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07-28P Jays Landscaping (2)
TOWN OF SOUTH WINDSOR PLANNING& ZONING COMMISSION APPLICATION FORM Application No: RECEIVED Official Receipt Date: E� Receipt No: APPLICANT: Jay's Landscaping,LLC MAY 112007 PROJECT NAME: JAY'S LANDSCAPING SOUTH WINDSOR PLANNING DEPT. ADDRESS: 1280 Main Street, South Windsor, CT 06074 OWNER OF RECORD ON LAND RECORDS: Jay's Landscaping, LLC ADDRESS: 1280 Main Street, South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: 473 Sullivan Avenue ASSESSOR'S MAP#110 PARCEL#14 ZONE I NAME, ADDRESS, TEL&FAX#OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Karen Isherwood, PE, Design Professionals,InG� ✓an a South Windsor, CT 06074 Tel. (860)291-8755, Fax(860)291-8757 `Pf /� b�" THIS APPLICATION IS FOR: (Check all that apply): F- Zone Change to (Public Hearing required and Certified letter to abutters required) f- Subdivision/Resubdivision r Open Space Subdivision(Public Hearing Required) ]" Subdivision F Minor f- Major (- Resubdivision(Public Hearing Required) f- Minor r Major r Conditional Approval 1- Special Exception to Article (Public Hearing,Certified letter to abutters required W Site Plan of Development • General Plan ofDevelopment • Earth F (Sec. 15)and/or Earth Removal(Sec. 14-Public Hearing Required) f Regulation Amendment: F- Zoning r Subdivision (Attach proposed amendment) r Temporary and Conditional Permit for r- Major Home Occupation for r Other(explain in det* An Application Pending sign is required to be posted on the property for all applications ten (10)days prior to being heard by the Commission. Si a of Applicant S' of Property Owner RECEIVED P.O.Box 1167 425 SULLNAN AVENUE SOUTH WINDSOR,CT 06074 MAY 112007 PHONE 860.291.8755 FAX.8 .8757 www.designprofessionalsionalsinccom SOUTH WINDSOR PLANNING DEPT. CIVIL & TRAFFIC ENGINEERS/ PLANNERS /SURVEYORS/GIS ANALYSTS / LANDSCAPE ARCHITECTS • LETTER OF TRANSMITTAL To: Marcia Banach,Director of Planning Date.. 5/11/2007 DPI Project No. 2401 Town of South Windsor Re: Planning&Zoning Application 1540 Sullivan Avenue Jays Landsacping, LLC South Windsor,CT 06074 Sullivan Avenue South Windsor,Connecticut WE ARE SENDING YOU: ❑ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION These are transmitted as checked below: ® ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us REMARKS: Enclosed: 1 copy of the application 8 sets of drawings 2 copies of the drainage statement 2 copies of the checklist The application fee in the amount of$95.00(client check#9092) 1 • 5161 : CC: Jay's Landscaping, LLC Actdrea Momnie,Executive Coordinator i WindsorSouth Planning Department Memo To: Karen Isherwood, DPI From: Michele R. Lipe,Assistant Director of Planning Date: 5/29/2007 Re: Appl 07-28P, Jay's Landscaping Review Comments Following are review comments from the Planning Department. Please make appropriate revisions and submit seven complete sets (including landscaping and architectural elevations) to the Planning Department prior to the scheduled meeting (scheduled for July 10). Engineering comments have been sent separately. If you have any questions, please call. 1. Key map should reflect the proposal in accordance with Section 8.1.3.1. 2. Zoning Data Block a. Is phase 2 included in this request? If not, references to it should be clear. If it is a part of this request, the proposed building should be shown and the reserve parking areas addressed on the plans 3. The plant storage area should be shown on the plans 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail lipe@southwindsor.org 0 Page 1 APPENDIX G RECEIVED )JUL Oe 2op7, lI RATIONAL METHOD BASIN or AREA I Description Al Length Description Elevation Slope Tc Intensity Q STRUCTURE acres change cfs G P, ca lS , 90 P` MT 0 • 3S LAwrJ ,0`7 19 7 G 5 ,2.1 ftF V •79 3 ,35 i'ft J 0 �D1 l 2 ,3 s , LAW 1\J . $3 1 I S L � . 00 (O OIIC ID rrT , D ,3 �d . 31 Pvm g 0 2 l S 0 Z = ZS ,�S S • !o• 1, oivll engineers planner surveyors 913 esign Project:SAYS LMNaSCeM W6-Proj.No.: Z o I rofessionals, inc. Calc.by: On Date: Chkd by: Date: s D i South Windsor,CT 06074 (860)291.8755•FAX:291.8757 1� �11111 1111110 gIC ��111� 111 11 111 . 11 STA.- DQLNjtZ STA._C�- .3 OFFSET v 7 OFFSET _ STRUCTURE TYPE-- 'N P6'C 5D TOP OF ORATE ELEV. 6 '".4 g OUTLET STA.�sCOAiG F6 Z 62,15 DESIGN W.S. ELMJL 82s?S OUTLET T.W. EL. &1-2C OUTLET EL � .7u p. 3,(p 7$; 0 78�o io 0� 3.�0 1��D ,.� LENGTH )� L, `73 � LENGTH Z)S' Z�= )�9 SLOPE --.so-G to SLOPE_ 'DO(o 1 SIZE CONTROL OUTLET CONTROL HW. H+h*-LSo �; SIZE CONTROL OUTLET CONTROL HW• Hthe-LSO � n� TY!•E A W HW K� H dO TW Ao LS HW �#TYPE n HW KO H d� TW hO LS NW = D toyer + = - .01 •95 1.1$ ,S .8 LaL 3»7S 3.�s; •-] 3r45 3� 7 ,o! 95 �.1 S . S .bo 8 1.02 3A5 3,95 ,,3 2,� i (n C sTA._`VD STA. S OFFSET (� OFFSET YD STRUCTURE TYPE �E�GGB m 63.55 TOP OF ORATE ELEV. 83��� 5 D DESIGN W.S. ELEV. - $291 D on 2,S 80,55 $0,SS p• .2 ,7 � v LENGTH rl D L, "7(o.3 ' LENGTH_ Z.¢ L, �l�o�(o SLOPE S SLOPE Dos SIZE WLET OUTLET CONTROL HW• H RO-LSO - SIZE INLET ET CONTROL OUTLET CONTROL HW A H+hO •LSO TYPE e W NW K H d f ,TW = HMS + W. p s�i O a Ib LS HW TYPE n * HW KO H dO TW Z. he LS• HW D •01 115 :.49 �5 •I(0. .�5 1 Z 5 215 .55 Z.3(o 24(0 5�� -Of .7 .835 ,5 .:o �� .9 2.3(03 ald 112 12.27 Z,Z � E E__ r,-3 ------ El Qt STATION C OFFSET`.,...._ STATION--_OFFSET `T`IP�"G'�GC3 STRUCTURE TYPE H ro VIM o C. TOPOFGRATE ELEV. �^ M N Cg#z �. 83.0 Y OUTLET STA.�� DESIGN W.S.ELEV. OUTLET T.W. OUTLET EL. S Cloy?,) Q. d,9 EL. 81�2 < El. QS�— � LE N GTH�_____ SLOPE �� LENGTH -EL. EL, c 2 SLOPE_._ M •"' INLET SIZE CONTROL OUTLET CONTROL NW=N• A• - Li• INLET TYPE , 3 SIZE CONTROL OUTLET CONTROL MW •Nt Ida-l=* �l O HW KO M' do - TW ho. LS HW c= TYPE n yy .3:- i s M u o K4 H do E 7W ho LS NW ,0( •(o .!o r5: r4 r70 2022 2,oz ,23 s 1 t� STATION �OFFSET STATION,._OFFSET • C _._ STRUCTURE TYPE m TOP OFGRATE ELEV.--- —� D Y � n � fn Y -------- Of3iGN W.S. ELEV. ,Il, _ � fq54 to V m C i- q: EL..................................... AEL. EL. EL. r i Qs-- LE NGTH.__.� (A LENGTH SLOPE _.._._.` SLOPE INLET OUTLET CONTROL NW•M♦ he CONTROL J SIZE h�' 7 TROL ♦a F= ME OUTLET CONTROL NW•N♦ he-Li• g N p INLET TYRE n K� H da TW ho lS HW +a ~ ; _ —1 TYPE n Mw HW Ki H dQ TW ho LS NW. sr `� . � C . N 3 IU iA P.O.BOX 1167 'JUL 0 5 425 SULLIVAN AVENUE SOUTH WINDSOP,CT 06074 WA WINDSOR PWXNG DO. PHONE:860.291.8755 FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS /SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS LETTER OF TRANSMITTAL To: Planning&Zoning Date: 7/5/2007 DPI Project No. 2401 Re: Jay's Landscaping : WE ARE SENDING Ybt1: 0 Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION 8 7/2/2007 2401 Full sets rev' ents : These are transmitted as checked below: ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ For bids due ❑ Prints returned after loan to us REMARKS: : : SI CC: : Coyly CERTIFIED MAIL 7006 2150 0005 7640 3824 June 26, 2007 Karen Isherwood, P.E. Design Professionals Inc. Po Box 1167 South Windsor, CT 06074 Dear Ms. Isherwood: Re: Appl #07-28P Jay's Landscaping LLC Please be advised that the Regular Meeting of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, July 10, 2007 at 7:30 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the hearing to represent the application. One sign advertising the hearing must be posted on the property for ten (10) consecutive days prior to the hearing and must be clearly visible from a town street. Please have one sign posted on 473 Sullivan Avenue by June 29, 2007. Signs can be obtained in the Planning Department. Sincerely, Maria D. Acevedo Administrative Secretary 06/06/2007 WED 16: 22 FAX 860 644 7280 South Windsor Town Hall U001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 3723 DESTINATION ADDRESS 92918757 PSWD/SUBADDRESS DESTINATION ID ST. TIME 06/06 16:21 USAGE T 00' 58 PGS. 2 RESULT OK ME ORANDUM i To: Marcia Banach, Director of Planning ' From: Jeff Doolittle, P.E.,Town Engineerj� Robert Grillo, P.E., Project Engineer PJ Date. May 17, 2007 Re: App 07-28P Ja 's Landscaping—473 Sullivan Avenue We have reviewed the proposed site plan for Jay's Landscaping, dated May 4, 2007 located at 473 Sullivan Avenue and have.the following comments: 1. The proposed contour lines, particularly elevation 84, are difficult to differentiate from the curb line and the combined property/fence lines. Different line weights and more labels would be helpful. The curb line and silt fence line should be labeled. 2. The catch basins are labeled as"ST Inlet'.which should be described in the legend. 3. A 12' by 60' rectangle between the future building and the outdoor storage yard should be described. 4. Three corners of the area with the handicap p g p parking space are shown with the same spot elevation, making the area level. A suitable slope should be shown to allow surface drainage. 5. The sidewalks adjacent to parking spaces should be shown as six feet wide to allow for vehicle overhang. 6. The depth of the turn-around area at the western end of the parking lot should be shown. 7. A construction entrance should be shown. `J MEMORANDUM To: Marcia Banach, Director of Planning From: Jeff Doolittle, P.E., Town Engineer Robert Grillo, P.E., Project Engineer Date: May 17, 2007 Re: App 07-28P Jay's Landscaping —473 Sullivan Avenue We have reviewed the proposed site plan for Jays Landscaping, dated May 4, 2007 located at 473 Sullivan Avenue and have the following comments: 1. The proposed contour lines, particularly elevation 84, are difficult to differentiate from the curb line and the combined property/fence lines. Different line weights and more labels would be helpful. The curb line and silt fence line should be labeled. 2. The catch basins are labeled as „ST Inlet which should be described in the legend. 3. A 12' by 60' rectangle between the future building and the outdoor storage yard should be described. 4. Three corners of the area with the handicap parking space are shown with the same spot elevation, making the area level. A suitable slope should be shown to allow surface drainage. 5. The sidewalks adjacent to parking spaces should be shown as six feet wide to allow for vehicle overhang. 6. The depth of the turn-around area at the western end of the parking lot should be shown. 7. A construction entrance should be shown. 8 Due to the flatness of the site, small elevation variations can affect the drainage flow. The detention basin and adjacent wetland should be shown in a 20 scale detail to better show the elevations, flow directions and treatments at the inlet and outlet. Sheet 4 should have sufficient space to add a 20 scale detail. Post-it®Fax Note 7671 Date 6 G o pages- Z To i— From J/ Co./Dept n� Co. -1 Y Phone# Phone# 1 Fax# , S Fax# i • -f 9. The detention basin inlet should be described to include features such as a flared end with an elevation and a plunge pool. The forebay should be shown with the required capacity from the drainage calculations. The high water and permanent pool elevations should be shown. The detention basin outlet should be shown and described with dimensions and elevations. 10. The Drainage report narrative should include a description of how the detention basin works during dry conditions and during the design storm. From the plan it appears that the basin and adjacent wetland will fill to about elevation 81.7 and then spill through a gap in the 82 foot contour to land south of the property, leaving the water below elevation 81.7 trapped in the impoundment. The drainage report states that there will be no exfiltration. 11. The purpose of a 6" diameter pipe adjacent to the detention basin and wetland, with 0.0% slope and below the high water elevation, should be described on the plan and explained in the drainage report. 12. Appendix G in the drainage report concerning the pipe calculations was missing and another copy of the appendix should be provided. 13. The Type "C" Catch Basin detail is missing the last four notes in the Town's standard detail. The current sanitary sewer cleanout detail should be used. 14. The WPCA will need to approve the plan, including the proposed oil-water separator, which should be designed for an H-20 loading. Please let us know if you have any questions. R 2 Marcia Banach -Jay's landscaping hydrant Pa_ From: David Mauldin To: Banach, Marcia Date: 5123/07 12:11 PM Subject: Jays landscaping hydrant Marcia, drove down Sullivan ave. by the proposed Jays Landscaping site, there is a fire hydrant diagonally across the street. We are all set there. If you have any questions, please call me. Dave Mauldin Stormwater Management Plan Jay's Landscaping, L.L.C. 473 Sullivan Avenue RECEIVED South Windsor, Connecticut MAY 112001 �ujN WIND SOR PLANNING DEPT �pa�`��F►CONf/I/Fs�����i Q• yi ` o� Q •* ���N�mutu►r►p� Prepared by Design Professionals,Inc. 425 Sullivan Avenue South Windsor, CT 06074 DPI Project No. 07-2335 May 11,2007 Table of Contents: Page# Introduction 1 Proposed Development 1 Off-Site Analysis 1 Peak Runoff control 1 Nonstructural Drainage System 1 Erosion/Sedimentation Control Systems 1 Storm-water Runoff Quality 2 Conveyance System 2 Discharge at the Natural Location 2 Maintenance and Operation 2 Topographic Contour Maps 2 Floodplain Boundaries 2 Drainage Design 2 Water Quality 4 On-Site Storm Sewer Calculations 4 Conclusions 4 Appendices Site Location Map A TR-55 Existing Conditions B TR-55 Developed Conditions C Detention/Infiltration Basin Design D Detention/Infiltration Basin Routings E Water Quality Volume Calculations F Storm Sewer Calculations G Introduction: Jay's Landscaping is proposed to occupy a proposed 6400 sf building with associated parking. The 3.48 acre parcel at 473 Sullivan Avenue,was previously developed with a building that has since been removed. Only the bituminous driveway remains. Appendix A contains a site location map. Proposed Development: The proposed development of the site includes the construction of a single 24' wide paved access drive, a 6400 sf building and parking for 23 vehicles. There will also be a large gravel area which will facilitate the stocking of landscaping material/nursery stock farther back to the rear of the property. The gravel driveway continues southerly to the rear of the property where bins will be provided for additional storage of landscaping material for the business. The Storm drainage system proposed for the development includes the installation of storm-sewers and the construction a water quality detention basin. The drainage will be routed through the water quality detention basin and discharge to the existing wetlands located on the site. Off-Site Analysis: The site is very flat with undulating topography that provides low areas. A small area at the north-west corner of the property drains overland to an existing yard drain that drains into the existing piped storm drainage system within Sullivan Avenue.Another small area at the south-east property corner discharges off-site to the south-east entering an existing small brook that becomes Bancroft Brook. Peak Runoff Control:The intent of the design is to provide sufficient detention to provide post development peak discharges for the 2-100 year storm events at or below existing peak discharges. Nonstructural Drainage Systems: The site will make use of a number of nonstructural measures to help control the runoff on the site,and help treat the runoff. The most important measure is the Water Quality Detention basin that has been designed to treat the runoff prior to discharge. Erosion/Sedimentation Control Systems:An extensive erosion/sedimentation control plan has been developed as part of the site design. These measures include the following: 1. Installation of silt fence down-slope of disturbed areas. 2. Installation of silt fence around stockpiled materials. 3. Installation of haybales around catch basins. 4. Use of temporary sediment basins during construction. 5. Seeding and mulching disturbed areas as soon as practical during construction. 6. Installation of construction entrance pad and sweeping of roadways as needed. 7. Maintenance of the above measures. Stormwater Runoff Quality: A number of water quality measures have been integrated into the site design to provide for treatment of the stormwater runoff from the site. These include the sump areas within the catch basin structures and the detention basin that will treat the runoff from the site prior to discharge. Conveyance System: The on-site conveyance system consists of a piped stormwater system. The piped drainage system hase been designed to accommodate the runoff from a 10 Yr design storm. Discharge at the Natural Location: The majority of the site presently drains to the small wetland area located along the southern boundary,and will continue to under developed conditions. Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water Systems and detention basins. 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. Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and/or debris. The riprap shall be re-shaped and replenished as required. Catch Basins: The Catch Basins shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping: The pavement areas shall be swept at a minimum of once per year, in the spring shortly after the end of the snow season. Water Quality Detention Basin: The water quality basin shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the basin shall be removed. The riprap shall be re-arranged and added to as required to maintain the design as per the design plans. Any erosion or other problems that may affect the proper operation of the water quality basin shall be repaired promptly. Topographic Contour Maps: A Topographic contour map have been provided showing the drainage areas for the site at a scale of V=40'. The map showing the existing and developed conditions are included in the rear of this report. Floodplain Boundaries: There are no floodplain boundaries depicted on the site. 