 1.16 --_ _____ ____ -__ ____ ____ 0.763 1.93 13.33 1.70 76.07 1.18 1.16 -- --- ----- -- --- -- 0.762 1.92 13.37 1.70 76.06 1.18 1.16 -- --- ---- --- ----- ---- 0.761 1.92 13.40 1.69 76.06 1.18 1.16 --- ---- ----- - --- --- 0.761 1.92 13.43 1.68 76.06 1.17 1.16 - ---- - - - - 0.760 1.92 13.47 1.67 76.06 1.17 1.16 ---- ---- -- ---- --- --- 0.759 1.92 13.50 1.66 76.05 1.17 1.16 - ---- --- - -- ---- 0.759 1.92 13.53 1.65 76.05 1.17 1.16 - -- -- --- ---- ---- 0.758 1.91 13.57 1.64 76.05 1.17 1.16 ----- -- ----- --- --- ----- 0.757 1.91 Continues on next page... Unity basinto lakewood Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A CIv B Civ 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 13.60 1.63 76.05 1.17 1.15 - - - - - -- 0.756 1.91 13.63 1.63 76.04 1.16 1.15 =--- ----- ---- ----- ---- ----- 0.756 1.91 13.67 1.62 76.04 1.16 1.15 ----- ----- ----- ----- ----- ----- 0.755 1.91 13.70 1.61 76.04 1.16 1.15 --- ---- -- ---- --- -- 0.754 1.91 13.73 1.60 76.03 1.16 1.15 ----- --- -- ----- -- ---- 0.753 1.90 13.77 1.59 76.03 1.16 1.15 ---- ----- ---- ---- ----- ----- 0.752 1.90 13.80 1.58 76.03 1.16 1.15 -- - - ----- - ---- 0.751 1.90 13.83 1.57 76.03 1.15 1.15 ----- ----- ----- ----- ----- ---- 0.751 1.90 13.87 1.56 76.02 1.15 1.15 ---- ----- ----- ---- ----- ----- 0.750 1.90 13.90 1.55 76.02 1.15 1.15 ---- ---- --- ----- --- ---- 0.749 1.89 13.93 1.54 76.01 1.15 1.14 ----- --- -- - ----- -- -- 0.748 1.89 13.97 1.53 76.01 1.15 1.14 --- ----- ----- ---- ----- ---- 0.747 1.89 14.00 1.52 76.01 1.14 1.14 --- ----- --- -- - -- --- 0.746 1.89 14.03 1.51 76.00 1.14 1.14 ----- ----- ----- ---- ----- ----- 0.745 1.88 14.07 1.50 76.00 1.14 1.14 ----- ----- ----- ----- ----- ----- 0.744 1.88 14.10 1.50 75.99 1.14 1.14 ---- ---- ----- --- ----- -- 0.742 1.88 14.13 1.49 75.99 1.14 1.13 ---- ---- ----- --- ----- - 0.741 1.88 14.17 1.49 75.98 1.14 1.13 ----- ---- ---- ---- ----- ----- 0.740 1.87 14.20 1.48 75.98 1.14 1.13 -- - -- ---- -- --- 0.739 1.87 14.23 1.48 75.97 1.14 1.13 ---- --- ---- --- ---- ---- 0.737 1.87 14.27 1.48 75.97 1.14 1.13 ----- ----- ----- --- ----- ---- 0.736 1.86 14.30 1.47 75.96 1.13 1.12 ---- ---- --- ----- --- ---- 0.735 1.86 14.33 1.47 75.96 1.13 1.12 ----- ---- ----- --- ---- ---- 0.734 1.86 14.37 1.46 75.95 1.13 1.12 ---- ----- ----- ----- ----- ----- 0.732 1.85 14.40 1.46 75.95 1.13 1.12 -- - -- - -- - 0.731 1.85 14.43 1.45 75.94 1.13 1.12 ----- --- -- --- ----- ---- 0.730 1.85 14.47 1.45 75.93 1.13 1.12 ---- ----- ----- ----- ----- ----- 0.729 1.84 14.50 1.45 75.93 1.13 