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 existing and developed conditions was developed utilizing the TR-55 computer program. The drainage piping on site was designed using the rational formula. 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 site was analyzed under existing and developed conditions using the TR-55 computer program.Under developed conditions,there will be an increase in peak runoff from the site. The TR-55 calculations are included in appendix B and C respectively and a summary of the existing and developed peak discharges(in cubic feet per second) follows: Storm Ex. Peak Q Dev. Peak Q Ex. Peak Q Offsite-YD: Offsite-YD: Offsite: Sullivan Ave. Sullivan Ave. Sullivan Ave. 2 0 (.10) 0 (.04) 0 10 0 (.28) 0 (.13) 0 25 0 (.40) 0 (.19) 0 50 1 (.51) 0 (.24) 0 100 1 (.63) 0 (.30) 1 Storm Ex.Peak Q Ex.Peak Q Dev. Peak Q Onsite Brook: Offsite Brook: Bypass Basin: (spillover) (sheet flow) (Brook) 2 0 (.05) 0 (.06) 0 (.06) 10 0 (.19) 0 (.22) 0 (.24) 25 0 (.27) 0 (.33) 0 (.34) 50 0 (.35) 0 (.42) 0 (.42) 100 0 (.49) 1 (.53) 1 (.51) Storm Ex. Peak Q Dev. Peak Q Dev. Peak Q Onsite: Wetlands Onsite: Wetlands Detention Basin 2 0 (0.4) 1 (1.1) 3 (3.4) 10 1 (1.5) 2 (2.5) 5 (5.5) 25 2 (2.3) 3 (3.3) 7 (6.6) 50 3 (2.9) 4 (4.1) 8 (7.7) 100 3 (3.7) 4 (4.9) 9 (8.7) Note: Discharges are in cubic feet per second (cfs). Discharges in parentheses were calculated to a greater precision using the TR-55 analyses provided in the appendix. In order to mitigate for the increase in peak flows, a detention basin is proposed. The basins have been designed to provide sufficient detention to provide post-developed peak flows at or below existing conditions from the site for the 2-100 year storm events. The proposed detention basin was modeled using the Hydrograph Hydroflow computer program. The basin design is included in appendix D. The Routing of the storm flows under developed conditions for the 2-100 year storm events were prepared, and are included in appendix E. The results are summarized below: Storm Ex. Peak Q Dev. Peak Q Total Ex. Peak Q Total Dev. Peak Q Disch. From WL: Disch. From WL: to Bancroft Brook to Bancroft Brook (Hyd#2) (Hyd# 13) (Hyd# 5) (Hyd# 15) 2 0 0 0.06 0.05 10 0 0 0.24 0.23 25 0.01 0 0.36 0.34 50 0.18 0.18 0.48 0.45 100 0.42 0.41 0.60 0.56 Note: Discharges are in cubic feet per second(cfs). As can be seen from the detention basin design,the discharge for the 2-100 year storm events is less than or equal to the existing peak discharge to the existing wetland. Water Quality: A number of measures have been integrated into the site design to address water quality issues from the development of the site. The most significant design measure is the detention basins. The detention basins have been designed as water quality basins. The water quality functions of the basin will be accomplished through the design of the basin to function as a "Micropool Extended Detention Pond" as specified in the 2004 Connecticut Stormwater Quality Manual. There will be a permanent volume of water within the basin equal to a minimum of 20% of the water quality volume, and extended detention for the remaining 80% maximum of the water quality volume. The calculations for the water quality volume are included in appendix F. On-Site Storm Sewer Calculations: The storm sewer calculations for the storm piping within the proposed development are included in appendix G. The storm sewer has been designed for a 10-year design storm utilizing the rational formula. Conclusions: The on-site stormwater system with the associated water quality detention basins will mitigate any potential water quality and quantity impacts from the development of the site. APPENDIX A PLUM LANE MEADOW LANE �°' TICPEAR IREE NKiN TO NVER 4py �'1n! RW 871rt1 SPY a'on�r AW aR,G,r 4 L o > AV omw AW 'Off AMC- AWMAW 19 _ Fl1CN u f� LANE n r mow, °'ate PROJECT SITE wePvier+ PC1gpAW 19 c now db DESIGN PROFESSIONALS, INC. LOCATION MAP APPENDIX B RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (OFF-SITE YD/SULLIVAN AVE. ) ------------------------------------------------------------------------------- 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% - .24 (61) - - Impervious Areas Paved parking lots, roofs, driveways - .03 (98) - - Total Area (by Hydrologic Soil Group) .27 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: .27 Acres WEIGHTED CURVE NUMBER: 65* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (OFF-SITE YD/SULLIVAN AVE. ) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 130 .01 E 0.266 Time of Concentration = 0.27* --- 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 : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (OFF-SITE YD/SULLIVAN AVE. ) Data: Drainage Area .27 * Acres Runoff Curve Number 65 * Time of Concentration: 0.27 * Hours Rainfall Type III Pond and Swamp Area NONE 1 Storm Number 1 1 1 2 ► 3 1 4 1 5 1 ----------------------1------1------1------1------1------1 Frequency (yrs) 1 2 1 10 1 25 1 50 1 100 1 I I I I I I I 1 24-Hr Rainfall (in) 1 3.2 1 4.7 1 5.5 ( 6.2 1 6.9 1 I I I I I I I I Ia/P Ratio 1 0.34 1 0.23 10.20 1 0.17 1 0.16 1 I I I I I I I Runoff (in) 1 0.60 1 1.46 11.99 1 2.50 ► 3.03 1 I I I I I I I 1 Unit Peak Discharge 10.639 10.731 10.750 10.763 10.774 1 1 (cfs/acre/in) I I I I I I I 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 1----------------------I------1------1 ------1------1------1 1 Peak Discharge (cfs) 1 0 1 0 1 0 1 1 1 1 1 * - Value(s) provided from TR-55 system routines RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (OFFSITE-SULLIVAN) ------------------------------------------------------------------------------- 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% - .13 (61) - - Impervious Areas Paved parking lots, roofs, driveways - .03 (98) - - Total Area (by Hydrologic Soil Group) .16 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: .16 Acres WEIGHTED CURVE NUMBER: 68* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (OFFSITE-SULLIVAN) ------------------------------------------------------------------------------- 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 50 .027 E 0.083 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 < 20s 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 : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (OFFSITE-SULLIVAN) Data: Drainage Area .16 * Acres Runoff Curve Number 68 * 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 1----------------------1------I------ 1------ I------{------1 I Frequency (yrs) I 2 1 10 I 25 { 50 1 100 I I I I I I I 1 24-Hr Rainfall (in) { 3.2 { 4.7 1 5.5 1 6.2 1 6.9 1 f I I I I I I Ia/P Ratio 10.29 1 0.20 10.17 1 0.15 1 0.14 1 I I I I I I I I Runoff (in) 10.73 1 1.67 { 2.24 { 2.78 1 3.33 1 { I I I { I I I Unit Peak Discharge 10.985 11.027 11.040 11.049 11.056 1 1 (cfs/acre/in) I I I I I I I I I I I I I { Pond and Swamp Factor{ 1.00 ► 1.00 1 1.00 1 1.00 1 1.00 1 I 0.0% Ponds Used I I I I I I 1----------------------1------I------1------I------1------1 1 Peak Discharge (cfs) I 0 1 0 1 0 1 0 1 1 1 * - Value(s) provided from TR-55 system routines RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (ON-SITE-BROOK) ----------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- OTHER AGRICULTURAL LANDS Woods fair - .18 (60) - - Total Area (by Hydrologic Soil Group) .18 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: .18 Acres WEIGHTED CURVE NUMBER: 60* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (ON-SITE-BROOK) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 10 .14 H 0.026 Sheet 20 .03 H 0.084 Time of Concentration = 0.11* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural * - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (ON-SITE-BROOK) Data: Drainage Area .18 * Acres Runoff Curve Number 60 * Time of Concentration: 0.11 * Hours Rainfall Type III Pond and Swamp Area NONE IStorm Number=============1 2 3 4 = 5=== I 1----------------------1------1------1------1------1------1 Frequency (yrs) 1 2 1 10 1 25 1 50 1 100 1 I I I I I I I 1 24-Hr Rainfall (in) ( 3.2 1 4.7 1 5.5 1 6.2 ► 6.9 1 I I I I I I I Ia/P Ratio 1 0.42 1 0.28 1 0.24 i 0.22 1 0.19 1 I I I I I I I Runoff (in) 1 0.41 1 1.13 ► 1. 60 1 2.05 1 2.53 1 I I I i I I I Unit Peak Discharge 10.647 10.919 10.941 10.955 10.967 1 1 (cfs/acre/in) I I I I I I I 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 1 0.0% Ponds Used I I I I I I 1 ----------------------1------1------1------1------1------1 1 Peak Discharge (cfs) 1 0 1 0 1 0 1 0 1 0 1 ----------------------------------------------------------- ----------------------------------------------------------- * - Value(s) provided from TR-55 system routines RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (OFF-SITE BROOK) ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- OTHER AGRICULTURAL LANDS Woods fair - .23 (60) - - Total Area (by Hydrologic Soil Group) .23 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: .23 Acres WEIGHTED CURVE NUMBER: 60* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (OFF-SITE BROOK) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 30 .02 H 0.137 Time of Concentration = 0.14* --- 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 : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (OFF-SITE BROOK) Data: Drainage Area .23 * Acres Runoff Curve Number 60 * Time of Concentration: 0.14 * Hours Rainfall Type III Pond and Swamp Area NONE ----------------------------------------------------------- Storm Number I 1 1 2 1 3 1 4 1 5 1 1 ----------------------I------1------1------1------1------1 Frequency (yrs) 1 2 I 10 1 25 I 50 1 100 1 I I I I I I I 124-Hr Rainfall (in) I 3.2 I 4.7 I 5.5 I 6.2 I 6.9 1 I I I I I I I Ia/P Ratio 1 0.42 1 0.28 1 0.24 1 0.22 1 0.19 1 I I I I I I I Runoff (in) i 0.41 1 1.13 11.60 1 2.05 1 2.53 I I I I I I I I 1 Unit Peak Discharge 10.610 10.862 10.885 10.901 10.913 1 1 (cfs/acre/in) I 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 1 1.00 1 1.00 1 1 0.0% Ponds Used I I I I I I 1 ----------------------1------1------1------1------1------1 1 Peak Discharge (cfs) 1 0 1 0 1 0 1 0 1 1 1 ----------------------------------------------------------- ----------------------------------------------------------- * - Value(s) provided from TR-55 system routines RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (ONSITE-WETLANDS) --------------------------------------------------------------------------®_-s_ 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 > 750 - .32 (61) - - Impervious Areas Paved parking lots, roofs, driveways - .05 (98) - - OTHER AGRICULTURAL LANDS Woods fair - 2.22 (60) .05(73) - Total Area (by Hydrologic Soil Group) 2.59 .05 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: 2.64 Acres WEIGHTED CURVE NUMBER: 61* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (ONSITE-WETLANDS) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 150 .013 E 0.268 Sheet 150 .007 E 0.344 Shallow Concent'd 150 .007 U 0.031 Shallow Concent'd 50 .04 U 0.004 Time of Concentration = 0.65* --- 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 : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING DRAINAGE CONDITIONS (ONSITE-WETLANDS) Data: Drainage Area 2.64 * Acres Runoff Curve Number 61 * Time of Concentration: 0.65 * Hours Rainfall Type III Pond and Swamp Area .054 Acres 2.0 % of Drainage Area I Storm Number I 1 I 2 I 3 I 4 I 5 1 ----------------------I------I------I------I------I------I Frequency (yrs) I 2 I 10 I 25 I 50 I 100 I I I I I I I I 124-Hr Rainfall (in) I 3.2 I 4.7 I 5.5 I 6.2 I 6.9 I I I I I I I I I Ia/P Ratio 10.40 10.27 10.23 10.21 10.19 I I I I I I I I I Runoff (in) 10.44 11.19 11. 68 12.14 12.63 I I I I I I I I I Unit Peak Discharge 10.384 10.493 10.511 10.524 10.533 1 I (cfs/acre/in) I I I I I I I I I I I I I I Pond and Swamp Factorl 0.87 1 0.87 1 0.87 1 0.87 1 0.87 1 1.0% Ponds Used I I I I I I ----------------------I------I------I------I------I------I Peak Discharge (cfs) I 0 ( 1 I 2 I 3 I 3 1 * - Value(s) provided from TR-55 system routines APPENDIX C RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (OFFSITE-YD SULLIVAN) ------------------------------------------------------------------------------- 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% - .13(61) - - Total Area (by Hydrologic Soil Group) .13 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: .13 Acres WEIGHTED CURVE NUMBER: 61* * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (OFFSITE-YD SULLIVAN) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 100 .02 E 0.163 Time of Concentration = 0.16* --- 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 J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (OFFSITE-YD SULLIVAN) Data: Drainage Area .13 * Acres Runoff Curve Number 61 * Time of Concentration: 0.16 * Hours Rainfall Type III Pond and Swamp Area NONE Storm Number 1 1 1 2 1 3 1 4 1 5 1 1----------------------l------I------I------I------y------I Frequency (yrs) 1 2 1 10 1 25 1 50 1 100 1 I I I I I I I 1 24-Hr Rainfall (in) 1 3.2 1 4.7 1 5.5 1 6.2 1 6.9 1 I I I I I I I Ia/P Ratio 1 0.40 1 0.27 1 0.23 1 0.21 i 0.19 1 I I I I I I I Runoff (in) 1 0.44 1 1.19 1 1. 68 1 2.14 12.63 I I I I I I I Unit Peak Discharge 10.634 10.836 10.859 10.874 10.887 1 1 (cfs/acre/in) I I I I I I I I ! I l ! I 1 Pond and Swamp Factorl 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 1 0.0% Ponds Used I I I I I I 1----------------------1------1------1------1------1 ------1 1 Peak Discharge (cfs) 1 0 1 0 1 0 1 0 1 0 1 * - Value(s) provided from TR-55 system routines RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (BYPASS BASIN-BROOK) ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- OTHER AGRICULTURAL LANDS Woods fair - .18 (60) - - Total Area (by Hydrologic Soil Group) .18 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: .18 Acres WEIGHTED CURVE NUMBER: 60* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (BYPASS BASIN-BROOK) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 10 .10 E 0.014 Time of Concentration = 0.01* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 o 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 : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (BYPASS BASIN-BROOK) Data: Drainage Area .18 * Acres Runoff Curve Number 60 * Time of Concentration: 0.01 * Hours Rainfall Type III Pond and Swamp Area NONE 1 Storm Number 1 1 1 2 ( 3 1 4 1 5 1 1----------------------1------1------I------1------ 1------1 Frequency (yrs) 1 2 1 10 1 25 1 50 1 100 1 I I I I I I I 1 24-Hr Rainfall (in) 1 3.2 1 4.7 1 5.5 1 6.2 1 6.9 1 I I I I I I I Ia/P Ratio 1 0.42 1 0.28 1 0.24 1 0.22 1 0.19 1 I I I I I I I Runoff (in) ( 0.41 1 1.13 11.60 ( 2.05 1 2.53 1 I I I I I I I Unit Peak Discharge 10.863 11.201 11.167 11.144 11.126 1 1 (cfs/acre/in) I I I I I I I I I I I I I 1 Pond and Swamp Factorl 1.00 ► 1.00 1 1.00 1 1.00 1 1.00 1 I 0.0% Ponds Used I I I I I I 1----------------------1------1------1------1------1------1 1 Peak Discharge (cfs) 1 0 1 0 1 0 1 0 1 1 1 ----------------------------------------------------------- ----------------------------------------------------------- * - Value(s) provided from TR-55 system routines RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (ONSITE-WETLANDS) ------------------------------------------------------------------------------- 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% - .526(61) - - Impervious Areas Paved parking lots, roofs, driveways - .10 (98) - - Streets and roads Gravel (w/ right-of-way) - .30 (85) - - OTHER AGRICULTURAL LANDS Woods fair - 0.30 (60) .054 (73) - Total Area (by Hydrologic Soil Group) 1.22 .054 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: 1.28 Acres WEIGHTED CURVE NUMBER: 70* * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (ONSITE-WETLANDS) ------------------------------------------------------------------------------- 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 60 .015 A 0.015 Sheet 150 .020 A 0.028 Shallow Concent'd 110 .005 U 0.027 Shallow Concent'd 50 .04 U 0.004 Time of Concentration = 0.07* --- 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 : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (ONSITE-WETLANDS) Data: Drainage Area 1.28 * Acres Runoff Curve Number 70 * Time of Concentration: 0.07 * Hours Rainfall Type III Pond and Swamp Area .054 Acres 4.2 % of Drainage Area I Storm Number 1 1 1 2 1 3 1 4 1 5 1 1----------------------1------1------1------1------1------1 Frequency (yrs) 1 2 1 10 1 25 I 50 1 100 1 f I I I I I I 1 24-Hr Rainfall (in) 1 3.2 1 4.7 1 5.5 1 6.2 1 6.9 1 I I I I I I I I Ia/P Ratio 1 0.27 1 0.18 1 0.16 10.14 10.12 1 I I I I i I I I Runoff (in) 1 0.83 1 1.82 1 2.41 1 2.96 13.54 1 I I I I I I I I Unit Peak Discharge 11.024 11.058 11.069 11.076 11.082 1 I (cfs/acre/in) I I I I I I I I I I I i I 1 Pond and Swamp Factorl 0.87 1 0.87 1 0.87 1 0.87 1 0.87 1 I 1.0% Ponds Used I I I I I I 1----------------------1------1------1------1------1------I 1 Peak Discharge (cfs) I 1 1 2 1 3 1 4 1 4 1 ----------------------------------------------------------- ----------------------------------------------------------- * - Value(s) provided from TR-55 system routines RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (ONSITE-DETENTION BASIN) Subarea : 4 ------------------------------------------------------------------------------- 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% - .38 (61) - - Impervious Areas Paved parking lots, roofs, driveways - 1.57 (98) - - Total Area (by Hydrologic Soil Group) 1.95 ------------------------------------------------------------------------------- SUBAREA: 4 TOTAL DRAINAGE AREA: 1.95 Acres WEIGHTED CURVE NUMBER: 91* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (ONSITE-DETENTION BASIN) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 150 .013 A 0.033 Sheet 100 .005 E 0.284 Shallow Concent'd 50 .04 U 0.004 Time of Concentration = 0.32* --- 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 : J.MURTHA 473 SULLIVAN AVENUE User: KMI Date: 05-10-07 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED DRAINAGE CONDITIONS (ONSITE-DETENTION BASIN) Data: Drainage Area 1.95 * Acres Runoff Curve Number 91 * Time of Concentration: 0.32 * Hours Rainfall Type III Pond and Swamp Area NONE ----------------------------------------------------------- Storm Number I 1 1 2 1 3 1 4 1 5 1 1----------------------1------1------1------1------1------1 Frequency (yrs) 1 2 1 10 1 25 1 50 1 100 1 I I I I I I I 1 24-Hr Rainfall (in) 1 3.2 1 4.7 1 5.5 1 6.2 1 6.9 1 I I I I I I I I Ia/P Ratio 1 0.06 1 0.04 1 0.04 1 0.03 1 0.03 1 I I I I I I I Used 1 0.10 1 0.10 1 0.10 1 0.10 1 0.10 1 I I I I I I I I Runoff (in) 1 2.26 1 3.69 1 4.47 1 5.15 1 5.84 1 I I I I I I I Unit Peak Discharge 10.762 10.762 10.762 10.762 10.762 1 1 (cfs/acre/in) I I I I I I I 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 1----------------------1------1------1------1------1------1 1 Peak Discharge (cfs) I 3 1 5 1 7 1 8 1 9 1 ----------------------------------------------------------- * - Value(s) provided from TR-55 system routines APPENDIX D Reservoir Report Page 1 Reservoir No. 1 - EX WL ON SITE Hydraflow Hydrographs by Intelisolve Pond Data Pond storage is based on known,contour areas.Average end area method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 78.00 393 0 0 1.00 79.00 812 603 603 1.25 79.25 995 226 828 1.50 79.50 1,525 315 1,143 1.75 79.75 2,515 505 1,648 2.00 80.00 3,190 713 2,362 3.00 81.00 7,750 5,470 7,832 3.75 81.75 14,000 8,156 15,988 4.00 82.00 15,000 3,625 19,613 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [Al [B] [Cl [Dl Rise in = 0.0 0.0 0.0 0.0 Crest Lon ft = 5.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El.ft = 81.75 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir CoefE = 2.60 0.00 0.00 0.00 Invert El.ft = 0.00 0.00 0.00 0.00 Weir Type = Broad - - - Length ft = 0.0 0.0 0.0 0.0 Multi-Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N Value = .000 .000 .000 .000 Orif.Coeff. = 0.00 0.00 0.00 0.00 Multi-Stage = n/a No No No Exti tration Rate = 0.00 in/hr/sqR Tailwater Elev.= 0.00 ft We,All outflows have been analyzed under inlet and outlet control Stage/Storage/Discharge Table Stage Storage Elevation CIv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Exfil Total ft cult ft cis cis cis cis cis cis cis ds cis cis 0.00 0 78.00 - - - - 0.00 - - - - 0.00 0.10 60 78.10 - - - - 0.00 - - - - 0.00 0.20 121 78.20 - - - 0.00 - - - - 0.00 0.30 181 78.30 - - - 0.00 - - - - 0.00 0.40 241 78.40 - - - 0.00 - - - - 0.00 0.50 301 78.50 - - - - 0.00 - - - - 0.00 0.60 362 78.60 - - - - 0.00 - - - - 0.00 0.70 422 78.70 - - - - 0.00 - - - - 0.00 0.80 482 78.80 - - 0.00 - - - - 0.00 0.90 542 78.90 - - - - 0.00 - - - - 0.00 1.00 603 79.00 - - 0.00 - - - - 0.00 1.02 625 79.03 - - - - 0.00 - - - 0.00 1.05 648 79.05 - - - - 0.00 - - - - 0.00 1.08 670 79.07 - - - - 0.00 - - - - 0.00 1.10 693 79.10 - - - - 0.00 - - - - 0.00 1.13 715 79.13 - - - 0.00 - - - 0.00 1.15 738 79.15 - - - 0.00 - - - - 0.00 1.17 761 79.18 - - - - 0.00 - - - - 0.00 Continues on next page... N- SSSSOSO.SOSOOSSSOOSOSOOSSSSSSOOOOOSSSSSSSOSSSSSSSOSSSSS�N��t�S�MfMp � O C o C C C O O O O O C C C 00 C C 60 C O C o 00 C 000000000 COO 000000000 o C O C C O C C C C O C r a �'� 111IIIitIIIIIIIIIIIIIiIIiIIIIIIiIIIIiIIIIlIi ► III -I111III � lIlilil 0 3'� Iilllllililllllllllllllllllliliiililllllillilllillllllllillllil 3'� IiIIIIIIilllllllllllillllillillFillliiillllilllllllllllE `iIIIIII m 3'� iillililllllllllllllllllilillllillliilEllliilllllliillllllllll ( ggSSSSS88$$SSSSSg$SSSSSSSSSSSSSSS888888SSSSSSSSSSSSSSS8tnl,—D;9Siar°,cm2 3� 00000000000o0000000oOCO0000000000go00oOOOOOOOo0000000000o000r�r �'� Ililllllllllilllllllliliilllillilllllllilllilllliilllllllllllil V �'� IIIi1llililllllllllllllll { IIiiIIlIIIIlilll ) Iililillllillillllll m �'� illlllllllllillllliilillllliliillllliillllllllllllfillllllllll ) d ew v LM PIIIIIIiIIIIIIIII { IIlIIIlIlillllllillilliillillllllllllllli1111 d NWhnOh1COOfpp NOfOf2oilMO9iooO>M0LI0 182,00 CA 2,0029PIP fnOfCOODf&OICCI0AtA0 S020>O22C8O08 pSc�0a0CRQ p p 0-0N Mr02rpalo0-0 a000a0pC�aN0a0.arp�pra0gra0raWD)i.ra00aap A � 08eNMO , aa,�a C �6h6 »Oi �W0>ChaAA0 go �gociDccr rrrrrr P. a0 V0 W � Amy Epp Epp t��} �}Cpp p��{�pp� Ceps �p O1 f�CO CND a0000 ONE 0��000��-�NM M����K)N�aO�OO�NNM��O�OCO Ofn�S��fN���tp�e^-��hOet CO�t[S aDN� uJ �+ r r r-r r r r r r r r r r r r r r aV aV aV N N N aV M d�ef. to a0 CD I� CCI 01 O''r N M er Vn a0 CD I�f�h OD CD OD 01 0 Z O.. y OM�A t�OMO�pONO�ppN OMOI�OMtD OMOCOp NOCO 00pO 00pppCOMNOpp tpMpt��COOM pp Mtp aO N N N N M M M M of Q 1n tCJ a0 f0 l0«)I�h N CD a0 a0 CO Of 01 O)S r N M S(O/�CO Of O O r aV M M�f tp iC a0 h I�OD a0 S aD S 0>Cp O�S �(� y� r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r N aV N N N aV NN N aV fM aM aM M M M M M aM M CM CM M d)a9 CM M M M aM� W Reservoir Report Page 1 Reservoir No. 3 - BASINML Hydraflow Hydrographs by Intelisolve Pond Data Pond storage is based on known,contour areas.Average end area method used. Stage I Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuff Total storage(cuft) 0.00 78.00 6,773 0 0 1.00 79.00 8,330 7,552 7,552 1.25 79.25 8,807 2,142 9,694 1.50 79.50 9,600 2,301 _ 11,995 1.75 79.75 10,900 2,563 14,557 2.00 80.00 11,900 2,850 17,407 3.00 81.00 17,000 14,450 31,857 3.75 81.75 20,789 14,171 46,028 4.00 82.00 21,500 5,286 51,314 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D]. Rise in = 0.0 0.0 0.0 0.0 Crest Len ft = 5.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El,ft = 81.75 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coetf. = 2.60 0.00 0.00 0.00 Invert EL ft = 0.00 0.00 0.00 0.00 Weir Type = Broad - - - Length ft = 0.0 0.0 0.0 0.0 Muld stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .000 .000 .000 .000 Orif.Coeff. = 0.00 0.00 0.00 0.00 Multi-Stage = n/a No No No Exfiltration Rate = 0.00 inlhr/sgft Tailwater Elev.= 0.00 ft Note:All outflows have been analyzed under inlet and outlet control Stage 1 Storage/Discharge Table Stage Storage Elevation Clv A Civ B Civ C Clv D Wr A Wr B Wr C Wr D Extil Total ft cult ft Cfs cfs CIS Cis cis cis cis cis cis cis 0.00 0 78.00 - - - - 0.00 - - - - 0.00 1.00 7,552 79.00 - - 0.00 - - - - 0.00 1.25 9,694 79.25 - - - - 0.00 - - - - 0.00 1.50 11,995 79.50 - - - - 0.00 - - - - 0.00 1.75 14,557 79.75 - - - - 0.00 - - - - 0.00 2.00 17,407 80.00 - - - - 0.00 - - - - 0.00 3.00 31,857 81.00 - - - - 0.00 - - - 0.00 3.75 46,028 81.75 - - - - 0.00 - - - - 0.00 4.00 51,314 82.00 - - - - 1.63 - - - - 1.63 Reservoir Report Page 1 Reservoir No. 4 - LOW AREA Hydraflow Hydrographs by Intelisolve Pond Data Pond storage is based on knovwi contour areas.Average end area method used. Stage I Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuff) Total storage(cult) 0.00 82.00 135 0 0 0.20 82.20 1,600 174 174 0.40 82.40 2,000 360 534 Culvert/Orifice Structures Weir Structures [A] [B] [C] [Q] [A] [B] [C] [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len it = 2.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El.it = 82.20 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 2.60 0.00 0.00 0.00 Invert El.ft = 0.00 0.00 0.00 0.00 Weir Type = Broad - - - Length ft = 0.0 0.0 0.0 0.0 Multistage = No No No No Slope% = 0.00 0.00 0.00 0.00 N Value = .000 .000 .000 .000 Orif.Coeff. = 0.00 0.00 0.00 0.00 Multi-Stage = n/a No No No Exfiltration Rabe = 0.00 in/hr/sqft Tailwater Elev.= 0.00 it Note:All outflows have been analyzed under inlet and outlet control. Stage I Storage I Discharge Table Stage Storage Elevation Civ A Chr B CIv C Clv D Wr A Wr B Wr C Wr D Exnl Total it cult ft cis cis cis cis cis cfs ds cis cis cfs 0.00 0 82.00 - - - 0.00 - - - - 0.00 0.02 17 82.02 - - - - 0.00 - - - - 0.00 0.04 35 82.04 - - - 0.00 - - - - 0.00 0.06 52 82.06 - - -- 0.00 - - - - 0.00 0.08 69 82.08 - - - - 0.00 - - - - 0.00 0.10 87 82.10 - - - - 0.00 - - - - 0.00 0.12 104 82.12 - - - - 0.00 - - - - 0.00 0.14 121 82.14 - - - - 0.00 - - - - 0.00 0.16 139 82.16 - - - - 0.00 - - - - 0.00 0.18 156 82.18 - - - - 0.00 - - - - 0.00 0.20 174 82.20 - - - - 0.00 - - - - 0.00 0.22 210 82.22 - - - 0.01 - - - 0.01 0.24 246 82.24 - - 0.04 - - - - 0.04 0.26 282 82.26 - - - 0.08 - - - - 0.08 0.28 318 82.28 - - - 0.12 - - - 0.12 0.30 354 82.30 - - - - 0.16 - - - - 0.16 0.32 390 82.32 - - - - 0.22 - - - 0.22 0.34 426 82.34 - - - - 0.27 - - - - 0.27 Continues on next page... LOW AREA Page 2 Stage I Storage I Discharge Table Stage Storage Elevation Civ A Chr B Civ C Civ D Wr A Wr B Wr C Wr D Extiil Total it cult ft ds cis cis cfs cis cfs cis efs cis cis 0.36 462 82.36 - - - - 0.33 - - - - 0.33 0.38 498 82.38 - - - - 0.40 - - - 0.40 0.40 534 82.40 - - - - 0.47 - - - 0.47 ...End APPENDIX E � ( 3 10 11 131 14 Hydraflow Hydrographs Diagram Project: 2401.gpw --FO5-11-2007 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 0.48 1 760 4,223 — — EX.TO WL 2 Reservoir 0.00 1 0 0 1 80.34 4,223 EXIST DISCH.WL 3 SCS Runoff 0.05 1 731 266 -- -- -- EX.ONSITE LOW 4 Reservoir 0.00 1 1039 87 3 82.21 183 EX.SPILLOVER-BROOK 5 SCS Runoff 0.06 1 731 340 — -- EXIST OVERLAND-BROOK 6 Combine 0.06 1 731 427 4,5 — TOTAL EXIST.FLOW BROOK 10 SCS Runoff 3.50 1 733 15,792 — — -- DEV.TO DET.BASIN 11 SCS Runoff 1.08 1 725 3,683 — -- --- DEV.ON-SITE-WETLANDS 12 Combine 4.15 1 732 19,475 10,11 — — TOTAL DEV.FLOW TO BASIN/WL 13 Reservoir 0.00 1 0 0 12 80.14 19,475 DISCH.BASIN/WL 14 SCS Runoff 0.05 1 724 253 -- - --- DEV.BASIN BYPASS 15 Combine 0.05 1 724 253 13,14 — — TOTAL DEV.FLOW BROOK i Proj. file: 2401.gpw Return Period: 2 yr Run date: 05-11-2007 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 1.65 1 753 11,379 — — EX.TO WL 2 Reservoir 0.00 1 0 0 1 81.33 11,379 EXIST DISCH.WL 3 SCS Runoff 0.19 1 728 736 -- -- — EX.ONSITE LOW 4 Reservoir 0.05 1 757 552 3 82.24 252 EX.SPILLOVER-BROOK 5 SCS Runoff 0.24 1 728 941 — -- EXIST OVERLAND-BROOK 6 Combine 0.24 1 728 1,493 4,5 -- -- TOTAL EXIST.FLOW BROOK 10 SCS Runoff 5.60 1 733 25,819 — — -- DEV.TO DET.BASIN 11 SCS Runoff 2.57 1 725 8,083 — — DEV.ON-SITE-WETLANDS 12 Combine 7.15 1 729 33,901 10, 11 — TOTAL DEV.FLOW TO BASIN/WL 13 Reservoir 0.00 1 0 0 12 81.11 33,901 DISCH.BASIN/WL 14 SCS Runoff 0.23 1 723 700 -- — DEV.BASIN BYPASS 15 Combine 0.23 1 723 700 13, 14 — TOTAL DEV.FLOW BROOK Proj. file: 2401.gpw Return Period: 10 yr Run date: 05-11-2007 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) (cuft) 1 SCS Runoff 2.44 1 752 16,030 — — — EX.TO WL 2 Reservoir 0.01 1 1440 2 1 81.75 16,028 EXIST DISCH.WL 3 SCS Runoff 0.28 1 728 1,045 — — --- EX.ONSITE LOW 4 Reservoir 0.11 1 748 857 3 82.28 314 EX.SPILLOVER-BROOK 5 SCS Runoff 0.36 1 728 1,335 — — EXIST OVERLAND-BROOK 6 Combine 0.37 1 728 2,192 4,5 — -- TOTAL EXIST.FLOW BROOK 10 SCS Runoff 6.71 1 733 31,258 — — — DEV.TO DET.BASIN 11 SCS Runoff 3.47 1 725 10,742 — — DEV.ON-SITE-WETLANDS 12 Combine 8.88 1 728 42,000 10, 11 — — TOTAL DEV.FLOW TO BASIN/WL 13 Reservoir 0.00 1 0 0 12 81.54 42,000 DISCH.BASINML 14 SCS Runoff 0.34 1 722 993 — — — DEV.BASIN BYPASS 15 Combine 0.34 1 722 993 13, 14 — — TOTAL DEV.FLOW BROOK _T Proj. file: 2401.gpw Return Period: 25 yr Run date: 05-11-2007 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) (cuft) (ft) (cuft) 1 SCS Runoff 3.19 1 751 20,450 — --- EX.TO WL 2 Reservoir 0.18 1 1104 3,858 1 81.81 16,818 EXIST DISCH.WL 3 SCS Runoff 0.37 1 727 1,339 ---- ----- EX.ONSITE LOW 4 Reservoir 0.18 1 742 1,149 3 82.31 366 EX.SPILLOVER-BROOK 5 SCS Runoff 0.48 1 727 1,711 — --- EXIST OVERLAND-BROOK 6 Combine 0.54 1 729 2,860 4,5 —— TOTAL EXIST.FLOW BROOK 10 SCS Runoff 7.68 1 733 36,047 — - — DEV.TO DET.BASIN 11 SCS Runoff 4.28 1 725 13,192 — ---- -- DEV.ON-SITE-WETLANDS 12 Combine 10.42 1 727 49,239 10, 11 -- TOTAL DEV.FLOW TO BASINNVL 13 Reservoir 0.18 1 1378 2,055 12 81.81 47,224 DISCH.BASIN/WL 14 SCS Runoff 0.45 1 722 1,273 — DEV.BASIN BYPASS 15 Combine 0.45 1 722 3,327 13, 14 - - TOTAL DEV.FLOW BROOK Proj. file: 2401.gpw Return Period: 50 yr Run date: 05-11-2007 Hydraflow Hydrographs by Intelisolve Hydrograph S u mma Report Page 1 Summary p 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) (cuft) 1 SCS Runoff 3.98 1 750 25,137 — — -- EX.TO WL 2 Reservoir 0.42 1 947 8,473 1 81.85 17,461 EXIST DISCH.WL 3 SCS Runoff 0.47 1 727 1,652 — — --- EX.ONSITE LOW 4 Reservoir 0.27 1 738 1,458 3 82.34 421 EX.SPILLOVER-BROOK 5 SCS Runoff 0.60 1 727 2,111 — — EXIST OVERLAND-BROOK 6 Combine 0.75 1 729 3,569 4,5 -- — TOTAL EXIST.FLOW BROOK 10 SCS Runoff 8.65 1 733 40,856 — -- DEV.TO DET.BASIN 11 SCS Runoff 5.11 1 725 15,732 — — -- DEV.ON-SITE-WETLANDS 12 Combine 11.99 1 727 56,588 10, 11 -- TOTAL DEV.FLOW TO BASINML 13 Reservoir 0.41 1 1038 9,256 12 81.85 48,140 DISCH.BASIN/WL 14 SCS Runoff 0.56 1 722 1,570 -- — — DEV.BASIN BYPASS 15 Combine 0.56 1 722 10,826 13, 14 -— --- TOTAL DEV.FLOW BROOK Proj. file: 2401.gpw Return Period: 100 yr Run date: 05-11-2007 Hydraflow Hydrographs by Intelisolve t Hydrograph Report Page 1 Hydraflow Hydrographs by lntelisolve Hyd. No. 1 EX. TO W L Hydrograph type = SCS Runoff Peak discharge = 0.48 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 2.64 ac Curve number = 61 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of cone. (Tc) = 39 min Total precip. = 3.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 465 Hydrograph Volume=4,223 cult Hydrograph Discharge Table Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) 12.32 0.25 12.88 0.42 12.33 0.27 12.90 0.41 12.35 0.29 12.92 0.40 12.37 0.31 12.93 0.40 12.38 0.33 12.95 0.39 12.40 0.35 12.97 0.38 12.42 0.37 12.98 0.37 12.43 0.38 13.00 0.36 12.45 0.40 13.02 0.35 12.47 0.41 13.03 0.34 12.48 0.42 13.05 0.33 12.50 0.43 13.07 0.32 12.52 0.44 13.08 0.32 12.53 0.45 13.10 0.31 12.55 0.45 13.12 0.30 12.57 0.46 13.13 0.29 12.58 0.46 13.15 0.28 12.60 0.47 13.17 0.27 12.62 0.47 13.18 0.27 12.63 0.47 13.20 0.26 12.65 0.47 13.22 0.25 12.67 0.48<< 13.23 0.25 12.68 0.48 13.25 0.24 12.70 0.47 12.72 0.47 12.73 0.47 ...End 12.75 0.47 12.77 0.46 12.78 0.46 12.80 0.45 12.82 0.45 12.83 0.44 12.85 0.43 12.87 0.43 Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 1 EX. TO WL Hydrograph type = SCS Runoff Peak discharge = 1.65 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 2.64 ac Curve number = 61 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 39 min Total precip. = 4.70 in Distribution = Type III Storm duration = 24 hrs Shape factor = 465 Hydrograph Volume=11,379 cuft Hydrograph Discharge Table Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) 12.22 0.88 12.78 1.43 12.23 0.94 12.80 1.40 12.25 1.00 12.82 1.37 12.27 1.06 12.83 1.34 12.28 1.12 12.85 1.31 12.30 1.18 12.87 1.27 12.32 1.24 12.88 1.24 12.33 1.30 12.90 1.21 12.35 1.35 12.92 1.17 12.37 1.41 12.93 1.14 12.38 1.46 12.95 1.10 12.40 1.50 12.97 1.07 12.42 1.54 12.98 1.03 12.43 1.57 13.00 1.00 12.45 1.59 13.02 0.96 12.47 1.61 13.03 0.93 12.48 1.63 13.05 0.89 12.50 1.64 13.07 0.86 12.52 1.65 12.53 1.65 12.55 1.65<< ...End 12.57 1.65 12.58 1.65 12.60 1.65 12.62 1.64 12.63 1.63 12.65 1.61 12.67 1.60 12.68 1.58 12.70 1.56 12.72 1.54 12.73 1.52 12.75 1.49 12.77 1.46 Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 1 EX. TO WL Hydrograph type = SCS Runoff Peak discharge = 2.44 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 2.64 ac Curve number = 61 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 39 min Total precip. = 5.50 in Distribution = Type III Storm duration = 24 hrs Shape factor = 465 Hydrograph Volume=16,030 cuft Hydrograph Discharge Table Time --Outflow Time --Outflow (hrs cfs) (hrs cfs) 12.18 1.25 12.75 2.13 12.20 1.34 12.77 2.09 12.22 1.42 12.78 2.05 12.23 1.51 12.80 2.00 12.25 1.59 12.82 1.95 12.27 1.68 12.83 1.90 12.28 1.76 12.85 1.85 12.30 1.85 12.87 1.80 12.32 1.93 12.88 1.75 12.33 2.01 12.90 1.70 12.35 2.09 12.92 1.64 12.37 2.16 12.93 1.59 12.38 2.22 12.95 1.54 12.40 2.28 12.97 1.49 12.42 2.32 12.98 1.44 12.43 2.36 13.00 1.38 12.45 2.39 13.02 1.33 12.47 2.41 13.03 1.28 12.48 2.42 13.05 1.23 12.50 2.43 12.52 2.44 12.53 2.44<< ...End 12.55 2.44 12.57 2.43 12.58 2.42 12.60 2.41 12.62 2.39 12.63 2.37 12.65 2.34 12.67 2.32 12.68 2.28 12.70 2.25 12.72 2.21 12.73 2.18 Hydrograph Re o rt p Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 1 EX. TO WL Hydrograph type = SCS Runoff Peak discharge = 3.19 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 2.64 ac Curve number = 61 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 39 min Total precip. = 6.