1.11 ----- ---- ----- ----- ---- --- 0.727 1.84 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 5 Unity basinto lakewood Hydrograph type = Reservoir Peak discharge = 2.14 cfs Storm frequency = 50 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = pond-5-8-03 Max. Elevation = 76.43 ft Max. Storage = 18,830 cult Storage Indication method used. Outflow hydrograph volume=102,871 cuft Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs eft 12.37 5.24 76.27 1.25 1.23 ----- ---- --- ----- ----- --- 0.818 2.05 12.40 4.84 76.30 1.27 1.24 --_ ___ ___ __ _ ___- ----- 0.827 2.07 12.43 4.41 76.33 1.27 1.25 ---- ----- ----- ----- ----- ----- 0.834 2.08 12.47 3.98 76.35 1.27 1.26 - - - -- -- --- 0.840 2.10 12.50 3.53 76.37 1.27 1.26 --- ---- ---- ---- ---- --- 0.844 2.11 12.53 3.11 76.38 1.27 1.27 ----- ---- ----- ---- ----- --- 0.848 2.11 12.57 2.82 76.39 1.27 1.27 --- --- --- ----- --- ----- 0.850 2.12 12.60 2.68 76.39 1.27 1.27 -- ---- --- ---- --- ---- 0.852 2.12 12.63 2.62 76.40 1.27 1.27 --- -- -- ---- ----- ---- 0.853 2.13 12.67 2.59 76.40 1.28 1.27 --- - - - - -- 0.854 2.13 12.70 2.56 76.41 1.28 1.28 ----- ----- --- ----- ----- ----- 0.856 2.13 12.73 2.52 76.41 1.28 1.28 --- ---- ----- ---- ----- ----- 0.857 2.13 12.77 2.49 76.41 1.28 1.28 -- - ---- --_ ___ ___ 0.858 2.14 12.80 2.45 76.42 1.29 1.28 --- ----- ---- ----- --- --- 0.859 2.14 12.83 2.41 76.42 1.29 1.28 ---- ---- ----- ---- ----- ---- 0.860 2.14 12.87 2.36 76.42 1.29 1.28 - - ---- ---- ----- -- 0.860 2.14 12.90 2.32 76.43 1.29 1.28 --- --- --- --- --- ---- 0.861 2.14 12.93 2.27 76.43 1.29 1.28 ---- --- ----- ---- ----- ---- 0.861 2.14 12.97 2.23 76.43 1.29 1.28 - --- --- -- - ----- 0.862 2.14 13.00 2.18 76.43 1.29 1.28 --- --- ---- ---- ---- ----- 0.862 2.14 13.03 2.13 76.43 << 1.29 1.28 ---- ---- --- --- -- ---- 0.862 2.14 << 13.07 2.10 76.43 1.29 1.28 -- - ----- ----- -- -- 0.862 2.14 13.10 2.08 76.43 1.29 1.28 --- -- --- ----- ---- ----- 0.861 2.14 13.13 2.07 76.43 1.29 1.28 ----- ---- ----- ----- ---- ----- 0.861 2.14 13.17 2.06 76.43 1.29 1.28 -- --- --- --- ---- ----- 0.861 2.14 13.20 2.05 76.43 1.29 1.28 -- ---- ---- --- ---- ---- 0.861 2.14 13.23 2.04 76.42 1.29 1.28 --- ____ -_- ----- _____ ____ 0.861 2.14 13.27 2.03 76.42 1.29 1.28 ---- - _- - ----- ----- 0.860 2.14 13.30 2.02 76.42 1.29 1.28 ----- ---- ---- ---- -- -- -- 0.860 2.14 13.33 2.01 76.42 1.29 1.28 ----- ----- ---- ---- ----- ----- 0.860 2.14 13.37 2.00 76.42 1.29 1.28 ---- --- ---- ---- -- -- 0.859 2.14 13.40 1.99 76.42 1.29 1.28 - -- --- -- - ----- 0.859 