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 465 Hydrograph Volume=20,450 cuft Hydrograph Discharge Table Time --Outflow Time --Outflow (hrs cfs) (hrs cfs) 12.17 1.63 12.73 2.79 12.18 1.74 12.75 2.74 12.20 1.84 12.77 2.68 12.22 1.95 12.78 2.62 12.23 2.06 12.80 2.55 12.25 2.17 12.82 2.49 12.27 2.28 12.83 2.42 12.28 2.38 12.85 2.36 12.30 2.49 12.87 2.29 12.32 2.59 12.88 2.22 12.33 2.69 12.90 2.15 12.35 2.79 12.92 2.08 12.37 2.87 12.93 2.01 12.38 2.95 12.95 1.95 12.40 3.02 12.97 1.88 12.42 3.07 12.98 1.81 12.43 3.11 13.00 1.74 12.45 3.14 13.02 1.68 12.47 3.16 13.03 1.61 12.48 3.18 12.50 3.19 12.52 3.19<< ...End 12.53 3.19 12.55 3.18 12.57 3.16 12.58 3.15 12.60 3.12 12.62 3.10 12.63 3.06 12.65 3.03 12.67 2.99 12.68 2.94 12.70 2.90 12.72 2.85 Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 1 EX. TO WL Hydrograph type = SCS Runoff Peak discharge = 3.98 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 2.64 ac Curve number = 61 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 39 min Total precip. = 6.90 in Distribution = Type III Storm duration = 24 hrs Shape factor = 465 Hydrograph Volume=25,137 cuft Hydrograph Discharge Table Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) 12.15 1.99 12.72 3.51 12.17 2.12 12.73 3.44 12.18 2.25 12.75 3.37 12.20 2.38 12.77 3.29 12.22 2.52 12.78 3.21 12.23 2.65 12.80 3.13 12.25 2.78 12.82 3.05 12.27 2.91 12.83 2.97 12.28 3.04 12.85 2.88 12.30 3.17 12.87 2.80 12.32 3.30 12.88 2.71 12.33 3.42 12.90 2.63 12.35 3.53 12.92 2.54 12.37 3.63 12.93 2.45 12.38 3.72 12.95 2.37 12.40 3.80 12.97 2.28 12.42 3.86 12.98 2.20 12.43 3.91 13.00 2.12 12.45 3.94 13.02 2.03 12.47 3.96 12.48 3.98 12.50 3.98<< ...End 12.52 3.98 12.53 3.97 12.55 3.96 12.57 3.93 12.58 3.91 12.60 3.88 12.62 3.84 12.63 3.79 12.65 3.75 12.67 3.69 12.68 3.64 12.70 3.57 Hydrograph Report Page, Hydraflow Hydrographs by Intelisolve Hyd. No. 2 EXIST DISCH. WL Hydrograph type = Reservoir Peak discharge = 0.00 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = EX WL ON SITE Max. Elevation = 80.34 ft Max. Storage = 4,223 cuft Storage Indication method used. Outflow hydrograph volume=0 cuft ...End Hydrograph Report Page Hydraflow Hydrographs by lntelisolve Hyd. No. 2 EXIST DISCH. WL Hydrograph type = Reservoir Peak discharge = 0.00 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = EX WL ON SITE Max. Elevation = 81.33 ft Max. Storage = 11,379 cuft Storage Indication method used. Outflow hydrograph volume=0 cuft ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 2 EXIST DISCH. WL Hydrograph type = Reservoir Peak discharge = 0.01 cfs Storm frequency = 25 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = EX WL ON SITE Max. Elevation = 81.75 ft Max. Storage = 16,028 cuft Storage Indication method used. Outflow hydrograph volume=2 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C CIv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 23.93 0.09 81.75 --- ---- ----- ----- 0.00 — ,--- ---- — 0.00 23.95 0.09 81.75 ---- — --- ---- 0.00 — -- ---- --- 0.00 23.97 0.09 81.75 ----- ----- ----- ----- 0.00 ----- ----- ----- ----- 0.00 23.98 0.08 81.75 ----- ----- ----- ----- 0.01 ----- ----- ----- ----- 0.01 24.00 0.00 81.75<< --- -- --- ----- 0.01 — --- ---- — 0.01 << ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 2 EXIST DISCH. WL Hydrograph type = Reservoir Peak discharge = 0.18 cfs Storm frequency = 50 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = EX WL ON SITE Max. Elevation = 81.81 ft Max. Storage = 16,818 cuft Storage Indication method used. Outflow hydrograph volume=3,858 cult Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Exfl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.00 0.25 81.79 ----- ----- ----- ----- 0.09 ----- ----- ---- ----- 0.09 17.02 0.25 81.79 ----- ---- -_- ---- 0.09 ----- ---- ----- ---- 0.09 17.03 0.25 81.79 ---- - ---- ---- 0.10 -- _-- -- ----- 0.10 17.05 0.25 81.79 --- - - ---- 0.10 - -- ---- - 0.10 17.07 0.25 81.79 ----- ----- ----- ----- 0.10 ----- ----- ----- ----- 0.10 17.08 0.25 81.79 ----- ---- ---- ----- 0.10 ---- ----- ----- ----- 0.10 17.10 0.25 81.79 ----- ----- ---- ---- 0.11 ----- ---- ---- - 0.11 17.12 0.24 81.79 ---- - ---- ---- 0.11 ---- -- - - 0.11 17.13 0.24 81.79 ----- ----- ----- ----- 0.11 ----- ----- ----- ----- 0.11 17.15 0.24 81.79 ----- ----- ---- ----- 0.11 ---- ----- ----- ----- 0.11 17.17 0.24 81.79 ---- -_-- ---- ---- 0.11 ---- ---- --- ---- 0.11 17.18 0.24 81.79 - ---- _-_- ----- 0.12 --- _-- - - 0.12 17.20 0.24 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 17.22 0.24 81.79 ----- ----- ----- ----- 0.12 ---- ----- ----- ----- 0.12 17.23 0.24 81.79 -- ---- -_-- ---- 0.12 ---- ---_- -- -- 0.12 17.25 0.24 81.79 -- - ---- - 0.12 ---- - - - 0.12 17.27 0.24 81.79 ----- ----- ----- ----- 0.13 ---- ----- ----- ----- 0.13 17.28 0.24 81.80 ----- ----- ---- ----- 0.13 ----- _--- ----- ----- 0.13 17.30 0.24 81.80 ---- ----- ----- -- 0.13 ---- ---- - ----- 0.13 17.32 0.23 81.80 - -- - --- 0.13 - - - - 0.13 17.33 0.23 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 17.35 0.23 81.80 ----- ----- ----- ----- 0.13 ---- ----- ----- ----- 0.13 17.37 0.23 81.80 --- - ---- --- 0.14 - _--- - --- 0.14 17.38 0.23 81.80 ----- - -- --- 0.14 --- w - - 0.14 17.40 0.23 81.80 ---- ---- ---- ----- 0.14 ---- ----- ----- ---- 0.14 17.42 0.23 81.80 --- ----- --- ---- 0.14 ---- _--- --- ----- 0.14 17.43 0.23 81.80 --- ----- ---- ----- 0.14 --- ---- ---- - 0.14 17.45 0.23 81.80 -- -- ----- --- 0.14 ---- ---- - -- 0.14 17.47 0.23 81.80 ---- ---- ----- ----- 0.14 ----- ----- ----- ----- 0.14 17.48 0.23 81.80 ----- ----- ---- ----- 0.14 ---- ----- ----- ----- 0.14 17.50 0.23 81.80 --- ----- ----- ---- 0.15 ---- ---- ---- -- 0.15 17.52 0.22 81.80 ---_ - - - 0.15 ----- -- - - 0.15 17.53 0.22 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 17.55 0.22 81.80 ----- ---- ----- ----- 0.15 ---- ----- ----- --- 0.16 17.57 0.22 81.80 ----- ----- ---- ----- 0.15 ----- ---- ----- ----- 0.15 17.58 0.22 81.80 ---- - ----- -- 0.15 ----- ---- ---- ---- 0.15 17.60 0.22 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 17.62 0.22 81.80 ----- ----- ---- ----- 0.16 ---- ----- ----- ----- 0.16 Continues on next page... EXIST DISCH.WL Page 2 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.63 0.22 81.80 ---- ---- ----- ----- 0.16 ----- ----- ----- ----- 0.16 17.65 0.22 81.80 ---- ---- ----- ----- 0.16 ----- --- ---- ----- 0.16 17.67 0.22 81.80 --- ----- ----- ---- 0.16 --- ---- --- ----- 0.16 17.68 0.22 81.80 0.16 --- ----- --- --- 0.16 17.70 0.21 81.80 ---- ----- ---- -- 0.16 ----- ----- ----- ----- 0.16 17.72 0.21 81.80 ---- ----- ----- --- - 0.16 ---- ---- ----- ----- 0.16 17.73 0.21 81.80 ---- --- ----- -- 0.16 --_ ---- --- -- 0.16 17.75 0.21 81.80 ---- --- ---- ---- 0.17 -- ----- ----- --- 0.17 17.77 0.21 81.80 ----- ---- ---- ----- 0.17 ----- ----- ---- ----- 0.17 17.78 0.21 81.80 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 17.80 0.21 81.80 -- --- ---- ---- 0.17 --- --- ---- --- 0.17 17.82 0.21 81.80 ---- --- ----- --- 0.17 - ---- -- --- 0.17 17.83 0.21 81.80 ----- ---- ----- ----- 0.17 ----- ----- ----- ----- 0.17 17.85 0.21 81.81 ---- --- ---- ----- 0.17 ----- ----- ----- ----- 0.17 17.87 0.21 81.81 ----- ---- --- --- 0.17 --- ---- ---- --- 0.17 17.88 0.21 81.81 --- --- --- ---- 0.17 ---- ---- ----- -- 0.17 17.90 0.20 81.81 ----- ---- --- ----- 0.17 ----- ----- ----- ----- 0.17 17.92 0.20 81.81 ----- ----- ---- ---- 0.17 ---- ----- ----- ---- 0.17 17.93 0.20 81.81 ---- ----- --- --- 0.17 ---- ----- -- -- 0.17 17.95 0.20 81.81 ---- _-- --- --- 0.17 ---- ---- --- ----- 0.17 17.97 0.20 81.81 ----- ---- ----- ----- 0.17 ----- ----- ----- ----- 0.17 17.98 0.20 81.81 ----- ----- ----- ----- 0.18 ----- ---- ----- ----- 0.18 18.00 0.20 81.81 ---- ---- --- ----- 0.18 --- -- ---- ----- 0.18 18.02 0.20 81.81 ----- ---- --- ---- 0.18 --- ----- ----- -- 0.18 18.03 0.20 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 18.05 0.20 81.81 ----- ---- ----- ----- 0.18 ----- ----- ----- ----- 0.18 18.07 0.20 81.81 ----- ---- ----- ---- 0.18 ----- ----- -- --- 0.18 18.08 0.20 81.81 ---- - -- ----- 0.18 -- --- ---- -- 0.18 18.10 0.19 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ---- 0.18 18.12 0.19 81.81 ----- ----- -- ----- 0.18 ---- ----- ----- ----- 0.18 18.13 0.19 81.81 ---- --- --- --- 0.18 -- ----- ----- -- 0.18 18.15 0.19 81.81 --- -- -- --- 0.18 --- - -- -- 0.18 18.17 0.19 81.81 ----- --- ----- ----- 0.18 --- ----- ----- ----- 0.18 18.18 0.19 81.81 ----- ---- ----- ----- 0.18 ---- --- ----- ---- 0.18 18.20 0.19 81.81 -- ---- --- -- 0.18 --- --- ----- --- 0.18 18.22 0.19 81.81 -- ---- --- ---- 0.18 ---- -- ----- ---- 0.18 18.23 0.19 81.81 ---- ----- ----- ---- 0.18 ----- ----- ----- ---- 0.18 18.25 0.19 81.81 ---- --_ --- ----- 0.18 ---- ----- ----- ---- 0.18 18.27 0.19 81.81 --- - - - 0.18 ---- ---- --- ---- 0.18 18.28 0.19 81.81 ---- ----- ---- -- 0.18 - --- - -- 0.18 18.30 0.18 81.81 ----- ---- ---- ----- 0.18 ----- ----- ----- ---- 0.18 18.32 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ----- ---- ---- 0.18 18.33 0.18 81.81 --- --- --- ---- 0.18 ----- ----- ---- 0.18 18.35 0.18 81.81 --- ----- ---- ---- 0.18 ---- ----- --- -- 0.18 18.37 0.18 81.81 ----- ----- ---- ----- 0.18 ---- ----- ----- ----- 0.18 18.38 0.18 81.81 << ----- ----- ---- ----- 0.18 ----- ----- ----- ----- 0.18 18.40 0.18 81.81 << 0.18 ----- -- ----- ----- 0.18<< 18.42 0.18 81.81 << ----- --- ---- ----- 0.18 ----- -- ----- ----- 0.18 18.43 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 18.45 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 18.47 0.18 81.81 ---- ---- ---- ----- 0.18 ---- ---- ----- ----- 0.18 Continues on next page... EXIST DISCH.WL Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D ExHI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs afs 18.48 0.18 81.81 ----- ---- ----- ----- 0.18 ----- ----- ----- ----- 0.18 18.50 0.18 81.81 ----- ---- ---- ----- 0.18 ----- ---- ----- ----- 0.18 18.52 0.18 81.81 --- ---- ---- ----- 0.18 --- ----- ----- --- 0.18 18.53 0.18 81.81 --_ -_ -- -- 0.18 ---_ -- ---- --- 0.18 18.55 0.18 81.81 ----- --- ----- ---- 0.18 ---- ----- ----- ----- 0.18 18.57 0.18 81.81 ----- ---- ----- ----- 0.18 ----- ----- ----- --- 0.18 18.58 0.17 81.81 ---- ---- --- ---- 0.18 ---- ----- --- ---- 0.18 18.60 0.17 81.81 ----- --- --- - 0.18 -- ---- --- - 0.18 18.62 0.17 81.81 ----- ----- ---- ----- 0.18 ----- ----- ----- ----- 0.18 18.63 0.17 81.81 ----- ----- ---- ----- 0.18 ----- ---- ----- ---- 0.18 18.65 0.17 81.81 - --- ----- --- 0.18 - --- ---- ---- 0.18 18.67 0.17 81.81 -- ---- --- --- 0.18 --_ --- ---- - 0.18 18.68 0.17 81.81 ----- ----- ---- ----- 0.18 ----- ----- ----- ----- 0.18 18.70 0.17 81.81 ----- ---- ----- ----- 0.18 ---- ----- ----- ----- 0.18 18.72 0.17 81.81 - ----- ----- ----- 0.18 ----- --- ---- - 0.18 18.73 0.17 81.81 --- --- ---- ---- 0.18 -- ---- _---- --- 0.18 18.75 0.17 81.81 --- ---- ---- ----- 0.18 ----- ----- ----- ----- 0.18 18.77 0.17 81.81 ----- ----- ---- ----- 0.18 ----- ----- ----- ----- 0.18 18.78 0.17 81.81 ---- ---- ---- ----- 0.18 ---- ----- ---- ----- 0.18 18.80 0.17 81.81 --- ---- ---- --- 0.18 ---- _--- ----- --- 0.18 18.82 0.17 81.81 ----- ---- ----- ----- 0.18 ----- ----- ----- ---- 0.18 18.83 0.17 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 18.85 0.17 81.81 ---- ----- ---- ---- 0.18 ---_ -- __- _- 0.18 18.87 0.17 81.81 --- ----- ---- ----- 0.18 ----- ----- -- --- 0.18 18.88 0.17 81.81 ----- ----- ----- ---- 0.18 ----- ----- ----- ----- 0.18 18.90 0.17 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 18.92 0.17 81.81 ----- -- ----- --- 0.18 ---- ----- ---- -- 0.18 18.93 0.17 81.81 ---- ---- ---- ---- 0.18 --- ----- ---- ---- 0.18 18.95 0.17 81.81 ----- ---- ----- ----- 0.18 ----- ----- ----- ----- 0.18 18.97 0.17 81.81 ----- ----- ----- ----- 0.18 ---- ----- ----- ----- 0.18 18.98 0.17 81.81 ----- ---- ---- - 0.18 - ---- _- --- 0.18 19.00 0.17 81.81 - - --- ---- 0.18 - ---- ---- -- 0.18 19.02 0.17 81.81 ----- ----- ----- ----- 0.18 ---- ---- ----- ---- 0.18 19.03 0.17 81.81 ----- ---- ----- ---- 0.18 --- ----- ----- ----- 0.18 19.05 0.17 81.81 -- --- ----- --- 0.18 ----- - - ----- 0.18 19.07 0.17 81.81 ----- ---- ---- ---- 0.18 - - ---- -- 0.18 19.08 0.17 81.81 ---- ----- ----- ----- 0.17 ----- ---- ----- ----- 0.18 19.10 0.16 81.81 ---- ----- ---- ----- 0.17 --- ---- ---- - 0.17 19.12 0.16 81.81 ----- ----- ----- --- 0.17 --- - -- ---- 0.17 19.13 0.16 81.81 ---- ---- ---- ---- 0.17 --- --- - -- 0.17 19.15 0.16 81.81 ---- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 19.17 0.16 81.81 ----- ----- ----- ----- 0.17 ---- ----- ----- ---- 0.17 19.18 0.16 81.81 -- ----- --- --- 0.17 ----- ----- ---- ---- 0.17 19.20 0.16 81.81 ----- ---- --- ---- 0.17 ---- - -- ---- 0.17 19.22 0.16 81.81 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 19.23 0.16 81.81 ----- ----- ----- ----- 0.17 ---- ----- ----- ---- 0.17 19.25 0.16 81.81 --- ---- ---- - 0.17 ---- ---- --- ----- 0.17 19.27 0.16 81.81 ----- --- ----- ----- 0.17 - ----- ---- ---- 0.17 19.28 0.16 81.81 ----- ---- ----- ----- 0.17 ----- ----- ----- ----- 0.17 19.30 0.16 81.81 ----- ----- ----- ----- 0.17 ----- ----- ----- ---- 0.17 19.32 0.16 81.81 --- _-- ----- ----- 0.17 --- ---- ----- - 0.17 Continues on next page... EXIST DISCH.WL Page 4 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 19.33 0.16 81.81 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 19.35 0.16 81.81 ----- ----- ---- ----- 0.17 ----- ---- ----- ----- 0.17 19.37 0.16 81.81 ---- -- --- ---- 0.17 -- -- -- - 0.17 19.38 0.16 81.81 -- ---_ --- --- 0.17 - -- - - 0.17 19.40 0.16 81.81 ----- ----- ---- ----- 0.17 ----- ----- ----- ---- 0.17 19.42 0.16 81.81 ----- ---- ---- ----- 0.17 ---- ----- ----- ----- 0.17 19.43 0.16 81.81 --- ---- -- ---- 0.17 ----- ---- -- - 0.17 19.45 0.16 81.81 ----- - --- - 0.17 ----- ----- --- ---- 0.17 19.47 0.16 81.81 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 19.48 0.16 81.81 ----- ----- --- ----- 0.17 ----- ----- ----- ----- 0.17 19.50 0.16 81.81 -- -- ----- ---- 0.17 - - - ---- 0.17 19.52 0.16 81.80 - - -- ----- 0.17 - --- - - 0.17 19.53 0.16 81.80 ---- ---- ---- ----- 0.17 ----- ---- ----- ----- 0.17 19.55 0.16 81.80 ----- ---- --- ----- 0.17 ---- ----- ----- ----- 0.17 19.57 0.16 81.80 ----- ---- ---- -- 0.17 ---- ---- -- ----- 0.17 19.58 0.16 81.80 ---- ----- ---- - 0.17 ---- ---- ---- - 0.17 19.60 0.16 81.80 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 19.62 0.16 81.80 ----- ---- ----- ----- 0.17 ---- ----- ----- --- 0.17 19.63 0.16 81.80 --- -- ---- ----- 0.17 ----- ---- --- ---- 0.17 19.65 0.16 81.80 --- - --- ---- 0.17 - ---- - - 0.17 19.67 0.16 81.80 ----- ----- ----- ----- 0.17 ----- ----- ----- ---- 0.17 19.68 0.16 81.80 ----- ----- ---- ----- 0.17 ----- ----- ----- ----- 0.17 19.70 0.16 81.80 --- ----- ---- ---- 0.17 ---- ----- - --- 0.17 19.72 0.16 81.80 ---- - - -- 0.17 ---- --- - - 0.17 19.73 0.16 81.80 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 19.75 0.15 81.80 ----- ----- ----- ----- 0.17 ---- ----- ----- ----- 0.17 19.77 0.15 81.80 ---- --- ----- ----- 0.17 ---- ---- ----- ----- 0.17 19.78 0.15 81.80 - - --- - 0.17 ----- - - ----- 0.17 19.80 0.15 81.80 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 19.82 0.15 81.80 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 19.83 0.15 81.80 ---- ----- -- --- 0.17 - - -- ----- 0.17 19.85 0.15 81.80 - - -- ----- 0.16 - - - ----- 0.16 19.87 0.15 81.80 ----- ----- ----- ----- 0.16 ----- ----- ---- ----- 0.16 19.88 0.15 81.80 ---- ----- ----- ---- 0.16 ----- ---- ----- ---- 0.16 19.90 0.15 81.80 ----- ---- ---- --- 0.16 - --- -- ---- 0.16 19.92 0.15 81.80 ---- - - ---- 0.16 - - - 0.16 19.93 0.15 81.80 ----- ----- ---- ----- 0.16 --- ----- ----- ----- 0.16 19.95 0.15 81.80 ----- ----- --- ----- 0.16 ----- ---- ----- ----- 0.16 19.97 0.15 81.80 - - - - 0.16 ---- -- ----- --- 0.16 19.98 0.15 81.80 - - ---- - 0.16 -- ---- ---- -- 0.16 20.00 0.15 81.80 ----- ---- ----- ----- 0.16 ----- ----- ----- ----- 0.16 20.02 0.15 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 20.03 0.15 81.80 ---- ---- ---- ----- 0.16 ---- - ---- - 0.16 20.05 0.15 81.80 ----- ----- --- ----- 0.16 ---- --- --- ---- 0.16 20.07 0.15 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 20.08 0.15 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ---- 0.16 20.10 0.15 81.80 - -- ---- ----- 0.16 ----- - --- ----- 0.16 20.12 0.15 81.80 --- ----- ---- ---- 0.16 ---- ----- ---- ---- 0.16 20.13 0.15 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 20.15 0.15 81.80 ----- ----- ---- ----- 0.16 ---- ----- ---- ----- 0.16 20.17 0.15 81.80 --- -- --- 0.16 ---- ----- - ---- 0.16 Continues on next page... EXIST DISCH.WL Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D ExH1 Outflow (hrs) ds ft Cfs ds efs ds Cfs ds ds Cfs ds ds 20.18 0.15 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 20.20 0.15 81.80 ----- ---- --- ----- 0.16 ---- ----- ----- ----- 0.16 20.22 0.15 81.80 ---- ----- ----- -- 0.16 ----- -- ---- --- 0.16 20.23 0.15 81.80 ---- --- ---- --- 0.16 ----- ----- ----- -- 0.16 20.25 0.15 81.80 ----- ----- --- ----- 0.16 ----- ----- ----- ----- 0.16 20.27 0.15 81.80 ----- ----- ----- ----- 0.16 --- ----- ----- ----- 0.16 20.28 0.15 81.80 ----- -- ----- ---- 0.16 ----- ----- ---- ---- 0.16 20.30 0.15 81.80 -- - ---- -- 0.16 --_ -__ -_ 0.16 20.32 0.15 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 20.33 0.15 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 20.35 0.15 81.80 -- - --- ---- 0.16 --- ---- -- -- 0.16 20.37 0.15 81.80 ---- - --- --- 0.16 --- --- -- --- 0.16 20.38 0.15 81.80 ---- ----- ----- ----- 0.16 ---- ----- ----- ----- 0.16 20.40 0.15 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 20.42 0.14 81.80 --- --- --- -- 0.16 ----- --- ---- -- 0.16 20.43 0.14 81.80 -- -- ---- -- 0.16 -- ---- ---- -- 0.16 20.45 0.14 81.80 ----- ---- ----- ---- 0.16 ----- ----- ----- ---- 0.16 20.47 0.14 81.80 ----- ----- ----- ----- 0.16 ---- ---- ----- ---- 0.16 20.48 0.14 81.80 --- - -- ---- 0.16 ---- -- --- --- 0.16 20.50 0.14 81.80 ----- ----- ---- -- 0.16 ----- --- ----- -- 0.16 20.52 0.14 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 20.53 0.14 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 20.55 0.14 81.80 ----- -- ---- ----- 0.15 ---- --- ----- --- 0.15 20.57 0.14 81.80 --- -- --- -- 0.15 ---- -- ---- ----- 0.15 20.58 0.14 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 20.60 0.14 81.80 ----- ---- ---- ----- 0.15 ----- ----- ----- ----- 0.15 20.62 0.14 81.80 ---- ---- ----- --- 0.15 ----- --- ----- --- 0.15 20.63 0.14 81.80 -- ---- --- --- 0.15 ----- ---- -- ---- 0.15 20.65 0.14 81.80 ----- ----- ---- ----- 0.15 ----- ----- ----- ----- 0.15 20.67 0.14 81.80 ----- ----- ---- ----- 0.15 ---- ---- ----- ---- 0.15 20.68 0.14 81.80 --- --- --- ---- 0.15 ---- ----- -- -- 0.15 20.70 0.14 81.80 - -- -- ---- 0.15 - ---- -- ---- 0.15 20.72 0.14 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 20.73 0.14 81.80 ----- ----- ---- ----- 0.15 ----- ----- ----- ----- 0.15 20.75 0.14 81.80 -- --- ----- --- 0.15 -- ----- ----- ----- 0.15 20.77 0.14 81.80 ---- --- --- -- 0.15 -- --- --- - 0.15 20.78 0.14 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ---- 0.15 20.80 0.14 81.80 ---- ----- ---- ----- 0.15 ---- ----- ----- ----- 0.15 20.82 0.14 81.80 -- -- --- --- 0.15 --- -- -- -- 0.15 20.83 0.14 81.80 -- ---- ---- - 0.15 -- -- -- -- 0.15 20.85 0.14 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 20.87 0.14 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 20.88 0.14 81.80 -- --- -- ----- 0.15 -- ----- -- ----- 0.15 20.90 0.14 81.80 ---- -- -- -- 0.15 ---- ---- --- ----- 0.15 20.92 0.14 81.80 ----- ----- ----- ----- 0.15 ---- ---- ----- ----- 0.15 20.93 0.14 81.80 ----- ----- ---- ----- 0.15 ----- ----- ----- ----- 0.15 20.95 0.14 81.80 -- ----- ---- --- 0.15 ---- ----- ----- --- 0.15 20.97 0.14 81.80 ----- ---- --- -- 0.15 --- ---- ---- -- 0.15 20.98 0.14 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 21.00 0.14 81.80 ----- ---- ----- ----- 0.15 ---- ----- ----- ----- 0.15 21.02 0.14 81.80 ---- ----- --- -- 0.15 --- ----- ----- --- 0.15 Continues on next page... EXIST DISCH.WL Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D ExHI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs i 21.03 0.14 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 21.05 0.13 81.80 ----- ----- 0.15 ---- ----- ----- ---- 0.15 21.07 0.13 81.80 --- -- ----- ---- 0.15 ---- -- - ---- 0.15 21.08 0.13 81.80 ----- ---- ---- --- 0.15 -- --- - --- 0.15 21.10 0.13 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 21.12 0.13 81.80 ----- ---- ----- ----- 0.15 ---- ----- ----- ----- 0.15 21.13 0.13 81.80 ----- --- ----- --- 0.15 --- ----- -- - 0.15 21.15 0.13 81.80 ---- ---- --- ---- 0.15 -- - - ---- 0.15 21.17 0.13 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 21.18 0.13 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 21.20 0.13 81.80 ---- - -- --- 0.15 - - --- - 0.15 21.22 0.13 81.80 ---- ---- -- -_- 0.15 - ----- - ---- 0.15 21.23 0.13 81.80 ----- --- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.25 0.13 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.27 0.13 81.80 ----- ---- --- --- 0.14 -_- -_ - ---- 0.14 21.28 0.13 81.80 ----- - ----- - 0.14 - - -- - 0.14 21.30 0.13 81.80 ----- ----- ----- ----- 0.14 ---- ----- ----- ----- 0.14 21.32 0.13 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.33 0.13 81.80 ----- -- ---- ---- 0.14 --- --- --- - 0.14 21.35 0.13 81.80 --- ---- ---- --- 0.14 - ---- - - 0.14 21.37 0.13 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.38 0.13 81.80 ----- ----- ----- ----- 0.14 ---- ----- ----- ----- 0.14 21.40 0.13 81.80 ---- ----- ----- ----- 0.14 ---- --- -- -_- 0.14 21.42 0.13 81.80 ---- ----- - --- 0.14 ----- ---- --- - 0.14 21.43 0.13 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.45 0.13 81.80 ----- ----- ----- ---- 0.14 ----- ----- ----- ----- 0.14 21.47 0.13 81.80 ----- -- ----- --- 0.14 ----- ----- ---- ----- 0.14 21.48 0.13 81.80 --- - -- - 0.14 ----- ---- ---- ---- 0.14 21.50 0.13 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ---- 0.14 21.52 0.13 81.80 ----- ---- ----- ----- 0.14 ---- ----- ----- ----- 0.14 21.53 0.13 81.80 -- - -- ---- 0.14 - ----- -- -- 0.14 21.55 0.13 81.80 --- - ---- - 0.14 --- - - - 0.14 21.57 0.13 81.80 ----- ---- ----- ----- 0.14 ---- ----- ----- ----- 0.14 21.58 0.13 81.80 ----- ----- ----- 0.14 ----- ---- ----- --- 0.14 21.60 0.13 81.80 ----- --- -- - 0.14 ----- --- ----- -- 0.14 21.62 0.13 81.80 --- - --- - 0.14 --- - - -- 0.14 21.63 0.13 81.80 ----- ---- ---- ----- 0.14 ----- ----- ----- ----- 0.14 21.65 0.13 81.80 ----- ---- ----- ----- 0.14 --- ---- ----- ---- 0.14 21.67 0.13 81.80 --- - - - 0.14 ---- - - ---- 0.14 21.68 0.12 81.80 --- - - - 0.14 ---- - - - 0.14 21.70 0.12 81.80 ----- ----- ---- ----- 0.14 ----- ----- ----- ----- 0.14 21.72 0.12 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ---- 0.14 21.73 0.12 81.80 ----- - ----- --- 0.14 ---- ---- -- --- 0.14 21.75 0.12 81.80 ---- --- - - 0.14 - ----- -- - 0.14 21.77 0.12 81.80 ----- ---- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.78 0.12 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.80 0.12 81.80 ----- --- ----- -- 0.14 ---- -- - --- 0.14 21.82 0.12 81.80 -- ----- ----- - 0.14 ---- --- - --- 0.14 21.83 0.12 81.80 ----- ---- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.85 0.12 81.80 ----- ----- ----- ----- 0.14 ---- ---- ----- ----- 0.14 21.87 0.12 81.80 - - ---- - 0.14 ----- ---- - - 0.14 Continues on next page... EXIST DISCH.WL Page 7 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 21.88 0.12 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.90 0.12 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.92 0.12 81.80 ----- ---- ----- -- 0.14 --- ----- --- -- 0.14 21.93 0.12 81.80 ----- --- --- ---- 0.14 ---- ---- --- -- 0.14 21.95 0.12 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.97 0.12 81.80 ----- ----- ---- ----- 0.14 ---- ----- ----- ----- 0.14 21.98 0.12 81.80 � _- -- -- 0.14 -- -- r � 0.14 22.00 0.12 81.80 0.13 0.13 22.02 0.12 81.80 ----- ---- --- ----- 0.13 ----- ---- ----- ----- 0.13 22.03 0.12 81.80 ----- ---- ----- ---- 0.13 ----- ----- ----- ----- 0.13 22.05 0.12 81.80 ---- --- -- -- 0.13 -- ----- ---- -- 0.13 22.07 0.12 81.80 ---- - ---- --- 0.13 ---- --- -- --- 0.13 22.08 0.12 81.80 ----- ----- ---- ----- 0.13 ----- ----- ----- ----- 0.13 22.10 0.12 81.80 ----- ---- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.12 0.12 81.80 ----- --- ----- --- 0.13 --- -- ---- --- 0.13 22.13 0.12 81.80 ----- -- ----- ----- 0.13 -- -- ---- ---- 0.13 22.15 0.12 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ---- 0.13 22.17 0.12 81.80 ---- ----- ---- ---- 0.13 ----- ----- ----- ---- 0.13 22.18 0.12 81.80 --- ----- ----- --- 0.13 --- --- --- --- 0.13 22.20 0.12 81.80 --- ---- ---- ----- 0.13 --- --- ----- ----- 0.13 22.22 0.13 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.23 0.13 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.25 0.13 81.80 ----- ---- ----- -- 0.13 ---- ---- ---- --- 0.13 22.27 0.13 81.80 --- ---- --- -- 0.13 ----- ---- ---- ----- 0.13 22.28 0.13 81.80 ----- ----- ---- ----- 0.13 ----- ----- ----- ----- 0.13 22.30 0.13 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.32 0.13 81.80 ----- ----- ---- --- 0.13 ---- -- -- --- 0.13 22.33 0.13 81.80 -- --- ---- --- 0.13 -- ---- --- -- 0.13 22.35 0.13 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.37 0.13 81.80 ----- ----- ---- ----- 0.13 ----- ----- ----- ---- 0.13 22.38 0.13 81.80 ---- ----- --- ---- 0.13 ----- -- ----- --- 0.13 22.40 0.13 81.80 -- --- -- ---- 0.13 --_- -_-- ---- --- 0.13 22.42 0.13 81.80 ----- ----- ----- ----- 0.13 ---- ----- ----- ----- 0.13 22.43 0.13 81.80 ----- ---- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.45 0.13 81.80 -__ - ---- --- 0.13 ---- - ---- ---- 0.13 22.47 0.13 81.80 ----- ---- ----- --- 0.13 ----- --- ----- -- 0.13 22.48 0.13 81.80 ----- ----- ----- ---- 0.13 ---- ----- ----- ----- 0.13 22.50 0.13 81.80 ----- ---- --- ---- 0.13 --- ---- ----- ---- 0.13 22.52 0.13 81.80 -- --- ----- ---- 0.13 -- ---- ----- --- 0.13 22.53 0.13 81.80 -- -- - - 0.13 -- --- ----- --- 0.13 22.55 0.13 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.57 0.13 81.80 ----- ---- ----- ----- 0.13 ----- ----- ----- ---- 0.13 22.58 0.13 81.80 ---- --- ---- -- 0.13 --- ---- ---- ---- 0.13 22.60 0.13 81.80 ---- --- --- ---- 0.13 --- ----- --- ---- 0.13 22.62 0.13 81.80 ----- ----- ----- ----- 0.13 --- ----- ---- ----- 0.13 22.63 0.13 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.65 0.13 81.80 ----- ----- ----- ---- 0.13 ----- -- --- ----- 0.13 22.67 0.13 81.80 ----- ----- -- -- 0.13 -- ---- -- ---- 0.13 22.68 0.13 81.80 ----- ----- ----- ----- 0.13 --- ----- ----- ----- 0.13 22.70 0.12 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.72 0.12 81.80 -- ---- ---- ----- 0.13 ---- ----- ----- ---- 0.13 Continues on next page... EXIST DISCH.WL Page 8 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C Clv D Wr A Wr B Wr C Wr D ExHl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 22.73 0.12 81.80 ----- ----- ----- ----- 0.13 ---- ----- ----- ---- 0.13 22.75 0.12 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ---- 0.13 22.77 0.12 81.80 - ----- ----- --_ 0.13 -- ---- ----- --- 0.13 22.78 0.12 81.80 ---- ---- ----- ---- 0.13 ---- --- --- -- 0.13 22.80 0.12 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.82 0.12 81.80 ----- ---- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.83 0.12 81.80 ---- ---- _--- ---- 0.13 ----- ----- - --- 0.13 22.85 0.12 81.80 ---- --- - - 0.13 --- - -- - 0.13 22.87 0.12 81.80 ----- ----- ----- ---- 0.13 ----- ----- ----- ----- 0.13 22.88 0.12 81.80 ----- ----- ----- ----- 0.13 ---- ----- ----- ----- 0.13 22.90 0.12 81.80 ----- ---- ---- ---- 0.13 ---- ---- ---- ----- 0.13 22.92 0.12 81.80 --_ - --- - 0.13 ---- - -- -- 0.13 22.93 0.12 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 22.95 0.12 81.80 ----- ----- ----- ----- 0.13 ---- ----- ----- ----- 0.13 22.97 0.12 81.80 ---- ---- ---- - 0.13 ----- ---- ---- - 0.13 22.98 0.12 81.80 ----- - ---- - 0.13 ---- ---- - - 0.13 23.00 0.12 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 23.02 0.12 81.80 ----- ----- ----- ----- 0.13 ----- ---- ----- ---- 0.13 23.03 0.12 81.80 ----- - ----- ---- 0.13 ----- ---- ---- --- 0.13 23.05 0.11 81.80 - - ----- ----- 0.13 --- -- - ----- 0.13 23.07 0.11 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ---- 0.13 23.08 0.11 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 23.10 0.11 81.80 ----- ----- ----- ---- 0.13 ---- _--- ---- ----- 0.13 23.12 0.11 81.80 - __- ----- ----- 0.13 ---- ----- ----- ----- 0.13 23.13 0.11 81.80 ----- ---- ----- ----- 0.13 ----- ----- ----- ----- 0.13 23.15 0.11 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 23.17 0.11 81.79 ---- ----- ----- ---_ 0.13 ----- ---- ---- ---- 0.13 23.18 0.11 81.79 --- - -- - 0.13 ---- -- -- ---- 0.13 23.20 0.11 81.79 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 23.22 0.11 81.79 ----- ---- ----- ----- 0.13 ----- ----- ----- ----- 0.13 23.23 0.11 81.79 _--- - --- --- 0.13 ---- ---- ---- ----- 0.13 23.25 0.11 81.79 - - ---- - 0.13 ---- --- - -- 0.13 23.27 0.11 81.79 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 23.28 0.11 81.79 ----- ----- ---- ----- 0.12 ----- ----- ----- ----- 0.12 23.30 0.11 81.79 ----- ----- ----- - 0.12 ----- -- ---- --- 0.12 23.32 0.11 81.79 --- - - - 0.12 ----- - --- _-- 0.12 23.33 0.11 81.79 ---- ---- ---- ----- 0.12 ----- ----- ----- ----- 0.12 23.35 0.11 81.79 ----- ---- -_-- ----- 0.12 --- _--- ----- ---- 0.12 23.37 0.11 81.79 - - ----- - 0.12 ----- _---- --- ---- 0.12 23.38 0.11 81.79 ---- - _--- - 0.12 --- - ---- ---- 0.12 23.40 0.11 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.42 0.11 81.79 ----- ---- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.43 0.11 81.79 --- -- ---- ---- 0.12 ----- ---- ----- ---- 0.12 23.45 0.11 81.79 - - ---- --- 0.12 ---- ----- ---- ----- 0.12 23.47 0.11 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.48 0.11 81.79 ---- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.50 0.11 81.79 ---- - ---- --- 0.12 --- ----- ---- ----- 0.12 23.52 0.11 81.79 ---- - - - 0.12 ---- -- ---- ---- 0.12 23.53 0.11 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.55 0.11 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.57 0.11 81.79 ---- - ---- ----- 0.12 ----- ----- --_ ----- 0.12 Continues on next page... EXIST DISCH.WL Page 9 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 23.58 0.11 81.79 ----- --- ----- ----- 0.12 ---- ---- -- ----- 0.12 23.60 0.11 81.79 ---- ----- ----- ---- 0.12 ---- ----- ----- -- 0.12 23.62 0.11 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.63 0.11 81.79 ----- ----- ----- ----- 0.12 ---- ----- ----- ----- 0.12 23.65 0.11 81.79 ----- --- ----- - 0.12 ----- -_- -- ----- 0.12 23.67 0.11 81.79 ----- - --- - 0.12 ---- ---- - --- 0.12 23.68 0.11 81.79 ----- ---- ----- ----- 0.12 ----- ----- ----- ---- 0.12 23.70 0.11 81.79 ----- ---- ----- ---- 0.12 ----- ----- ----- ----- 0.12 23.72 0.11 81.79 ---- --- ---- ---- 0.12 --_ ---- -- ----- 0.12 23.73 0.11 81.79 ---- ---- --- ---- 0.12 0.12 23.75 0.11 81.79 ----- ----- ----- ---- 0.12 ----- ---- ----- ----- 0.12 23.77 0.10 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.78 0.10 81.79 --- ---- ---- ---- 0.12 ---- ---- --- -- 0.12 23.80 0.10 81.79 ---- - ---- --- 0.12 ----- -- --- - 0.12 23.82 0.10 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.83 0.10 81.79 ----- ----- ----- ----- 0.12 ----- ---- ----- ----- 0.12 23.85 0.10 81.79 ----- ---- --- ---- 0.12 ----- --- --- --- 0.12 23.87 0.10 81.79 ---- --- --- -- 0.12 -- --- ---- ---- 0.12 23.88 0.10 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.90 0.10 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ----- 0.12 23.92 0.10 81.79 ---- ---- ---- ----- 0.12 ----- - ---_ ----- 0.12 23.93 0.10 81.79 ----- - ---- --- 0.12 --- ---- ----- ---- 0.12 23.95 0.10 81.79 ----- ----- ----- ----- 0.12 ----- ----- ----- ---- 0.12 23.97 0.10 81.79 ----- ----- ---- ----- 0.12 ----- ----- ----- ----- 0.12 23.98 0.10 81.79 ---- ---- ---- ---- 0.12 ---- ----- ----- ---- 0.12 24.00 0.00 81.79 --- - ---- -- 0.11 ---- ---- - - 0.11 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 2 EXIST DISCH. WL Hydrograph type = Reservoir Peak discharge = 0.42 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = EX WL ON SITE Max. Elevation = 81.85 ft Max. Storage = 17,461 cuft Storage Indication method used. Outflow hydrograph volume=8,473 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A CIv B Clv C Civ D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 14.67 0.57 81.81 ---- ----- ----- ----- 0.22 ---- --- ----- ---- 0.22 14.68 0.57 81.82 ----- ---- ---- ---- 0.22 ----- --- ----- ---- 0.22 14.70 0.56 81.82 ---- - ----- ---- 0.23 -- ---- - - 0.23 14.72 0.56 81.82 ---- ---- --- --- 0.24 ----- - - -- 0.24 14.73 0.56 81.82 ----- ----- ----- ----- 0.24 ----- ----- ----- ----- 0.24 14.75 0.56 81.82 ----- ----- --- ----- 0.25 ---- ----- ----- ----- 0.25 14.77 0.55 81.82 ---- --- ---- --- 0.26 ----- ---- ----- --- 0.26 14.78 0.55 81.82 --- - - --- 0.26 --- - --- ---- 0.26 14.80 0.55 81.83 ----- ---- ----- ---- 0.27 ----- ----- ----- ----- 0.27 14.82 0.55 81.83 ----- ----- ----- ----- 0.27 ----- ----- ----- ----- 0.27 14.83 0.54 81.83 ----- - ----- --- 0.28 ----- ----- ---- - 0.28 14.85 0.54 81.83 ----- -- -_--- ----- 0.29 ----- ----- --- ----- 0.29 14.87 0.54 81.83 ----- ----- ----- ----- 0.29 ----- ----- ----- ----- 0.29 14.88 0.54 81.83 ----- ----- ---- ----- 0.30 ----- ----- ----- ----- 0.30 14.90 0.53 81.83 -- ---- ----- -- 0.30 --- - ---- ---- 0.30 14.92 0.53 81.83 ----- --- ---- - 0.31 -- - - -- 0.31 14.93 0.53 81.83 ----- ----- ---- ----- 0.31 ----- ----- ----- ----- 0.31 14.95 0.53 81.83 ----- ----- ----- ----- 0.32 ----- ----- ----- ---- 0.32 14.97 0.53 81.83 -- -- -- --- 0.32 ---- - - ----- 0.32 14.98 0.52 81.84 --- - -- - 0.33 ---- - - - 0.33 15.00 0.52 81.84 ----- ----- ----- ----- 0.33 ----- ----- ----- ----- 0.33 15.02 0.52 81.84 ----- ----- ---- ----- 0.34 --- ---- ----- ---- 0.34 15.03 0.52 81.84 ---- ----- --- -- 0.34 -- -- ---- -- 0.34 15.05 0.52 81.84 - -- - - 0.35 - - - - 0.35 15.07 0.51 81.84 ---- ---- ---- ---- 0.35 ----- -_- --- ---- 0.35 15.08 0.51 81.84 ----- --- ---- ----- 0.35 ----- ---- ----- ----- 0.35 15.10 0.51 81.84 ---- --- ---- - 0.36 --- - - - 0.36 15.12 0.51 81.84 ---- - - - 0.36 --- ---- - --- 0.36 15.13 0.51 81.84 ----- ----- ---- ---- 0.36 ----- ----- ----- ----- 0.36 15.15 0.50 81.84 ----- ----- ----- ----- 0.37 ----- ----- ----- ----- 0.37 15.17 0.50 81.84 --- ----- ----- ---- 0.37 -- -- -- ----- 0.37 15.18 0.50 81.84 --- - ---- - 0.37 --- - - - 0.37 15.20 0.50 81.84 ----- ---- ----- --- 0.38 ----- ----- ----- ----- 0.38 15.22 0.49 81.84 ----- --- ----- ----- 0.38 ----- ----- ----- ----- 0.38 15.23 0.49 81.85 ----- --- --- ---- 0.38 ---- ---- --- --- 0.38 15.25 0.49 81.85 -- --- ----- ----- 0.39 __- ____ ____ _-- 0.39 15.27 0.49 81.85 ----- ---- ----- ----- 0.39 ---- ----- ----- ----- 0.39 15.28 0.49 81.85 ----- ---- ----- ---- 0.39 ----- ----- ----- ----- 0.39 Continues on next page... EXIST