2.14 13.43 1.98 76.42 1.28 1.28 ---- --- --- --- ----- ---- 0.858 2.14 13.47 1.97 76.42 1.28 1.28 -- - - --- --- ---- 0.858 2.14 13.50 1.96 76.41 1.28 1.28 ---- -- --- ---- ---- ---- 0.858 2.14 13.53 1.95 76.41 1.28 1.28 ---- ---- --- ---- ---- ----- 0.857 2.13 13.57 1.93 76.41 1.28 1.28 -- - -- --- -- --- 0.856 2.13 13.60 1.92 76.41 1.28 1.28 ---- -- ---- ----- ----- ---- 0.856 2.13 Continues on next page... Unity basinto lakewood Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv 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 13.63 1.91 76.41 1.28 128 - - - -- - - 0.855 2.13 13.67 1.90 76.40 1.28 1.27 --- --- ----- ----- ---- ---- 0.855 2.13 13.70 1.89 76.40 1.27 1.27 ----- ----- ----- ---- ----- ----- 0.854 2.13 13.73 1.88 76.40 1.27 1.27 -_ ----- -- --- ----- --- 0.853 2.13 13.77 1.86 76.40 1.27 1.27 -- ---- --- -- --- --- 0.853 2.13 13.80 1.85 76.39 1.27 1.27 --- ----- ----- ----- ---- --- 0.852 2.12 13.83 1.84 76.39 1.27 1.27 - -_ --_ ---- -- ----- 0.851 2.12 13.87 1.83 76.39 1.27 1.27 -- ----- ---- --- ----- ----- 0.850 2.12 13.90 1.82 76.38 1.27 1.27 ---- ----- ----- ----- ---- ----- 0.849 2.12 13.93 1.80 76.38 1.27 1.27 -- - ---- ---- - - - - 0.849 2.12 13.97 1.79 76.38 1.27 1.27 - --- ---- ---- --- - -- 0.848 2.11 14.00 1.78 76.37 1.27 1.27 ---- ----- ----- --- ----- ----- 0.847 2.11 14.03 1.77 76.37 1.27 1.26 - -- --- - -- - 0.846 2.11 14.07 1.76 76.37 1.27 1.26 - ----- ---- ---- ----- ---- 0.845 2.11 14.10 1.75 76.36 127 1.26 --- ----- ---- ----- ----- ----- 0.844 2.11 14.13 1.75 76.36 1.27 1.26 ---- --- ----- --- ----- ---- 0.843 2.10 14.17 1.74 76.36 1.27 1.26 ---- --- ---- ---- -- _- 0.842 2.10 14.20 1.74 76.35 1.27 1.26 ---- ---- ----- ---- ----- ----- 0.841 2.10 14.23 1.73 76.35 1.27 1.26 - ---- -- -- - - 0.840 2.10 14.27 1.73 76.35 1.27 1.26 --- ---- --- ---- --- ----- 0.839 2.09 14.30 1.72 76.34 1.27 1.25 ----- ---- ---- ----- ---- ----- 0.838 2.09 14.33 1.71 76.34 1.27 1.25 ---- ---- ---- ---- ---- ---- 0.837 2.09 14.37 1.71 76.33 1.27 1.25 -- ----- --- ---- ---- ---- 0.836 2.09 14.40 1.70 76.33 1.27 1.25 ---- ----- ----- ---- ----- ----- 0.835 2.09 14.43 1.70 76.33 1.27 1.25 -- - - - -- - 0.834 2.08 14.47 1.69 76.32 1.27 1.25 -- ---- --- --- --- --- 0.833 2.08 14.50 1.69 76.32 1.27 1.25 ----- ----- ----- ---- ----- ----- 0.832 2.08 14.53 1.68 76.32 1.27 1.25 --- ---- ---- ----- ---- ----- 0.830 2.08 14.57 1.68 76.31 1.27 1.24 -- --- --- ---- --- ---- 0.829 2.07 14.60 1.67 76.31 1.27 1.24 ---- ---- ----- ----- ---- ----- 0.828 2.07 14.63 1.66 76.30 1.27 1.24 - - - -- -- -- 0.827 2.07 14.67 1.66 76.30 1.27 1.24 -- - -- ---- --- --- ---- 0.826 2.07 14.70 1.65 76.29 1.26 1.24 ---- ----- ----- ----- ----- ----- 0.825 2.06 14.73 1.65 76.29 1.26 1.24 -- ____ ____ ____ -__ 0.824 2.06 14.77 1.64 76.29 1.26 1.24 --- - ----- ----- ----- ---- 0.823 2.06 14.80 1.64 76.28 1.26 1.23 -- ---- ----- ----- ---- --- 0.821 2.06 14.83 1.63 76.28 1.25 1.23 -- ----- -- ---- ----- ----- 0.820 2.05 14.87 1.62 76.27 1.25 1.23 -- ---- ---- ----- ---- -- 0.819 2.05 14.90 1.62 76.27 1.25 1.23 ----- --- ----- ----- ---- ----- 0.818 2.05 14.93 1.61 76.27 1.25 1.23 ---- -- ----- ---- ---- -- 0.817 2.05 14.97 1.60 76.26 1.24 1.23 --- --- ----- --- --- - -- 0.815 2.04 15.00 1.60 76.26 1.24 1.23 ---- ----- ----- ---- ----- ----- 0.814 2.04 15.03 1.59 76.25 1.24 1.22 - - - - -- - 0.813 2.04 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisohre Hyd. No. 5 Unity basinto lakewood Hydrograph type = Reservoir Peak discharge = 2.35 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = pond-5-8-03 Max. Elevation = 76.78 ft Max. Storage = 23,062 cuft Storage Indication method used. Outflow hydrograph volume=124,497 cuft Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B Clv C Clv D Wr A Wr B Wr C Wr D EA1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.40 5.69 76.61 1.34 1.34 ----- ----- --- ----- ---- ---- 0.911 2.25 12.43 5.17 76.64 1.37 1.35 --- ---- ---- -- -- --- 0.920 2.27 12.47 4.65 76.67 1.39 1.36 -- ---- ----- ----- --- - ---- 0.927 2.28 12.50 4.12 76.69 1.40 1.36 -- ---- --- --- ---- -- 0.933 2.29 12.53 3.63 76.70 1.41 1.37 ---- ---- ----- ----- ---- ----- 0.938 2.30 12.57 3.29 76.72 1.41 1.37 ----- ---- ____ _____ ____ ----- 0.941 2.31 12.60 3.11 76.73 1.41 1.37 ---- ----- ----- ---- ----- ---- 0.943 2.32 12.63 3.04 76.73 1.41 1.37 ---- ---- ---- ----- --- --- 0.945 2.32 12.67 3.00 76.74 1.41 1.38 ---- ----- ----- ---- ----- ---- 0.947 2.32 12.70 2.96 76.75 1.41 1.38 ---- ---- ----- ---- ----- ---- 0.949 2.33 12.73 2.91 76.75 1.41 1.38 ----- ----- ---- ----- ---- ---- 0.951 2.33 12.77 2.86 76.76 1.41 1.38 ---- ---- ----- - ---- -- 0.952 2.34 12.80 2.82 76.76 1.41 1.38 --- ----- ----- ----- ---- -- 0.954 2.34 12.83 2.77 76.77 1.41 1.39 --- -- ---- --- ---- ---- 0.955 2.34 12.87 2.71 76.77 1.41 1.39 ---- ----- ----- ---- ----- --- 0.956 2.34 12.90 2.66 76.78 1.41 1.39 ----- -- --- ---- ---- -- 0.957 2.35 12.93 2.61 76.78 1.41 1.39 ---- ---- ----- ----- --- ---- 0.958 2.35 12.97 2.55 76.78 1.41 1.39 ----- ----- ---- --__ ____ ___ 0.959 2.35 13.00 2.50 76.78 1.41 1.39 ----- ---- ----- --- ----- ---- 0.959 2.35 13.03 2.45 76.78 1.41 1.39 ---- --- --- --- ----- --- 0.959 2.35 13.07 2.41 76.78 1.41 1.39 -- _____ ____ ___ ____ ____ 0.960 2.35 13.10 2.38 76.78 1.41 1.39 --- -- ----- ---- --- -- 0.960 2.35 13.13 2.37 76.78 1.41 1.39 ----- ----- ----- -_-- ----- ---- 0,960 2.35 13.17 2.36 76.78 << 1.41 1.39 ----- ____ ___ ____ _--- ----- 0.960 2.35 << 13.20 2.34 76.78 1.41 1.39 --- ---- ---- --- ---- ---- 0.960 2.35 13.23 2.33 76.78 1.41 1.39 -- -- -- ----- ---- ---- 0.960 2.35 13.27 2.32 76.78 1.41 1.39 --- ----- ----- ____ __- -_ 0.960 2.35 13.30 2.31 76.78 1.41 1.39 ----- ---- -- -- -- --- 0.960 2.35 13.33 2.29 76.78 1.41 1.39 ---- ---- ---- ---- -- ---- 0.959 2.35 13.37 2.28 76.78 1.41 1.39 ----- --- ---- --- ---- ----- 0.959 2.35 13.40 2.27 76.78 1.41 1.39 --- --- ----- ----- -- ---- 0.959 2.35 13.43 2.26 76.78 1.41 1.39 -- -- -- -- --- ---- 0.959 2.35 13.47 2.24 76.78 1.41 1.39 --- - ---- ----- --- ----- 0.959 2.35 13.50 2.23 76.78 1.41 1.39 --- - ----- --- --- -- 0.958 2.35 13.53 2.22 76.78 1.41 1.39 ----- -- ----- ----- ----- ---- 0.958 2.35 13.57 2.20 76.78 1.41 1.39 -- --- --- ----- ----- --- 0,957 2.35 13.60 2.19 76.77 1.41 1.39 ----- ---- -- ---- ---- -- 0.957 2.35 13.63 2.17 76.77 1.41 1.39 -- -- ----_ ____ _-_ ___ 0.957 2.34 Continues on next page... Unity basinto 1*ewood Page 2 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 cfs cfs 13.67 2.16 76.77 1.41 1.39 -- - ---- --- - -- 0.956 2.34 13.70 2.15 76.77 1.41 1.39 ---- ----- ----- ----- ---- ----- 0.956 2.34 13.73 2.13 76.77 1.41 1.39 ----- ----- ----- ----- ----- ----- 0.955 2.34 13.77 2.12 76.77 1.41 1.39 ---- -- ---- ---- ----- ----- 0.954 2.34 13.80 2.10 76.76 1.41 1.38 -- ---- ---- -- ---- ---- 0.954 2.34 13.83 2.09 76.76 1.41 1.38 -- ---- -- ---- ---- ---- 0.953 2.34 13.87 2.08 76.76 1.41 1.38 - --- - -- ---- ---- 0.952 2.34 13.90 2.06 76.76 1.41 1.38 ---- --- ---- ---- --- ----- 0.952 2.33 13.93 2.05 76.75 1.41 1.38 ----- ----- ----- ----- ----- ----- 0.951 2.33 13.97 2.03 76.75 1.41 1.38 ---- ----- ----- --- ---- --- 0.950 2.33 14.00 2.02 76.75 1.41 1.38 --- ----- ---- -- --- -- - 0.949 2.33 14.03 2.00 76.74 1.41 1.38 ----- ---- ----- ____ ____ ____ 0.948 2.33 14.07 1.99 76.74 1.41 1.38 ----- -- __- -- -- -- 0.947 2.32 14.10 1.98 76.74 1.41 1.38 ----- ----- ----- --- ----- ----- 0.946 2.32 14.13 1.98 76.73 1.41 1.38 ---- --- - -- --- ---- --- 0.946 2.32 14.17 1.97 76.73 1.41 1.37 --- --- ----- ---- ----- -- -- 0.945 2.32 14.20 1.97 76.73 1.41 1.37 _---- --- ----- --- --- ---- 0.944 2.32 14.23 