DISCH.WL Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D ExHI Outflow (hrs) ds ft ds ds ds ds ds efs ds ds ds ds 15.30 0.48 81.85 ----- ----- ----- ----- 0.39 ----- ----- ----- ----- 0.39 15.32 0.48 81.85 ----- ----- ----- ----- 0.39 ---- ----- ----- ---- 0.39 15.33 0.48 81.85 ---- -- ----- ----- 0.40 ----- ----- -- ---- 0.40 15.35 0.48 81.85 - ---- ----- -- 0.40 ----- ----- ---- --- 0.40 15.37 0.48 81.85 ----- --- ----- ----- 0.40 ----- ----- ----- ----- 0.40 15.38 0.47 81.85 ----- ----- ----- ----- 0.40 ----- ----- ----- ----- 0.40 15.40 0.47 81.85 ---- -- ----- ---- 0.40 ---- ----- ---- ----- 0.40 15.42 0.47 81.85 --- - ---- ----- 0.41 ---- - - - 0.41 15.43 0.47 81.85 ----- ---- ----- ----- 0.41 ----- ----- ----- ---- 0.41 15.45 0.46 81.85 ----- ----- ----- ----- 0.41 ----- ---- ----- ----- 0.41 15.47 0.46 81.85 ---- ---- ----- --- 0.41 ---- --- -- ----- 0.41 15.48 0.46 81.85 - - --- ----- 0.41 ----- -- - - 0.41 15.50 0.46 81.85 ---- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 15.52 0.46 81.85 ----- ----- ----- ----- 0.41 ----- ---- ----- ----- 0.41 15.53 0.45 81.85 ----- - ----- - 0.41 - - -- - 0.41 15.55 0.45 81.85 - - ---- --- 0.42 - - - --- 0.42 15.57 0.45 81.85 ----- ----- ----- ----- 0.42 ----- ----- ----- ----- 0.42 15.58 0.45 81.85 ----- ----- ----- ----- 0.42 ----- ----- ----- ----- 0.42 15.60 0.45 81.85 ----- - ---- ----- 0.42 ---- ----- ----- -- 0.42 15.62 0.44 81.85 ----- - ----- ----- 0.42 ----- - - ---- 0.42 15.63 0.44 81.85 ----- ----- ----- ----- 0.42 ----- ----- ----- ----- 0.42 15.65 0.44 81.85 ----- ----- ----- ----- 0.42 ----- ----- ----- ----- 0.42 15.67 0.44 81.85 -- ---- ---- ---- 0.42 ----- ---- ---- - 0.42 15.68 0.43 81.85 - ---- --- ---- 0.42 ---- - ---- - 0.42 15.70 0.43 81.85 ----- ----- ----- ---- 0.42 ----- ----- ----- ----- 0.42 15.72 0.43 81.85 ----- ----- ----- ----- 0.42 ----- ----- ----- ----- 0.42 15.73 0.43 81.85 -- --- ----- ----- 0.42 ----- ---- ----- ----- 0.42 15.75 0.43 81.85 - - ---- -- 0.42 --- ---- --- - 0.42 15.77 0.42 81.85 << ----- ----- ----- ----- 0.42 ----- --- ----- ----- 0.42 15.78 0.42 81.85 << ----- ----- ---- ----- 0.42 ----- ----- ----- - 0.42<< 15.80 0.42 81.85<< - - --- ---- 0.42 - - - - 0.42 15.82 0.42 81.85 - - - - 0.42 - - - --- 0.42 15.83 0.41 81.85 --- ----- ----- ---- 0.42 ----- ----- ----- ----- 0.42 15.85 0.41 81.85 ----- ----- ---- ----- 0.42 ---- ----- ----- ----- 0.42 15.87 0.41 81.85 --- -- ---- ---- 0.42 - ----- ---- ----- 0.42 15.88 0.41 81.85 ---- ---- - - 0.42 - -- - - 0.42 15.90 0.41 81.85 ---- ----- ---- --- 0.42 ----- ---- ----- ----- 0.42 15.92 0.40 81.85 ----- ----- ----- ----- 0.42 ---- ---- ----- ----- 0.42 15.93 0.40 81.85 - - ---- - 0.42 - - ---- ----- 0.42 15.95 0.40 81.85 - - -- - 0.42 ---- ---- --- ----- 0.42 15.97 0.40 81.85 ----- ----- ----- ----- 0.42 ----- ----- ----- ----- 0.42 15.98 0.39 81.85 ----- ---- ----- ----- 0.42 ----- ----- ----- ----- 0.42 16.00 0.39 81.85 ---- ---- --- --- 0.42 - ----- --- --- 0.42 16.02 0.39 81.85 ----- ---- - --- 0.42 ----- ----- ---- ---- 0.42 16.03 0.39 81.85 ----- ----- ----- ----- 0.42 ----- ----- ----- ----- 0.42 16.05 0.39 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 16.07 0.38 81.85 ----- ---- - ---- 0.41 ----- ----- ----- ----- 0.41 16.08 0.38 81.85 -- - ----- ----- 0.41 - ---- ---- ---- 0.41 16.10 0.38 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 16.12 0.38 81.85 ----- ---- ---- ----- 0.41 ----- ---- ----- ----- 0.41 16.13 0.37 81.85 --- ----- ----- - 0.41 ----- -- - - 0.41 Continues on next page... EXIST DISCH.WL 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 16.15 0.37 81.85 ----- ----- ----- ---- 0.41 ----- ----- ----- ----- 0.41 16.17 0.37 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 16.18 0.37 81.85 ---- --- ----- --- 0.41 ---- --- --_ -- 0.41 16.20 0.37 81.85 ----- --- --- ----- 0.41 ---- ----- ----- ----- 0.41 16.22 0.36 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 16.23 0.36 81.85 ----- ----- ----- ----- 0.40 ----- ---- ----- ---- 0.40 16.25 0.36 81.85 ---- ---- ---- ---- 0.40 ---- ---- ---- - 0.40 16.27 0.36 81.85 ----- --- ----- ----- 0.40 ---- ---- --- ----- 0.40 16.28 0.36 81.85 ----- ----- ----- ----- 0.40 ----- ----- ----- ----- 0.40 16.30 0.35 81.85 ----- ----- ---- ----- 0.40 ---- ----- ----- ----- 0.40 16.32 0.35 81.85 --- --- ----- --- 0.40 ---- -- --- ---- 0.40 16.33 0.35 81.85 ----- ----- --- ---- 0.40 ----- ---- --- -- 0.40 16.35 0.35 81.85 ---- ----- ----- ----- 0.40 ----- ----- ----- ---- 0.40 16.37 0.35 81.85 ----- ---- ---- ----- 0.40 --- ----- ----- ----- 0.40 16.38 0.34 81.85 --- --- -- --- 0.39 --- --- ----- ---- 0.39 16.40 0.34 81.85 ---- --- ---- ----- 0.39 ---- ----- -- ----- 0.39 16.42 0.34 81.85 ----- ----- ----- ---- 0.39 ----- ----- ----- ---- 0.39 16.43 0.34 81.85 ----- ----- ----- ----- 0.39 --- ----- ----- --- 0.39 16.45 0.34 81.85 --- -- ---- --- 0.39 --- ---- ---- ---- 0.39 16.47 0.34 81.85 ----- ----- --- ---- 0.39 ---- ---- ----- ----- 0.39 16.48 0.33 81.85 ---- ----- ----- ----- 0.39 ----- ----- ----- ----- 0.39 16.50 0.33 81.85 ----- ----- ---- ----- 0.39 ----- ----- ----- ----- 0.39 16.52 0.33 81.85 --- ----- --- ----- 0.38 ----- -- ----- --- 0.38 16.53 0.33 81.85 ---- -- ---- ---- 0.38 ----- --- ---- --- 0.38 16.55 0.33 81.84 ----- ----- ----- ----- 0.38 ----- ----- ----- ----- 0.38 16.57 0.33 81.84 ----- ---- ----- ----- 0.38 ----- ----- ----- ----- 0.38 16.58 0.32 81.84 ---- -- --- 0.38 --- --- ---- ----- 0.38 16.60 0.32 81.84 -- - --- ---- 0.38 ----- - - - 0.38 16.62 0.32 81.84 ----- ----- ---- ---- 0.38 ----- ----- ----- ----- 0.38 16.63 0.32 81.84 ----- ----- ---- ---- 0.38 ----- ----- ----- ----- 0.38 16.65 0.32 81.84 -- ---- -- ---- 0.37 -- - ---- --- 0.37 16.67 0.32 81.84 -__ -- ---_ 0.37 --- ---- -- -- 0.37 16.68 0.32 81.84 ---- ----- ----- ----- 0.37 ----- ----- ----- ----- 0.37 16.70 0.32 81.84 ----- ---- ----- ---- 0.37 ---- ---- ----- ----- 0.37 16.72 0.31 81.84 ---- ----- ---- ----- 0.37 -- - - ---- 0.37 16.73 0.31 81.84 --- - ---- ---- 0.37 --- ---- --- - 0.37 16.75 0.31 81.84 ----- ----- --- ----- 0.37 ----- ----- ----- ----- 0.37 16.77 0.31 81.84 ----- ---- ----- ----- 0.36 ----- ---- ----- ---- 0.36 16.78 0.31 81.84 ----- - ---- -- 0.36 --- -- -- - 0.36 16.80 0.31 81.84 --- -- --- -- 0.36 ----- -- --- - 0.36 16.82 0.31 81.84 ---- ---- ----- ----- 0.36 ----- ----- ----- ----- 0.36 16.83 0.31 81.84 ----- ----- ----- ----- 0.36 ----- ----- ----- ----- 0.36 16.85 0.30 81.84 ---- ----- --- ---- 0.36 ---- -- ----- -- 0.36 16.87 0.30 81.84 ----- -- ---- ----- 0.36 ----- -- -- --- 0.36 16.88 0.30 81.84 ---- ----- --- ----- 0.36 ---- ----- ----- ----- 0.36 16.90 0.30 81.84 ----- ----- ---- ----- 0.35 ----- ----- ----- ----- 0.35 16.92 0.30 81.84 ----- ----- ---- --- 0.35 --- ----- --- ----- 0.35 16.93 0.30 81.84 ----- ---- --- ---- 0.35 -- - --- ---- 0.35 16.95 0.30 81.84 ----- ---- ----- ----- 0.35 ----- ---- ----- ----- 0.35 16.97 0.30 81.84 ----- ----- ----- ----- 0.35 ----- ---- ----- ----- 0.35 16.98 0.30 81.84 ---- ----- -- --- 0.35 ----- ---- ---- -- 0.35 Continues on next page... EXIST DISCH.WL Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D ExH1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.00 0.30 81.84 ----- ----- ----- ----- 0.35 ----- ----- ----- ----- 0.35 17.02 0.29 81.84 ----- ----- ----- ----- 0.35 ----- ----- ---- ----- 0.35 17.03 0.29 81.84 -- - --- --- 0.34 ----- - -- --- 0.34 17.05 0.29 81.84 --_ -- ---- ---- 0.34 - - - -- 0.34 17.07 0.29 81.84 ----- ----- --- ----- 0.34 ----- ----- ----- ----- 0.34 17.08 0.29 81.84 ----- ----- ----- ----- 0.34 ---- ----- ----- ----- 0.34 17.10 0.29 81.84 --- ---- _- --- 0.34 ----- ---- -_ ----- 0.34 17.12 0.29 81.84 -- - --- -- 0.34 --- - ---- - 0.34 17.13 0.29 81.84 ----- ---- ----- ----- 0.34 ----- ----- ----- ----- 0.34 17.15 0.29 81.84 ----- ---- ----- ---- 0.34 ---- ----- ----- ----- 0.34 17.17 0.29 81.84 ---- - ---- --- 0.34 - - - - 0.34 17.18 0.28 81.84 ---- -- --- - 0.33 ----- --- - ---- 0.33 17.20 0.28 81.84 ----- ----- ----- ----- 0.33 ----- ----- ----- --- 0.33 17.22 0.28 81.84 ----- ---- ----- ----- 0.33 ---- ----- ----- ---- 0.33 17.23 0.28 81.84 ----- - ---- --- 0.33 - - -- - 0.33 17.25 0.28 81.84 --- - -- -- 0.33 - - - - 0.33 17.27 0.28 81.84 ----- ----- ---- ---- 0.33 ----- ----- ----- ----- 0.33 17.28 0.28 81.84 ----- --- ---- ----- 0.33 ----- ----- ----- ----- 0.33 17.30 0.28 81.84 ---- - - --- 0.33 --- --- ----- ----- 0.33 17.32 0.28 81.83 ---- -- ----- --- 0.32 -- - - - 0.32 17.33 0.28 81.83 ----- ----- ----- ----- 0.32 ----- ----- ----- ----- 0.32 17.35 0.27 81.83 ---- ----- ----- ----- 0.32 ----- ---- ----- ----- 0.32 17.37 0.27 81.83 ---- - -- 0.32 ---- ---- ---- ----- 0.32 17.38 0.27 81.83 --- -- --- --- 0.32 ----- - ---- - 0.32 17.40 0.27 81.83 ----- ----- ----- ---- 0.32 ----- ----- ----- ----- 0.32 17.42 0.27 81.83 ----- ----- ----- ----- 0.32 ----- ----- ----- ----- 0.32 17.43 0.27 81.83 --- --- --- --- 0.32 --- -- - ---- 0.32 17.45 0.27 81.83 ----- -- -- - 0.32 -- - - - 0.32 17.47 0.27 81.83 ----- ----- ---- ----- 0.31 ---- ----- ----- ----- 0.31 17.48 0.27 81.83 ----- ----- ----- ---- 0.31 ---- ----- ----- ----- 0.31 17.50 0.27 81.83 -- -- - - 0.31 - - - - 0.31 17.52 0.26 81.83 -- - ---- - 0.31 - - ---- - 0.31 17.53 0.26 81.83 ----- ----- ----- ----- 0.31 ---- -- ----- ----- 0.31 17.55 0.26 81.83 ----- --- ----- ---- 0.31 ---- ----- ----- ---- 0.31 17.57 0.26 81.83 -- - -- - 0.31 ---- - - ----- 0.31 17.58 0.26 81.83 ----- - - - 0.31 ----- --- - -- 0.31 17.60 0.26 81.83 ---- ---_ ---- ---- 0.31 ----- ----- ----- ---- 0.31 17.62 0.26 81.83 ----- ----- ----- ---- 0.30 ---- ---- ----- - 0.30 17.63 0.26 81.83 --- - - - 0.30 --- - - --- 0.30 17.65 0.26 81.83 - - - - 0.30 - - ----- - 0.30 17.67 0.26 81.83 ----- ----- ----- ---- 0.30 ----- ----- ----- ----- 0.30 17.68 0.25 81.83 ----- ----- ----- ----- 0.30 ----- ----- ----- ---- 0.30 17.70 0.25 81.83 ---- --- - - 0.30 --- - - ----- 0.30 17.72 0.25 81.83 ----- - - ---- 0.30 ---- -- - - 0.30 17.73 0.25 81.83 ----- ----- ----- ----- 0.30 ----- ----- ----- ----- 0.30 17.75 0.25 81.83 ----- ----- ----- ----- 0.30 ---- ----- ----- ----- 0.30 17.77 0.25 81.83 ---- -- _--- -- 0.29 ----- - ---- ----- 0.29 17.78 0.25 81.83 ----- - -- --- 0.29 -- -- - - 0.29 17.80 0.25 81.83 ----- ----- ----- ----- 0.29 ----- ----- ----- ----- 0.29 17.82 0.25 81.83 ----- ----- ---- ----- 0.29 ----- ----- ----- ----- 0.29 17.83 0.25 81.83 ----- - -- - 0.29 ----- - - ----- 0.29 Continues on next page... EXIST DISCH.WL Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Civ C Civ D Wr A Wr B Wr C Wr D EAl Outflow (hrs) efs ft efs Cfs efs Cfs efs Cfs efs efs cfs Cfs 17.85 0.24 81.83 ----- ----- ----- ----- 0.29 ----- ----- ----- ----- 0.29 17.87 0.24 81.83 ----- ----- ----- ----- 0.29 ----- ---- ----- ----- 0.29 17.88 0.24 81.83 ---- ----- ---- ---- 0.29 ---- --- ---- ----- 0.29 17.90 0.24 81.83 ----- ----- ---- ---- 0.29 --- -- - ----- 0.29 17.92 0.24 81.83 ----- ----- ----- ----- 0.28 ----- ----- ---- ----- 0.28 17.93 0.24 81.83 ----- ----- ----- ----- 0.28 ----- ----- ----- ----- 0.28 17.95 0.24 81.83 ---- - --- --- 0.28 - -- ----- ----- 0.28 17.97 0.24 81.83 ----- - --- ----- 0.28 - ---- --- ----- 0.28 17.98 0.24 81.83 ----- ---- ----- ----- 0.28 ----- ----- ----- ---- 0.28 18.00 0.24 81.83 ----- ---- ----- ----- 0.28 ----- ----- ----- ----- 0.28 18.02 0.23 81.83 0.28 --- _- - ---- 0.28 18.03 0.23 81.83 - ----- --- --- 0.28 - --- ---- - 0.28 18.05 0.23 81.83 ----- ---- ---- ----- 0.28 ----- ----- ----- ----- 0.28 18.07 0.23 81.83 ----- ---- ----- ----- 0.28 ---- ----- ----- ---- 0.28 18.08 0.23 81.83 ----- - ---- - 0.27 --- - ---- -- 0.27 18.10 0.23 81.83 ----- ----- ---- - 0.27 - -- --- ---- 0.27 18.12 0.23 81.83 ---- ----- ---- ---- 0.27 ----- ---- ----- ----- 0.27 18.13 0.23 81.83 ----- ----- ----- ----- 0.27 ----- ----- ----- ---- 0.27 18.15 0.23 81.83 -_- _--- ---- ---- 0.27 ----- ---- ----- ----- 0.27 18.17 0.23 81.83 -- _---- ---- - 0.27 - -- ----- ----- 0.27 18.18 0.22 81.83 ----- ----- ----- ----- 0.27 ----- ----- ----- ----- 0.27 18.20 0.22 81.82 ----- ----- ---- ----- 0.27 ----- ----- ----- ----- 0.27 18.22 0.22 81.82 --- --- --- ---- 0.27 --__ ----- - ---- 0.27 18.23 0.22 81.82 - -- -- -- 0.27 ---- --- - ---- 0.27 18.25 0.22 81.82 ----- ----- ----- ----- 0.26 ----- ----- ----- ----- 0.26 18.27 0.22 81.82 ---- ----- ----- ---- 0.26 ----- ----- ----- ----- 0.26 18.28 0.22 81.82 ----- - ---- ----- 0.26 --- ----- - ---- 0.26 18.30 0.22 81.82 ----- - ----- -- 0.26 - ----- - ----- 0.26 18.32 0.22 81.82 ----- ---- --- ----- 0.26 ----- ----- ----- ----- 0.26 18.33 0.22 81.82 ----- ---- ---- ----- 0.26 ----- ---- ----- ----- 0.26 18.35 0.22 81.82 ---- ----- ---- ----- 0.26 --- --- --- ---- 0.26 18.37 0.21 81.82 --- -- ---- - 0.26 --- - - ----- 0.26 18.38 0.21 81.82 ----- ----- ----- ----- 0.26 ----- ----- ----- ----- 0.26 18.40 0.21 81.82 ---- ---- ----- ----- 0.26 --- ----- ----- ---- 0.26 18.42 0.21 81.82 --- --- ----- --- 0.26 -- --- --- ----- 0.26 18.43 0.21 81.82 - - ----- - 0.25 ---- -- - --- 0.25 18.45 0.21 81.82 ---- ---- ---- ---- 0.25 ----- ----- ----- ---- 0.25 18.47 0.21 81.82 ----- ----- ----- ----- 0.25 ----- ----- ---- ----- 0.25 18.48 0.21 81.82 - - - - 0.25 - - - ----- 0.25 18.50 0.21 81.82 -- - ---- - 0.25 - - - - 0.25 18.52 0.21 81.82 ----- ----- ----- ----- 0.25 ----- ----- ----- ----- 0.25 18.53 0.21 81.82 ----- ----- ----- ----- 0.25 ---- ----- ----- ----- 0.25 18.55 0.21 81.82 ----- - --- ----- 0.25 ----- -- --- -- 0.25 18.57 0.21 81.82 - - -- - 0.25 ---- ----- --- ----- 0.25 18.58 0.21 81.82 ----- ----- ----- ----- 0.25 ----- ----- ----- ----- 0.25 18.60 0.21 81.82 ----- ----- ----- ----- 0.25 ----- ----- ----- ----- 0.25 18.62 0.20 81.82 --- --- ---- - 0.25 - ----- ----- --- 0.25 18.63 0.20 81.82 - --- --- - 0.24 --- ---- ---- --- 0.24 18.65 0.20 81.82 ----- ----- ----- ----- 0.24 ----- ----- ----- ----- 0.24 18.67 0.20 81.82 ----- ----- ----- ----- 0.24 ----- ----- ----- ----- 0.24 18.68 0.20 81.82 -- - --- - 0.24 - ----- - -- 0.24 Continues on next page... EXIST DISCH.WL Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 18.70 0.20 81.82 ----- --- ---_ ---- 0.24 ----- --- ---- ---- 0.24 18.72 0.20 81.82 --- --- -_ ----- 0.24 _- ----- - - 0.24 18.73 0.20 81.82 -- ----- ----- ----- 0.24 ----- ----- ----- ----- 0.24 18.75 0.20 81.82 ----- ----- ----- ----- 0.24 ----- ----- ----- ----- 0.24 18.77 0.20 81.82 ---- --- --- --- 0.24 ----- ---_ --- -- 0.24 18.78 0.20 81.82 - - -__ -- 0.24 ---- __-- - - 0.24 18.80 0.20 81.82 ----- ----- ----- ----- 0.24 --- ----- ----- ----- 0.24 18.82 0.20 81.82 ----- ---- --- ----- 0.24 --- ----- ----- ----- 0.24 18.83 0.20 81.82 ----- ---- --- - 0.24 - -- --- ----- 0.24 18.85 0.20 81.82 ---- - --- -- 0.23 - - - -_ 0.23 18.87 0.20 81.82 ----- ----- ----- ----- 0.23 --- ----- ----- ---- 0.23 18.88 0.20 81.82 ----- ----- ----- ----- 0.23 ----- ----- ----- ---- 0.23 18.90 0.20 81.82 --- -- --- ---- 0.23 ----- - -- - 0.23 18.92 0.20 81.82 - - ---_ -- 0.23 - - - -- 0.23 18.93 0.20 81.82 ----- ----- ----- ----- 0.23 ---- ----- ----- ---- 0.23 18.95 0.20 81.82 ----- ----- ----- ----- 0.23 ---- ----- ----- ----- 0.23 18.97 0.20 81.82 ----- -- --- --- 0.23 _- ----- - ---- 0.23 18.98 0.20 81.82 ----- ---_ -_ --- 0.23 ---- ----- --- ---- 0.23 19.00 0.20 81.82 ----- ----- ----- ----- 0.23 ----- ----- ----- ----- 0.23 19.02 0.20 81.82 ----- ----- 0.23 ----- ----- ---- ---- 0.23 19.03 0.20 81.82 --- ---- ---- ----- 0.23 ---- --- --- --- 0.23 19.05 0.19 81.82 -- ---- --- ---- 0.23 0.23 19.07 0.19 81.82 ----- ----- ----- ----- 0.23 ----- ----- ----- ---- 0.23 19.08 0.19 81.82 ----- ----- ----- ----- 0.23 ----- ----- ----- ----- 0.23 19.10 0.19 81.82 ----- ---- ----- ----- 0.22 _-- ----- ----- ----- 0.22 19.12 0.19 81.82 ----- ---- ---- ---- 0.22 ----- - - - 0.22 19.13 0.19 81.82 ----- ---- ----- ----- 0.22 ----- ----- ----- ----- 0.22 19.15 0.19 81.82 ----- ---- ----- ----- 0.22 ----- ----- ----- ----- 0.22 19.17 0.19 81.82 - - ---- - 0.22 --- - --- - 0.22 19.18 0.19 81.82 - - --- - 0.22 -- ---- - - 0.22 19.20 0.19 81.82 ----- ----- ----- ----- 0.22 ----- ----- ----- --- 0.22 19.22 0.19 81.82 ----- ----- ----- ----- 0.22 ---- ----- ----- ----- 0.22 19.23 0.19 81.82 -- - ----- -- 0.22 --- --- -- ----- 0.22 19.25 0.19 81.82 - - ---- - 0.22 - - - --- 0.22 19.27 0.19 81.82 ----- ----- ----- ----- 0.22 ---- ----- ----- ----- 0.22 19.28 0.19 81.81 ----- ----- ----- ----- 0.22 ----- ----- ----- ---- 0.22 19.30 0.19 81.81 -- -- -- - 0.22 - - --- - 0.22 19.32 0.19 81.81 - ----_ - - 0.22 - - - -- 0.22 19.33 0.19 81.81 --- ----- _---- ---- 0.22 ---- ---- ----- ----- 0.22 19.35 0.19 81.81 ---- ----- ---- ----- 0.22 ----- ----- ----- ---- 0.22 19.37 0.19 81.81 ---- ----- ---- -- 0.22 ---- ----- ----- - 0.22 19.38 0.19 81.81 -- ---- --- - 0.21 --- - -- --- 0.21 19.40 0.19 81.81 ----- ----- --- ----- 0.21 ----- ---- ----- ----- 0.21 19.42 0.19 81.81 ----- ----- ----- ----- 0.21 ---- ----- ----- ---- 0.21 19.43 0.19 81.81 --- --- -- -- 0.21 - ---- --- - 0.21 19.45 0.19 81.81 ----- - -- -- 0.21 - ----- - ----- 0.21 19.47 0.19 81.81 ----- ----- ----- ----- 0.21 ----- ----- ----- ----- 0.21 19.48 0.19 81.81 ----- ----- ---- ----- 0.21 ----- ----- ----- ----- 0.21 19.50 0.19 81.81 ---- ----- ----- ----- 0.21 ---- ---- - - 0.21 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 3 EX. ONSITE LOW Hydrograph type = SCS Runoff Peak discharge = 0.05 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.18 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = USER Time of conc. (Tc) = 8.4 min Total precip. = 3.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=266 cuft Hydrograph Discharge Table Time --Outflow (hrs cfs) 12.07 0.02 12.08 0.03 12.10 0.04 12.12 0.04 12.13 0.04 12.15 0.04 12.17 0.05 12.18 0.05 12.20 0.05 12.22 0.04 12.23 0.04 12.25 0.04 12.27 0.04 12.28 0.04 12.30 0.04 12.32 0.04 12.33 0.04 12.35 0.04 12.37 0.04 12.38 0.04 12.40 0.03 12.42 0.03 12.43 0.03 12.45 0.03 12.47 0.03 12.48 0.03 12.50 0.03 12.52 0.03 12.53 0.02 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 3 EX. ONSITE LOW Hydrograph type = SCS Runoff Peak discharge = 0.19 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.18 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 8.4 min Total precip. = 4.70 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=736 cuft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.02 0.10 12.03 0.12 12.05 0.13 12.07 0.15 12.08 0.17 12.10 0.18 12.12 0.19 12.13 0.19 << 12.15 0.19 12.17 0.18 12.18 0.17 12.20 0.16 12.22 0.16 12.23 0.15 12.25 0.14 12.27 0.13 12.28 0.12 12.30 0.12 12.32 0.11 12.33 0.11 12.35 0.11 12.37 0.10 12.38 0.10 12.40 0.10 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 3 EX. ONSITE LOW Hydrograph type = SCS Runoff Peak discharge = 0.28 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.18 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 8.4 min Total precip. = 5.50 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=1,045 cuft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.02 0.16 12.03 0.19 12.05 0.21 12.07 0.24 12.08 0.26 12.10 0.27 12.12 0.28 12.13 0.28 << 12.15 0.28 12.17 0.27 12.18 0.25 12.20 0.24 12.22 0.22 12.23 0.21 12.25 0.20 12.27 0.19 12.28 0.18 12.30 0.17 12.32 0.16 12.33 0.16 12.35 0.15 12.37 0.15 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 3 EX. ONSITE LOW Hydrograph type = SCS Runoff Peak discharge = 0.37 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.18 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 8.4 min Total precip. = 6.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=1,339 cult Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.00 0.19 12.02 0.22 12.03 0.25 12.05 0.29 12.07 0.32 12.08 0.35 12.10 0.36 12.12 0.37<< 12.13 0.37 12.15 0.36 12.17 0.35 12.18 0.33 12.20 0.31 12.22 0.29 12.23 0.27 12.25 0.25 12.27 0.24 12.28 0.22 12.30 0.21 12.32 0.20 12.33 0.20 12.35 0.19 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 3 EX. ONSITE LOW Hydrograph type = SCS Runoff Peak discharge = 0.47 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.18 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 8.4 min Total precip. = 6.90 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=1,652 cuft Hydrograph Discharge Table Time --Outflow (hrs cfs) 12.00 0.24 12.02 0.28 12.03 0.32 12.05 0.37 12.07 0.41 12.08 0.44 12.10 0.46 12.12 0.47 << 12.13 0.47 12.15 0.45 12.17 0.43 12.18 0.41 12.20 0.38 12.22 0.36 12.23 0.33 12.25 0.31 12.27 0.29 12.28 0.27 12.30 0.26 12.32 0.25 12.33 0.24 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 4 EX.SPILLOVER-BROOK Hydrograph type = Reservoir Peak discharge = 0.00 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 3 Reservoir name = LOW AREA Max. Elevation = 82.21 ft Max. Storage = 183 cuft Storage Indication method used. Outflow hydrograph volume=87 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs ds cfs cfs cfs cfs cfs cfs cfs efs 16.08 0.01 82.20 - - - - 0.00 - - - - 0.00 16.10 0.01 82.20 - - -- -- 0.00 -- -- -- -- 0.00 16.12 0.01 82.20 - - - - 0.00 - - - - 0.00 16.13 0.01 82.20 - - - - 0.00 - - - 0.00 16.15 0.01 82.20 - - ---- - 0.00 - - - - 0.00 16.17 0.01 82.20 - -- ---- -- 0.00 - --- ---- - 0.00 16.18 0.00 82.20 - - - - 0.00 - - - - 0.00 16.20 0.00 82.20 - - - - 0.00 - - - - 0.00 16.22 0.00 82.20 - -- - ----- 0.00 - ----- --- ---- 0.00 16.23 0.00 82.20 ----- -- -- ---- 0.00 ----- ___- _- __- 0.00 16.25 0.00 82.20 - - - - 0.00 - - - - 0.00 16.27 0.00 82.20 - - - - 0.00 - - - - 0.00 16.28 0.00 82.20 --- - - - 0.00 - - - --- 0.00 16.30 0.00 82.20 --- - --- ---- 0.00 --_ - -- - 0.00 16.32 0.00 82.20 - - - - 0.00 - - - - 0.00 16.33 0.00 82.20 - - - - 0.00 - - - - 0.00 16.35 0.00 82.20 - - - - 0.00 - - ----- -- 0.00 16.37 0.00 82.20 - -- - - 0.00 - -- --- ---- 0.00 16.38 0.00 82.20 - - - - 0.00 - - - - 0.00 16.40 0.00 82.20 - - - - 0.00 - - - 0.00 16.42 0.00 82.20 - - - - 0.00 - - - - 0.00 16.43 0.00 82.20 ---- - - - 0.00 -- -- -- ----- 0.00 16.45 0.00 82.20 - - - - 0.00 - - - - 0.00 16.47 0.00 82.20 - - - - 0.00 - - - - 0.00 16.48 0.00 82.20 - - - - 0.00 - - - - 0.00 16.50 0.00 82.20 ----- -- -- --- 0.00 - - - - 0.00 16.52 0.00 82.20 - - - - 0.00 - - - - 0.00 16.53 0.00 82.20 - - - - 0.00 - - - - 0.00 16.55 0.00 82.20 - - - ---- 0.00 - - - - 0.00 16.57 0.00 82.20 - - - - 0.00 - - -- - 0.00 16.58 0.00 82.20 - - - - 0.00 - - - - 0.00 16.60 0.00 82.20 - - - - 0.00 - - - - 0.00 16.62 0.00 82.20 ---- - - 0.00 - - - - 0.00 16.63 0.00 82.20 - - - - 0.00 -- - -- ----- 0.00 16.65 0.00 82.20 - - - - 0.00 - - - - 0.00 16.67 0.00 82.20 - - - - 0.00 - - - - 0.00 16.68 0.00 82.20 - - -- - 0.00 - - - --- 0.00 16.70 0.00 82.21 ---- --- --- --- 0.00 - ----- -- -- 0.00 Continues on next page... EX.SPILLOVER-BROOK Page 2 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 16.72 0.00 82.21 ---- ----- ---- _-- 0.00 0.00 16.73 0.00 82.21 ----- ----- 0.00 ----- ---- ----- ---- 0.00 16.75 0.00 82.21 - - - - 0.00 - - - - 0.00 16.77 0.00 82.21 - - - - 0.00 - - - - 0.00 16.78 0.00 82.21 ----- ----- ---- 0.00 ---- ----- ----- ----- 0.00 16.80 0.00 82.21 0.00 0.00 16.82 0.00 82.21 - - - - 0.00 - - - - 0.00 16.83 0.00 82.21 - - - - 0.00 - - - - 0.00 16.85 0.00 82.21 ----- - - - 0.00 ---- ---- ---- --- 0.00 16.87 0.00 82.21 ----- - ---- --- 0.00 -- ----- ___ W__ 0.00 16.88 0.00 82.21 - - - - 0.00 - - - - 0.00 16.90 0.00 82.21 - - - - 0.00 - - - - 0.00 16.92 0.00 82.21 --- - --- - 0.00 - - ---- _-- 0.00 16.93 0.00 82.21 --- - - - 0.00 - - ---- - 0.00 16.95 0.00 82.21 - - - - 0.00 - - - - 0.00 16.97 0.00 82.21 - - - - 0.00 - - - - 0.00 16.98 0.00 82.21 ---- - - - 0.00 ---- - ---- ---- 0.00 17.00 0.00 82.21 -- -_ -- ---- 0.00 0.00 17.02 0.00 82.21 - - - - 0.00 - - - - 0.00 17.03 0.00 82.21 - - - - 0.00 - - - - 0.00 17.05 0.00 82.21 ----- - - ----- 0.00 ---- - ----- ----- 0.00 17.07 0.00 82.21 ----- --_ ----- ----- 0.00 ---- ---- ----- -_-- 0.00 17.08 0.00 82.21 - - - - 0.00 - - - - 0.00 17.10 0.00 82.21 - - - - 0.00 - - - - 0.00 17.12 0.00 82.21 -- -- - - - 0.00 - ----- ----- - 0.00 17.13 0.00 82.21 - - - - 0.00 _--- ----- ----- ---- 0.00 17.15 0.00 82.21 - - - - 0.00 - - - - 0.00 17.17 0.00 82.21 - - - - 0.00 - - - - 0.00 17.18 0.00 82.21 - -- - - 0.00 -- - ---- - 0.00 17.20 0.00 82.21 - - - - 0.00 - - -- --- 0.00 17.22 0.00 82.21 - - - - 0.00 - - - - 0.00 17.23 0.00 82.21 - - - - 0.00 - - - - 0.00 17.25 0.00 82.21 - - - - 0.00 - - - - 0.00 17.27 0.00 82.21 << ---- --- ---- 0.00 ---_ - - - 0.00 17.28 0.00 82.21 << - - - - 0.00 - - - - 0.00 17.30 0.00 82.21 << -- - - - 0.00 - - - - 0.00 17.32 0.00 82.21 << --_ --- --- 0.00 - - - - 0.00<< 17.33 0.00 82.21 << --- --- -- - 0.00 - - - - 0.00 17.35 0.00 82.21 << -- - - - 0.00 - - - - 0.00 17.37 0.00 82.21 << --- - - - 0.00 - - - - 0.00 17.38 0.00 82.21 << ----- --- ---- --- 0.00 - - ---- - 0.00 17.40 0.00 82.21 --_ - - ---_ 0.00 - - - - 0.00 17.42 0.00 82.21 - - --- - 0.00 - - - - 0.00 17.43 0.00 82.21 - - ----- - 0.00 - - - - 0.00 17.45 0.00 82.21 ----- - ----- - 0.00 - - ----- - 0.00 17.47 0.00 82.21 ----- - ---- - 0.00 0.00 17.48 0.00 82.21 - - - - 0.00 - - - - 0.00 17.50 0.00 82.21 - - - - 0.00 - - - - 0.00 17.52 0.00 82.21 - - ----- - 0.00 ---_ - _-- - 0.00 17.53 0.00 82.21 ----- -- ----- ----- 0.00 ---- - ----- _--- 0.00 17.55 0.00 82.21 - - - - 0.00 - - - - 0.00 Continues on next page... EKSPILLOVER-BROOK Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EA1 Outflow (hrs) efs ft cfs cfs cfs cfs cfs cfs efs cfs cfs cfs 17.57 0.00 82.21 ----- --- -- ----- 0.00 ----- ----- ----- --- 0.00 17.58 0.00 82.21 ----- -__-- ----- ----- 0.00 ----- ----- -_-- ----- 0.00 17.60 0.00 82.21 -_ - - - 0.00 - - - - 0.00 17.62 0.00 82.21 - -- - - 0.00 - - - - 0.00 17.63 0.00 82.21 ----- - -- - 0.00 -- ----- ----- ----- 0.00 17.65 0.00 82.21 ----- ----- --- 0.00 -- --- ---- ----- 0.00 17.67 0.00 82.21 - - - - 0.00 - - - - 0.00 17.68 0.00 82.21 - - - - 0.00 - - - - 0.00 17.70 0.00 82.21 _-- --- -- --- 0.00 - --- ---- -- 0.00 17.72 0.00 82.21 ---- ----- -_ ---- 0.00 --- ----- ----- ----- 0.00 17.73 0.00 82.21 - - - - 0.00 - - - - 0.00 17.75 0.00 82.21 - - - - 0.00 - - - - 0.00 17.77 0.00 82.21 - --- - ----- 0.00 - -- ---- ---- 0.00 17.78 0.00 82.21 - - --- --- 0.00 _W - _-- W__ 0.00 17.80 0.00 82.21 - - - - 0.00 - - - - 0.00 17.82 0.00 82.21 - - - - 0.00 - - - - 0.00 17.83 0.00 82.21 - - - - 0.00 - ---- - 0.00 17.85 0.00 82.21 ---- -- - - 0.00 ----- ---- ----- ---_ 0.00 17.87 0.00 82.21 - - - - 0.00 - - - - 0.00 17.88 0.00 82.21 - - - - 0.00 - - - - 0.00 17.90 0.00 82.21 ----- ----- ----- - 0.00 ----- - ---_ ----- 0.00 17.92 0.00 82.21 ---- --- ---- ----- 0.00 _-- ----- ---- -_-- 0.00 17.93 0.00 82.21 - - - - 0.00 - - - - 0.00 17.95 0.00 82.21 - - - - 0.00 - - - - 0.00 17.97 0.00 82.21 ---- - --- - 0.00 - - ----- - 0.00 17.98 0.00 82.21 ----- -- -- - 0.00 ---_ ___ -__ _-_ 0.00 18.00 0.00 82.21 - - - - 0.00 - - - - 0.00 18.02 0.00 82.21 - - - - 0.00 - - - - 0.00 18.03 0.00 82.21 - - - - 0.00 - - ---- ---- 0.00 18.05 0.00 82.21 --- - -- - 0.00 - - ---- ----- 0.00 18.07 0.00 82.21 - - - - 0.00 - - - - 0.00 18.08 0.00 82.21 - - - - 0.00 - - - - 0.00 18.10 0.00 82.21 - - - - 0.00 - -- - - 0.00 18.12 0.00 82.21 - - - - 0.00 - - ---- --- 0.00 18.13 0.00 82.21 - - - - 0.00 - - - - 0.00 18.15 0.00 82.21 - - - - 0.00 - - - - 0.00 18.17 0.00 82.21 - - - - 0.00 -- - - - 0.00 18.18 0.00 82.21 - - - - 0.00 - - ----- - 0.00 18.20 0.00 82.21 - - - - 0.00 - - - - 0.00 18.22 0.00 82.20 - - - - 0.00 - - - - 0.00 18.23 0.00 82.20 _--- - --- - 0.00 - - ----- - 0.00 18.25 0.00 82.20 -__ - - --- 0.00 -- - ----- --- 0.00 18.27 0.00 82.20 - - - - 0.00 - - - - 0.00 18.28 0.00 82.20 - - -- - 0.00 - - - - 0.00 18.30 0.00 82.20 ---- - - - 0.00 ----- - --- ----- 0.00 18.32 0.00 82.20 - -- ---- - 0.00 - -- ---- ---- 0.00 18.33 0.00 82.20 - - - - 0.00 - - - - 0.00 18.35 0.00 82.20 - - - - 0.00 - - - - 0.00 18.37 0.00 82.20 - ----- ---- - 0.00 --- - ----- - 0.00 18.38 0.00 82.20 - - - -- 0.00 - - -__- ---- 0.00 18.40 0.00 82.20 - - - - 0.00 - - - - 0.00 Continues on next page... EKSPILLOVER-BROOK Page 4 HYd 9 P ro ra h Discharge Table 9 Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D W1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs efs cfs cfs de cfs 18.42 0.00 82.20 ----- ---- ----- ----- 0.00 --- ---- ----- --- 0.00 18.43 0.00 82.20 --- ---- ---- ----- 0.00 _--- ----- ----- ----- 0.00 18.45 0.00 82.20 - - - --- 0.00 -- - - - 0.00 18.47 0.00 82.20 - - - - 0.00 - - - - 0.00 18.48 0.00 82.20 ----- ----- --_ ---- 0.00 - -- ----- ----- 0.00 18.50 0.00 82.20 ----- - --- ----- 0.00 - - --- ---- 0.00 18.52 0.00 82.20 - - - - 0.00 - - - - 0.00 18.53 0.00 82.20 - - - - 0.00 - - - - 0.00 18.55 0.00 82.20 --_- --- ---- - 0.00 __ _ - __- - 0.00 18.57 0.00 82.20 --_- -- ----- - 0.00 - - -_--- ---- 0.00 18.58 0.00 82.20 - - - - 0.00 - - - - 0.00 18.60 0.00 82.20 - - - - 0.00 - - - - 0.00 18.62 0.00 82.20 - - ---- --- 0.00 --- -- ---- -- 0.00 18.63 0.00 82.20 _--- --- -- ---- 0.00 ---- - ---- ----- 0.00 18.65 0.00 82.20 - - - - 0.00 - - - - 0.00 18.67 0.00 82.20 - - - - 0.00 - - - - 0.00 18.68 0.00 82.20 - - --- - 0.00 --- - ---- - 0.00 18.70 0.00 82.20 -- _--- -- ---- 0.00 --___ -_ _____ ___ 0.00 18.72 0.00 82.20 - - ----- - 0.00 - - - - 0.00 18.73 0.00 82.20 - - - - 0.00 - - - - 0.00 18.75 0.00 82.20 ----- ----- - ---- 0.00 ---- ----- ----- - 0.00 18.77 0.00 82.20 ---- -- ---- ----- 0.00 ---- ----- ----- --- 0.00 18.78 0.00 82.20 - - - - 0.00 - - - - 0.00 18.80 0.00 82.20 - - - - 0.00 - - - - 0.00 18.82 0.00 82.20 --_ - - ---- 0.00 - ---- ----- - 0.00 18.83 0.00 82.20 --- ---- ---- ---- 0.00 ----- ---- ----- ----- 0.00 18.85 0.00 82.20 - - - - 0.00 - - - - 0.00 18.87 0.00 82.20 - - - - 0.00 - - - - 0.00 18.88 0.00 82.20 - ---- - - 0.00 - - --- - 0.00 18.90 0.00 82.20 ----- - --- --- 0.00 -- ---- ----- --- 0.00 18.92 0.00 82.20 - - - - 0.00 - - - - 0.00 18.93 0.00 82.20 - - - - 0.00 - - - 0.00 18.95 0.00 82.20 - - - - 0.00 ---- - ---- --- 0.00 18.97 0.00 82.20 ----- - ---- --- 0.00 --- --- ---- -- 0.00 18.98 0.00 82.20 - - - - 0.00 - - - - 0.00 19.00 0.00 82.20 - - - - 0.00 - - - - 0.00 19.02 0.00 82.20 - - - - 0.00 - - - ---- 0.00 19.03 0.00 82.20 - -- - ----- 0.00 - - --- - 0.00 19.05 0.00 82.20 - - - - 0.00 - - - - 0.00 19.07 0.00 82.20 - - - - 0.00 - - - - 0.00 19.08 0.00 82.20 - ---- - - 0.00 ----- ----- ---- --- 0.00 19.10 0.00 82.20 ----- ---- -- --- 0.00 ---- ---- ----- ----- 0.00 19.12 0.00 82.20 - - - - 0.00 - - - - 0.00 19.13 0.00 82.20 - - - - 0.00 - - - - 0.00 19.15 0.00 82.20 --- ---- - - 0.00 - --- --- ----- 0.00 19.17 0.00 82.20 ---- - --- --- 0.00 ----- ---- ----- --- 0.00 19.18 0.00 82.20 - - - - 0.00 - - - - 0.00 19.20 0.00 82.20 - - - - 0.00 - - - - 0.00 19.22 0.00 82.20 ----- - ---- ----- 0.00 --- ----- ----- --- 0.00 19.23 0.00 82.20 --- --- --- - 0.00 - ----- ----- ---- 0.00 19.25 0.00 82.20 - - - - 0.00 - - - - 0.00 Continues on next page... EX.SPILLOVER-BROOK Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cis cfs cfs ds cis cis cis 19.27 0.00 82.20 - --- --- - 0.00 ---- ----- ---- ---- 0.00 19.28 0.00 82.20 --- ---- ---- --- 0.00 --- ----- ---- ----- 0.00 19.30 0.00 82.20 - - - - 0.00 ----- - - - 0.00 19.32 0.00 82.20 - - - - 0.00 - - - - 0.00 19.33 0.00 82.20 ----- - -- - 0.00 --- --- - --- 0.00 19.35 0.00 82.20 -- --- - -- 0.00 - ----- - --- 0.00 19.37 0.00 82.20 - - - - 0.00 - - - - 0.00 19.38 0.00 82.20 - - - - 0.00 - - - - 0.00 19.40 0.00 82.20 ---- - -- -- 0.00 -- - - ---- 0.00 19.42 0.00 82.20 --- - -- - 0.00 --- - - --- 0.00 19.43 0.00 82.20 - - - - 0.00 - - - - 0.00 19.45 0.00 82.20 - - - - 0.00 - - - - 0.00 19.47 0.00 82.20 - - ---- - 0.00 - --- - --- 0.00 19.48 0.00 82.20 --- -- - --- 0.00 ---- ----- ---- -- 0.00 19.50 0.00 82.20 - - - - 0.00 - - - - 0.00 19.52 0.00 82.20 - - - - 0.00 - - - - 0.00 19.53 0.00 82.20 -- - - - 0.00 - - --- ---- 0.00 19.55 0.00 82.20 - -- - - 0.00 - ---- ---- ----- 0.00 19.57 0.00 82.20 - - - - 0.00 - - - - 0.00 19.58 0.00 82.20 - - - - 0.00 - - - - 0.00 19.60 0.00 82.20 ----- ----- ---- ---- 0.00 ---- ----- ----- ----- 0.00 19.62 0.00 82.20 ---- -- ----- --- 0.00 ---- --- ----- ----- 0.00 19.63 0.00 82.20 - - --- - 0.00 - - - - 0.00 19.65 0.00 82.20 - - - - 0.00 ---- - - - 0.00 19.67 0.00 82.20 --- ----- ---- --- 0.00 --- - --- - 0.00 19.68 0.00 82.20 ----- -_ ___ -_ 0.00 ---- ---- ---- --- 0.00 19.70 0.00 82.20 - - - - 0.00 - - - - 0.00 19.72 0.00 82.20 - - - - 0.00 -- - - - 0.00 19.73 0.00 82.20 ----- - ---- - 0.00 ---- - ---- - 0.00 19.75 0.00 82.20 -_- - ----- ----- 0.00 --- --- ----- --- 0.00 19.77 0.00 82.20 - - - - 0.00 - - - - 0.00 19.78 0.00 82.20 - - - - 0.00 - - - - 0.00 19.80 0.00 82.20 - ----- -- - 0.00 -- - --- --- 0.00 19.82 0.00 82.20 --- - -- -- 0.00 -- -- --- -- 0.00 19.83 0.00 82.20 - - - - 0.00 - - - - 0.00 19.85 0.00 82.20 - - - - 0.00 - - - - 0.00 19.87 0.00 82.20 - - ---- - 0.00 - - - - 0.00 19.88 0.00 82.20 ---- - ---- ----- 0.00 --- - - - 0.00 19.90 0.00 82.20 - - - - 0.00 - - - - 0.00 19.92 0.00 82.20 - - - - 0.00 - - - - 0.00 19.93 0.00 82.20 ----- -_- - - 0.00 ---- - ----- ----- 0.00 19.95 0.00 82.20 ---- - - -- 0.00 ---- -- -- ----- 0.00 19.97 0.00 82.20 - - - - 0.00 ----- - - - 0.00 19.98 0.00 82.20 - - - - 0.00 - - - - 0.00 20.00 0.00 82.20 --- -- ---- ----- 0.00 ----- ----- ---- --- 0.00 20.02 0.00 82.20 ----- -- --- ----- 0.00 --- ----- - ----- 0.00 20.03 0.00 82.20 - - - -- 0.00 - - - - 0.00 20.05 0.00 82.20 - - - 0.00 - - - - 0.00 20.07 0.00 82.20 ----- --- ---- ----- 0.00 ---- ----- ----- - 0.00 20.08 0.00 82.20 --- - --- --- 0.00 ---- ----- ----- ---- 0.00 20.10 0.00 82.20 - - ---- - 0.00 - - - - 0.00 Continues on next page... EKSP[LLOVER-BROOK Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Exfil Outflow (hm) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 20.12 0.00 82.20 - - - 0.00 ----- - - - 0.00 20.13 0.00 82.20 - - - - 0.00 - - - - 0.00 20.15 0.00 82.20 - - - - 0.00 -- - - - 0.00 20.17 0.00 82.20 - - - - 0.00 - - - - 0.00 20.18 0.00 82.20 ----- ----- ----- ----- 0.00 - ----- ----- - 0.00 20.20 0.00 82.20 - - - - 0.00 - - - - 0.00 20.22 0.00 82.20 - - ----- - 0.00 ----- - - - 0.00 20.23 0.00 82.20 - - - - 0.00 - - - - 0.00 20.25 0.00 82.20 - - - - 0.00 - - - ----- 0.00 20.27 0.00 82.20 - - - - 0.00 - - - - 0.00 20.28 0.00 82.20 - _____ _____ - 0_00 ____ - - ____ 0.00 20.30 0.00 82.20 - - - - 0.00 - - - - 0.00 20.32 0.00 82.20 - - - - 0.00 - - - ----- 0.00 20.33 0.00 82.20 - - - - 0.00 - - - - 0.00 20.35 0.00 82.20 - - - - 0-00 - - - - 0.00 20.37 0.00 82.20 - - - - 0.00 - - - - 0.00 20.38 0.00 82.20 - - - - 0.00 - - - - 0.00 20.40 0.00 82.20 - - - - 0.00 - - - - 0.00 20.42 0.00 82.20 - - - - 0.00 - ---- - ---- 0.00 20.43 0.00 82.20 - - - - 0.00 --- - - -- 0.00 20.45 0.00 82.20 - - - - 0-00 - - - ----- 0.00 20.47 0.00 82.20 - - - - 0.00 - - - - 0.00 20.48 0.00 8220 ----- ----- ----- ----- 0.00 ----_ ----- ---- ----- 0.00 20.50 0.00 82.20 - ---- ----- - 0.00 ---- - ----- ----- 0.00 20.52 0.00 82.20 ----- ----- ---- 0.00 ----- ----_ ----_ ----- 0.00 20.53 0.00 82.20 - - - - 0.00 - -- - - 0.00 20.55 0.00 8220 ----- ----- ----- ----- 0.00 ----- ----- _____ _ 0_00 20.57 0.00 82.20 - - - - 0.00 - - - - 0.00 20.58 0.00 82.20 ----- ----- _---- ----- 0.00 ----- ----- ----- ----- 0.00 20.60 0.00 82.20 - - -- -- 