1.96 76.72 1.41 1.37 -- ----- --- ----- ---- --- 0.943 2.31 14.27 1.95 76.72 1.41 1.37 -- ---- - -_- - --- 0.942 2.31 14.30 1.95 76.72 1.41 1.37 --- ----- ---- ----- ---- ---- 0.941 2.31 14.33 1.94 76.71 1.41 1.37 --- --- ---- _-_- _____ 0.940 2.31 14.37 1.93 76.71 1.41 1.37 ---- ---- _--- --- ---- ----- 0.939 2.31 14.40 1.93 76.70 1.41 1.37 ---- --- ---- ----- ---- --- 0.938 2.30 14.43 1.92 76.70 1.41 1.36 ---- ----- ---- ----- ---- ----- 0.936 2.30 14.47 1.91 76.70 1.41 1.36 --- --- --- --- --- - 0.935 2.30 14.50 1.91 76.69 1.40 1.36 ---- ____ ____ ___ _-_ __-_ 0.934 2.30 14.53 1.90 76.69 1.40 1.36 ---- _-_ ____ __- __-_ ----- 0.933 2.29 14.57 1.89 76.68 1.40 1.36 ---- --- ----- --- ----- ---- 0.932 2.29 14.60 1.89 76.68 1.39 1.36 --- --- --- --- ---- ----- 0.931 2.29 14.63 1.88 76.68 1.39 1.36 --_ _-_ ___ _-_ ___ ____ 0.930 2.29 14.67 1.87 76.67 1.39 1.36 --- --- -- -- -- ----- 0.929 2.29 14.70 1.87 76.67 1.39 1.36 ---- -- ---- ---- ---- --- 0.928 2.28 14.73 1.86 76.66 1.38 1.35 ---- _-_ ____ _____ ____ ____ 0.926 2.28 14.77 1.85 76.66 1.38 1.35 ----- ---- ----- ---- --- ----- 0.925 2.28 14.80 1.85 76.66 1.38 1.35 ----- ----- --- -- ---- ---- 0.924 2.28 14.83 1.84 76.65 1.37 1.35 --- --_ ____ __- ___ _____ 0.923 2.27 14.87 1.83 76.65 1.37 1.35 - -- ---- -- -- - 0.922 2.27 14.90 1.82 76.64 1.37 1.35 ----- ---- ----- ----- ----- --- 0.920 2.27 14.93 1.82 76.64 1.36 1.35 --- -- ----- ----- --- ---- 0.919 2.27 14.97 1.81 76.63 1.36 1.35 ----- ---- ---- ----- --- ---- 0.918 2.26 15.00 1.80 76.63 1.36 1.35 ---- -- ----- -- --- ---- 0.917 2.26 15.03 1.80 76.62 1.35 1.34 ---- -- ---- --- --- -- 0.915 2.26 15.07 1.79 76.62 1.35 1.34 -- ----- - -- --- ---- 0.914 2.26 15.10 1.78 76.61 1.35 1.34 ---- ----- --- ----- --- ----- 0.913 2.25 15.13 1.78 76.61 1.34 1.34 --_ -_ ___ ____ ____ -__ 0.911 2.25 15.17 1.77 76.60 1.34 1.34 ----- -- ----- --- ---- --- 0.910 2.25 15.20 1.76 76.60 1.34 1.34 -- -- --- --- - -- 0.909 2.25 15.23 1.75 76.59 1.34 1.34 - --- --- --- ---- -- 0.907 2.24 15.27 1.75 76.59 1.34 1.33 ----- - - ----- -- -- 0.906 2.24 15.30 1.74 76.58 1.34 1.33 ----- --- --- --- --- ---- 0.905 2.24 15.33 1.73 76.58 1.34 1.33 ----- -__ __- ____ -___ --_ 0.903 2.23 Continues on next page... APPENDIX H Hydrograph Summary Report Page, 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) (cuft) (ft) (cult) 1 SCS Runoff 3.49 2 744 20,320 -- — Emerald sub(Church St.)storm 2 SCS Runoff 4.52 2 724 14,072 — Unity Church-site isolated 3 Reservoir 0.20 2 1100 6,276 1 74.29 15,766 Em.sub d.-basin disch. 4 Combine 4.52 2 724 20,348 2,3 Unity Storm+Emerald Discharge 5 Reservoir 1.08 2 750 20,339 4 74.86 4,492 Unity basinto lakewood rPrOj- file: 1930-SUB.gpw Return Period: 2 yr Run date: 09-10-2004 Hydrallow Hydrographs by Intelisolve Hydrograph Summary Report Pagel Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage description (origin) (cis) (min) (min) (cult) (ft) (cuft) 1 SCS Runoff 8.29 2 742 44,581 — — Emerald sub(Church St.)storm 2 SCS Runoff 9.47 2 724 28,407 — — Unity Church-site isolated 3 Reservoir 0.61 2 970 30,497 1 76.08 27,927 Em.subd.-basin disch. 4 Combine 9.47 2 724 58,904 2,3 — Unity Storm+Emerald Discharge 5 Reservoir 1.66 2 754 58,875 4 75.63 10,575 Unity basinto lakewood Proj. file: 1930-SUB.gpw Return Period: 10 yr Run date: 09-10-2004 Hydraflow Hydrographs by Intelisohe Hydrograph Summary Report Pagel Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph No. type now interval peak hyd(s) elevation storage description (origin) (efs) (min) (min) (tuft) (ft) (cuft) 1 SCS Runoff 11.17 2 740 59,244 — — Emerald sub(Church St.)storm 2 SCS Runoff 12.32 2 724 36,798 — Unity Church-site isolated 3 Reservoir 0.79 2 968 45,113 1 77.17 37,401 Em.subd.-basin disch. 4 Combine 12.32 2 724 81,910 2,3 Unity Storm+Emerald Discharge 5 Reservoir 1.94 2 774 81,857 4 76.09 14,760 Unity basinto lakewood Proj. file: 1930-SUB.gpw Return Period: 25 yr Run date: 09-10-2004 Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report Pagel 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) (cult) (ft) (cult) 1 SCS Runoff 13.83 2 740 72,751 — — — Emerald sub(Church St.)storm 2 SCS Runoff 14.87 2 724 44,420 — Unity Church-site isolated 3 Reservoir 0.91 2 970 58,547 1 78.11 46,829 Em.subd:basin disch. 4 Combine 14.87 2 724 102,967 2,3 — Unity Storm+Emerald Discharge 5 Reservoir 2.14 2 782 102,871 4 76.43 18,830 Unity basinto lakewood Proj. file: 1930-SUB.gpw Return Period: 50 yr Run date: 09-10-2004 Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report Pagel Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage description (origin) (cis) (min) (min) (cult) (ft) (cuft) i SCS Runoff 16.57 2 740 86,756 — - -- Emerald sub(Church St.)storm 2 SCS Runoff 17.47 2 724 52,246 — Unity Church-site isolated 3 Reservoir 1.02 2 976 72,426 1 79.01 57,038 Em.subd-basin disch. 4 Combine 17.47 2 724 124,672 2,3 Unity Storm+Emerald Discharge 5 Reservoir 2.35 2 790 124,497 4 76.78 23,062 Unity basinto lakewood Proj. file: 1930-SUB.gpw Return Period: 100 yr Run date: 09-10-2004 Hydraflow Hydrographs by Intelisolve