0.00 - - - - 0.00 20.62 0.00 8220 - -- ----- -- --- - 0.00 - - _--- ----- 0.00 20.63 O.W 82.20 ----- ---- - - 0.00 - - - -- 0.00 20.65 0.00 82.20 0.00 0.00 20.67 0.00 82.20 - - - - 0.00 - - - - 0.00 20.68 0.00 82.20 0.00 --_ ----- ----- ----- 0.00 20.70 0.00 8220 - - - - 0.00 -- - - ----- 0.00 20.72 0.00 82.20 0.00 0.00 20.73 0.00 82.20 - - - - 0.00 - - - - 0.00 20.75 0.00 82.20 0.00 -- -- - ____ 0_00 20.77 0.00 82.20 - - - 0.00 - - - - 0.00 20.78 0.00 82.20 0.00 0.00 20.80 0.00 82.20 - - - - 0.00 - - - - 0.00 20.82 0.00 82.20 0.00 ----- ----- ---- --- - 0.00 20.83 0.00 82.20 - - - - 0.00 - - - - 0.00 20.85 0.00 82.20 0.00 0.00 20.87 0.00 82.20 - - - - 0.00 ----- - --- -- 0.00 20.88 O-W 82.20 0.00 0.00 20.90 0.00 82.20 - - - - 0.00 - - - - 0.00 20.92 0.00 82.20 - - 0.00 - R - - - 0.00 20.93 0.00 82.20 - - - - 0.00 ----- - - - 0.00 20.95 0.00 82.20 - - - - 0.00 ---- --- -- - 0.00 Continues on next page... EKSPILLOVER-BROOK Page 7 Hydrograph Discharge Table Time Inflow Elevation CIv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D EMI Outflow (hm) cfs ft cfs cfs cfs cfs cis cfs cis cfs cfs cts 20.97 0.00 82.20 - - - - 0.00 - - - - 0.00 20.98 0.00 82.20 - - - - 0.00 - - - - 0.00 21.00 0.00 82.20 - - - - 0.00 - - - - 0.00 21.02 0.00 82.20 - - - - 0.00 - - - - 0-00 21.03 0.00 82.20 - - - - 0.00 - -- - - 0.00 21.05 0.00 82.20 - - - - 0.00 - - - - 0.00 21.07 0.00 82.20 - - - - 0.00 - - - - 0.00 21.08 0.00 82.20 - - - - 0.00 - - - - 0.00 21.10 0.00 82.20 - - - - 0.00 - - - - 0.00 21.12 0.00 82.20 - - - - 0.00 - - - - 0.00 21.13 0.00 82.20 - - - - 0.00 - - - - 0.00 - - - - - - - 21.15 0.00 82.Z0 0.00 0.00 21.17 0.00 82.20 - - - - 0.00 - - - - 0.00 21.18 0.00 82.20 - - - - 0.00 - - - - 0.00 21.20 0.00 82.20 - - - - 0-00 - -- - - 0.00 21.22 0.00 8220 - - - - 0.00 - - - - 0.00 21.23 0.00 82.20 - - - - 0.00 - - - ----- 0.00 21.25 0.00 82.20 - - - - 0.00 - - - - 0.00 21.27 0.00 82.20 - - - - 0.00 - - - 0.00 21.28 0.00 82220 - - - - 0.00 - - - - 0.00 21.30 0.00 82.20 ---- -- -- ----- 0.00 - ---- ----- --- 0.00 21.32 0.00 82.20 - - - - 0.00 - - - - 0.00 21.33 0.00 8220 - - - - 0.00 - - - - 0-00 21.35 0.00 82.20 - - - - 0.00 - ---- - - 0-00 21.37 0.00 82.20 -- ---- ----- ---- 0.00 - -- - 0.00 21.38 0.00 82.20 --- - - - 0.00 - - - - 0.00 21.40 0.00 82.20 ____ _____ _____ _____ 0_00 ----- - -_-- ____ 0.00 21.42 0.00 82.20 - - - - 0.00 - - - -- 0.00 21.43 0.00 82.20 ----- --_ ---- --- 0.00 ----- --- ---- ---- 0.00 21.45 0.00 82.20 - - - - 0.00 - -- -- - 0.00 21.47 0.00 8220 ---- ----- - ---- 0.00 - ---- - ----- 0.00 21.48 0.00 82.20 ----- ----- - ---- 0.00 - - - - 0.00 21.50 0.00 82.20 ----- ----- ----- ---- 0.00 -- ---- ---- ----- 0.00 21.52 0.00 82.20 - - - - 0.00 - - - - 0.00 21.53 0.00 82.20 0.00 a-- 0.00 21.55 0.00 8220 - - - - 0.00 - - - - 0.00 21.57 0.00 82.20 ----- 0.00 0.00 21.58 0.00 82.20 - - - - 0.00 - - - - 0.00 21.60 0_00 82.20 --- - _ n nn 21.62 0.00 82.20 - - - - 0.00 - - - - 0.00 21.63 0 nn 82,20 - n nn _ -_ n nn 21.65 0.00 82.20 ____ - - - 0.00 - - - - 0.00 21 R7 0.00 51,72n - nti 00 --- n nn 21.68 0.00 82.20 - - - - 0.00 - ---- --- - 0.00 21.70 0.00 82.20 --- -- --- - 0.00 ---- - - --- 0.00 21.72 0.00 82.20 - - - - 0.00 - - - - 0.00 21 7a n nn sty,jn -- -- n r - n M Y.Eib JS.S`d �.- 21.75 0.00 82.20 - --- - - 0.00 ---- - ----- - 0.00 21.77 n nn 013 I)n -- - - -- 0 nn - - -- n nn 21.78 0.00 82.20 - - - - 0.00 - -- - - 0.00 21.80 0.00 82.20 - - - - 0.00 - - - - 0.00 Continues on next page... EX.SPILLOVER-BROOK Page 8 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Exfil Outflow (hm) efs ft cfs efs cis cis efs efs cis cis cis efs 21.82 0.00 82.20 - - - ---- 0.00 - ----- ---- -- 0.00 21.83 0.00 82-20 --- - - - 0.00 - - - - 0.00 21.85 0.00 82.20 - - - ----- 0.00 ----- - ----- -- 0.00 21.87 0.00 82.20 - - - - 0.00 - - - - 0.00 21.88 0.00 82.20 - - - - 0.00 ----- - ----- - 0.00 21.90 0.00 82.20 - - - - 0.00 - - - - 0.00 21.92 0.00 82.20 - - ----- -- 0.00 - - - - 0.00 21.93 0.00 82.20 - - - - 0-00 - - - - 0.00 21.95 0.00 82.20 - - - -- 0.00 - - - - 0.00 21.97 0.00 82.20 - - - - 0.00 - - - - 0.00 21.98 0.00 82.20 - - - - 0.00 - - --- 0.00 22.00 0.00 82.20 - - - - 0.00 - - - - 0.00 22.02 0.00 82.20 - -- - --- 0-00 ----- ----- - -- 0.00 22.03 0.00 82.20 - - - - 0.00 - - - - 0.00 22.05 0.00 82.20 ---- --- - ---- 0.04 --- - - - 0.00 22.07 0.00 82.20 - - - - 0.00 - - - - 0-00 22.08 0.00 82.20 - ---- ---- -- 0.00 - ----- ---- ---- 0.00 22.10 0.00 82.20 - - - - 0.00 - - - - 0.00 22.12 0.00 82-20 - --- - ---- 0.00 ---- - ----- 0.00 22.13 0.00 82.20 - - - - 0.00 - - - - 0.00 22.15 0.00 82.20 - --- - --- 0.00 - -- - - 0.00 22.17 0.00 82.20 - - - - 0.00 - - - - 0.00 22.18 0.00 82.20 ----- --- --- --- 0.00 --- - - --- 0.00 22.20 0.00 82-20 - - - - 0-00 - - - - 0.00 22.22 0.00 82.20 - --- --- 0.00 ----- ---- - - 0.00 22.23 0.00 82.20 - - - - 0.00 - - - - 0.00 22.25 0.00 82.20 ---- ----- ----- ----- 0.00 -- -- - - 0.00 22.27 0.00 82.20 - - - - 0.00 - - - - 0.00 22.28 0.00 82.20 ---- - ----- ---- 0.00 ----- ----- ---- - 0.00 22.30 0.00 82.20 - - - - 0.00 - - - - 0.00 22.32 0.00 82.20 - - - - 0.00 - - - - 0-00 22.33 0.00 82-20 - - - - 0.00 - - - - 0.00 22.35 0.00 82.20 - ----- -- ----- 0.00 - ----- - - 0.00 22.37 0.00 82.20 - - - - 0.00 - - - - 0.00 22.38 0.00 82.20 - - - - 0.00 - - - 0.00 22.40 0.00 82.20 - - - 0.00 - ---- - - 0.00 22.42 0.00 82.20 ------ -- --- ---- 0.00 ----_ ----- ----- ----- 0.00 22.43 0.00 82.20 - - - - 0.00 - - - - 0.00 22.45 0.00 82.20 - - - - 0.00 - - - -- 0.00 22.47 0.00 82.20 - - - - 0.00 - - - - 0.00 22.48 0.00 82.20 ----- ----- ----- 0.00 ----- ----- ----- ----- 0.00 22.50 0.00 82.20 - - - - 0.00 - - - - 0.00 22.52 0.00 82.20 ____ - - 0.00 - - - - 0.00 22.53 0.00 82.20 - - - - 0.00 --- - - 0.00 22.55 0.00 82.20 ----- ---- -- ----- 0.00 ----- ----- ---- -- - 0.00 22.57 0.00 82.20 - - - - 0.00 - - --- - 0.00 22.58 0.00 82.20 - - - - 0.00 - - - 0.00 22.60 0.00 82.20 - - - --- 0-00 - - ---- - 0.00 22.62 0.00 82.20 ----- ----- ----- 0.00 - -- - - 0.00 22.63 0.00 82.20 - --- - - 0.00 - - - - 0.00 22-65 0.00 82.20 - - - - 0.00 - - - - 0.00 Continues an next Page... EX.SPILLOVER-BROOK Page 9 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Eli Outflow (hrs) efs ft efs cis cfs efs efs efs efs efs efs ds 22.67 0.00 82.20 - - - - 0.00 - --- - - 0.00 22.68 0.00 82.20 ---- - - - 0.00 - - - -- 0.00 22.70 0.00 82.20 - - - - 0.00 - - - - 0.00 22.72 0.00 82.20 - - - - 0.00 - - - - 0.00 22.73 0.00 82.20 ----- - - - 0.00 - - - - 0.00 22.75 0.00 82.20 - - - - 0.00 - - - -- 0.00 22.77 0.00 82.20 - - - - 0.00 - - ----- - 0.00 22.78 0.00 82.20 - - - - 0.00 - - - - 0.00 22.80 0.00 82.20 - ----- - - 0.00 - ----- - - 0.00 22.82 0.00 82.20 - - - - 0.00 - - - - 0.00 22.83 0.00 82.20 - - - - 0.00 - - - - 0.00 22.85 0.00 82.20 - - - - 0.00 - - - - 0.00 22.87 0.00 82.20 - - ----- - 0.00 - - - - 0.00 22.88 0.00 82.20 - - - - 0.00 - - - - 0.00 22.90 0.00 82.20 - - - - 0.00 ----- - - - 0.00 22.92 0.00 82.20 - - - - 0.00 - - - - 0.00 22.93 0.00 82.20 - -- - ---- 0.00 - - ----- - 0.00 22.95 0.00 82.20 - - - - 0.00 - - - - 0.00 22.97 0.00 82.20 - ---- ---- ----- 0.00 ---- --- - - 0.00 22.98 0.00 82.20 - - - - 0.00 - - - - 0.00 23.00 0.00 82.20 - - - - 0.00 - - - - 0.00 23.02 0.00 82.20 - - - - 0.00 - - - - 0.00 23.03 0.00 82.20 --- --- ----- --- 0.00 --- ----- - ---- 0.00 23.05 0.00 82.20 - - - - 0.00 - - - - 0.00 23.07 0.00 82.20 - ----- ----- --- 0.00 ----- - - - 0.00 23.08 0.00 82.20 - - - - 0.00 - - - - 0.00 23.10 0.00 82.20 - - - ----- 0.00 ----- ----- -- -- 0.00 23.12 0.00 82.20 - - - - 0.00 - - - - 0.00 23.13 0.00 82.20 ----- --- --- ---- 0.00 - - - - 0.00 23.15 0.00 82.20 - - - - 0.00 - - - - 0.00 23.17 0.00 82.20 - --- --- - 0.00 -- - - ---- 0.00 23.18 0.00 82.20 - - - - 0.00 - - - - 0.00 23.20 0.00 82.20 - - - - 0.00 - ----- - - 0.00 23.22 0.00 82.20 - - - - 0.00 - - - - 0.00 23.23 0.00 82.20 - - ----- - 0.00 - - - - 0.00 23.25 0.00 82.20 - - - - 0.00 - - - - 0.00 23.27 0.00 82.20 - - - - 0.00 - - - - 0.00 23.28 0.00 82.20 - - - - 0.00 - - - - 0.00 23.30 0.00 82.20 - - - - 0.00 -- - --- - 0.00 23.32 0.00 82.20 - - - - 0.00 - - - - 0.00 23.33 0.00 82.20 - ----- ----- - 0.00 - - - --- 0.00 23.35 0.00 82.20 - - - - 0.00 ----- - - - 0.00 23.37 0.00 82.20 - - - - 0.00 ---- - - - 0.00 23.38 0.00 82.20 - - - - 0.00 - - - - 0.00 23.40 0.00 82.20 - - - - 0.00 - - - - 0.00 23.42 0.00 82.20 -- - --- -- 0.00 - -- - - - 0.00 23.43 0.00 82.20 - - - - 0.00 - - - - 0.00 23.45 0.00 82.20 - - - - 0.00 - - - - 0.00 23.47 0.00 82.20 ----- ---- - - 0.00 - ----- - - 0.00 23.48 0.00 82.20 - ----- - - 0.00 - ---- - - 0.00 23.50 0.00 82.20 - - - - 0.00 - - - - 0.00 Continues on next page... EKSPILLOVER-BROOK Page 10 Hydrograph Discharge Table Time Inflow Elevation Civ 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 23.52 0.00 82.20 - - - - 0.00 - - - - 0.00 23.53 0.00 82.20 - - - - 0.00 - - - - 0.00 23.55 0.00 82.20 - - - - 0.00 - - - - 0.00 23.57 0.00 82.20 --- --- - - 0.00 ---- ---- --- -- 0.00 23.58 0.00 82.20 - - - - 0.00 - ---- - - 0.00 23.60 0.00 82.20 - - - - 0.00 - - - - 0.00 23.62 0.00 82.20 - - - - 0.00 - - - - 0.00 23.63 0.00 82.20 - - - - 0.00 - -- - - 0.00 23.65 0.00 82.20 - - - - 0.00 - --- - - 0.00 23.67 0.00 82.20 - - - - 0.00 - - - - 0.00 23.68 0.00 82.20 ----- - - - 0.00 - --- - - 0.00 23.70 0.00 82.20 -- -- - - 0.00 - ----- - - 0.00 23.72 0.00 82.20 - - - - 0.00 - - - - 0.00 23.73 0.00 82.20 - - - - 0.00 - - - - 0.00 23.75 0.00 82.20 - ----- - - 0.00 - ---- - - 0.00 23.77 0.00 82.20 - - - - 0.00 - ----- - - 0.00 23.78 0.00 82.20 - - - - 0.00 - ----- - - 0.00 23.80 0.00 82.20 - - - - 0.00 - - - - 0.00 23.82 0.00 82.20 - - - - 0.00 - - - - 0.00 23.83 0.00 82.20 - - - - 0.00 - - - - 0.00 23.85 0.00 82.20 - - - - 0.00 - - - - 0.00 23.87 0.00 82.20 - - - - 0.00 - - - - 0.00 23.88 0.00 82.20 - - --- - 0.00 - - - - 0.00 23.90 0.00 82.20 - - - - 0.00 - - - - 0.00 23.92 0.00 82.20 - - ---- - 0.00 - - - - 0.00 23.93 0.00 82.20 - - - - 0.00 - - - - 0.00 23.95 0.00 82.20 - ----- ----- - 0.00 - - - - 0.00 23.97 0.00 82.20 - - - - 0.00 - - - - 0.00 23.98 0.00 82.20 - - -- - 0.00 - - - - 0.00 24.00 0.00 82.20 - - - - 0.00 - - - - 0.00 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 4 EX.SPILLOVER-BROOK Hydrograph type = Reservoir Peak discharge = 0.05 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 3 Reservoir name = LOW AREA Max. Elevation = 82.24 ft Max. Storage = 252 cuft Storage Indication method used. Outflow hydrograph volume=552 cult Hydrograph Discharge Table Time inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr C E-xff! vu low (hm) cfs ft cfs cfs cis cfs cfs cfs cfs cfs cf cfs 1 2.38 0.1 U 82.23 ----- ----- --- ----- 0.03 ----- ----- ----- ----- 0.03 12.40 0.10 82.23 _ - - - 0.03 _ 0.03 12.43 0.04 82.23 - ----- ____ --- 0.03 - - - 0.03 12.45 0.09 82.24 --- - --- ---- 01.€34 ---- --- --- --- U.04 12.47 0.08 82.24 - _____ ____ _____ 0 0t4 - - - - 0_04 12.48 0.0Iv 82.24 -- ---- --- 0.04 -- --- - ---- 0-04 12.50I 0.07 82.24 - _____ ____ - 0.04 ---- - - - 0.04 12.52 0.07 82.24 --- -- -- -- 0.04 --- --- --- 01.:,4 12.53 0.06 82.24 - - _____ 0.05 0.05 12.55 0.06 82.24 --- --- --- --- 0.05 ---- ----- 12.57 0.00 82-24 ----- - ____ - 0.05 ---- ----- --- ----- 0.05 12.58 0.05 82.24 --- ---- -- --- 0.05 --- ---- -- - U.US 12.60 0.05 82.24 ____ - - 0.05 --- ----- --- - 0.05 12.62 0.05 82.24 << --- - --- -- 0.05 -- --- --- ----- U.US<< 12.03 0.04 82.24 - - - - 0.05 --- _____ _____ 0.0:1 12.65 0.04 82.24 ----- --- ---- ----- 0.05 -- -- ---- ---- 11.C-15 12_67 0.04 82.24 ----- -- ____ --- 0.05 --- ----- - --- 0.05 12.88 U.04 82.24 - -- -- -- 0.05 -- -- -- - 0.05 12.70 0.04 82.24 -- ----- ----- --- 0.05 --- -- - 0-05 1; 7`' 0.04 82.24 --- - U.05 - ----- ---- -- U.US 12.73 0.04 82.24 - - - - 0.05 - - - - 0.0y 12.75 U.04 82.24 -- -- --- -- - 0.04 -_ -_ --- 0.04 12.77 0.04 B2-24 - ----- - - 0.04 -- ----- - 0.04 12.78 0.04 82.24 ----- ----- ----- ---- 0.04 ----- --- - ----- 0.04 12-80 0.04 8224 - - - - 0.04 - - - - 0.04 12.82 0.04 82.24 -- - - ---- --- 0.04 --- _____ ___ - 0.04 12.83 0.04 82.24 -- - - - 0.04 --- - - -- 0.04 12.85 0.03 82.24 - - ---- - 0.04 ---- - - - 0.04 12.87 0.03 8224 - -- -- - 0.04 - - - - 0.04 12.88 0.03 82.24 0.04 ____ ____ - - U.04 '12.90 6-03 8224 - - r ____ 0.04 ___ - - 0.04 12.92 0.03 82.24 ----- ----- ---- ----- 0.04 --- ----- ----- ---- 0.04 12.93 0.03 82.24 - - - - 0.04 -- - - - 0.04 12.95 U.03 82.24 - _____ ____ _____ 0.04 _____ _____ _____ 0.04 12.97 0.03 82.24 - - - - 0.04 -- - - - 0.04 12.98 0.03 82.24 ----- - ----- ----- 0.04 ---- ----- ----- ----- U.04 13.00 0.03 82.24 - - - - 0.04 - - - - 0.04 Conut-l es or,next(Jaye... EX.SPILLOVER-BROOK Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Extil Outflow (hm) cfs ft eft cfs cfs cis eft cfs eft cfs cfs cfs 13.02 0.03 82.24 -- - - - 0.04 - - - - 0.04 13.03 0.03 82.24 - - - - 0.04 - - - - 0.04 13.05 0.03 82.24 - - - - 0.04 ---- - --- -- 0.04 13.07 0.03 82.24 - - - - 0.04 - - - - 0.04 13.08 0.03 82.24 --- - - - 0.04 - - - - 0.04 13.10 0.03 82.24 - - - - 0.04 - - - - 0.04 13.12 0.03 82.24 -- - - 0.04 - - -- 0.04 13.13 0.03 82.24 - - - - 0.04 - - - - 0.04 13.15 0.03 82.24 --- - - --- 0.04 - - - - 0.04 13.17 0.03 82.24 - - - --- 0.04 - - - - 0.04 13.18 0.03 82.23 --- ----- - --- 0.03 --- - ---- --- 0.03 13.20 0.03 82.23 - - - -- 0.03 - - - ---- 0.03 13.22 0.03 82.23 ---- ----- - - 0.03 - - - --- 0.03 13.23 0.03 82.23 - - - - 0.03 - - - - 0.03 13.25 0.03 82.23 - -- - --- 0.03 - - -- - 0.03 13.27 0.03 8223 - - - - 0.03 - - - - 0.03 13.28 0.03 82.23 ----- -- ----- - 0.03 - - - - 0.03 13.30 0.03 8223 - - - - 0.03 - - - - 0.03 13.32 0.03 82.23 ---- ----- ----- 0.03 ----- ----- ----- ----- 0-03 13.33 0.03 8223 - - - - 0.03 - - - - 0-03 13.35 0.03 82.23 ----- - - ----- 0.03 - - - - 0.03 13.37 0.03 82.23 - - - - 0.03 - - - -- 0.03 13.38 0.03 82.23 ----- ----- ----- ----- 0.03 ----- ----- ----- ---- 0.03 13.40 0.03 8223 ----- ---- ----- ---- 0.03 --_ ___ ___ _W_ 0.03 13.42 0.03 82.23 ----- ----- ----- ----- 0.03 ----- ----- ----- ----- 0.03 13.43 0.02 82.23 ---- --- _- -- -- 0.03 --- ----- ---- ----- 0.03 13A5 0.02 8223 ----- _---- ----- ----- 0.03 --- ----- ----- ----- 0.03 13.47 0.02 8223 ----- ---- ----- ----- 0.03 ---- ---- --- - -- 0.03 13.48 0.02 82.23 ----- ----- ----- ----- 0.03 ---- ----- ----- ----- 0.03 13.50 0.02 8223 ----- ----- ----- ----- 0.03 ----- ----- ----- ----- 0.03 13.52 0.02 82.23 ----- ----- ----- ----- 0.03 ---- ----- ----- ----- 0.03 13.53 0.02 82.23 _=s__ --- -a--- -- -- 0.03 ----- .._..-- ----- ----- 0.03 13.55 0.02 82.23 ----- ---- ---- ----- 0.03 ----- ----- ---- ----- 0.03 13.57 0,02 82.23 ----- ------ ----- ----- 0.03 ---- ----- ----- i6-=- 0.03 13.58 0.02 8223 ----- ----- ----- ----- 0.03 ----- ----- ----- ----- 0.03 13.60 0.02 8223 ----- ----- ----- ----- 0.03 ---- ----- ----- ----- 0.03 13.62 0.02 82.23 ----- ---- - 0.03 ----- ---- ---- ----- 0.03 13.63 0.02 82.23 ----- ----- ----- ----- 0.03 ----- ----- ---- ----- 0.03 13.65 0.02 82.23 ----- ----- - 0.03 ----- ----- ---- ----- 0.03 13.67 0.02 8223 ----- ----- ----- ----- 0.03 ----- ----- ----- ----- 0.03 13.68 0.02 82.23 ----- ---- ----- ----- 0.03 ----- ----- ----- ----- 0.03 13.70 0.02 8223 --- ----- -- ----- 0-03 ---- ----- ---- ----- 0.03 13.72 0.02 8223 ---- ---- ---- ----- 0.03 ----- ----- ----- ----- 0.03 13.73 0.02 82.23 ____ ___ __-- __-- 0.03 ----- ---- ----- ----- 0.03 13.75 0.02 82.23 ----- ---- ----- ----- 0.03 ----- ----- ----- ---- 0.03 13.77 0.02 82.23 - ---_ - ---- 0.03 -- ---- ---- ---- 0.03 13.78 0.02 82.23 ----- ----- ----- ----- 0.03 ----- ----- ----- --- 0.03 13.80 0.02 82.23 ----- ----- ---- ----- 0.03 - - -- 0.03 13.82 0.02 82.23 ----- -- ---- -- 0.03 ----- ----- ---- ---- 0.03 13.83 0.02 82.23 -- ---- - ---- 0.03 - - - --- 0.03 13.85 0.02 8223 ---- ----- ----- - 0.03 ----- ----- ---- ----- 0.03 Continues on next page... EKSFILLOVER BROOK Page 3 Hydrograph Discharge Table Time inflow Elevation Civ A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) Cfs ft Cfs Cfs Cfs Cfs Cfs Cis cis Cfs ofs efs 13.87 0.02 82.23 - - - - 0.03 - - - -- 0.03 13.88 0.02 82.23 - - - - 0.03 - - - - 0.03 13.90 0.02 82.23 - - - - 0.02 - - - - 0.02 13.92 0.02 82.23 - - - - 0.02 - - --- - 0.02 13.93 0.02 82.23 - ---- - --- 0.02 - - - - 0.02 13.95 0.02 82.23 - - - - 0.02 - - - - 0.02 13.97 0.02 82.23 - - - - 0.02 - - - - 0.02 13.98 0.02 82.23 - - - - 0.02 - - - - 0.02 U.00 0.02 82.23 - - - - 0.02 - - - - 0.02 14.02 0.02 82.23 - - - - 0.02 - - - - 0.02 ...End Hydrograph Report page Hydraflow Hydrographs by Intelisolve Hyd. No. 4 EX.SPILLOVER-BROOK Hydrograph type = Reservoir Peak discharge = 0.11 cfs Storm frequency = 25 yrs Time interval = 1 min Inflow hyd. No. = 3 Reservoir name = LOW AREA Max. Elevation = 82.28 ft Max. Storage = 314 cult Storage Indication method used. outttow hydrograph volume=857 ctdt Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hm) cis ft cis cis cis cFs cfs cis cfs efs cfs ds 12.23 0.21 82.25 -- --- - --- - 0.06 -- - --- ---- 0.06 12.25 0.20 82.26 - - - - 0.07 - - - - 0.07 12.27 0.19 8226 ---- -- - - 0.08 - - - -- 0.08 12.28 0.18 8226 - - - ----- 0.08 - - - - 0.08 12.30 0.17 82.27 - - -_-- - ----- 0.09 ----_ -- - ----- ----- 0.09 12.32 0.16 82.27 ---- ----- ---- -- 0.09 - ----- ----- ----- 0.09 12.33 0.16 82.27 - - - ----- 0.10 ----- ----- ----- ----- 0.10 12.35 0.15 8227 ---- - - - 0.10 - - - - 0-10 12.37 0.15 82.27 ----- ----- ----- ----- 0.11 ----- ----- ----- ----- 0.11 12.38 0.14 82.28 ----- ---- ----- ----- 0.11 ----- ----- ----- ---- 0.11 12.40 0.14 8228 ---- ----- ----- ----- 0.11 ----- ----- ----- ----- 0-11 12.42 0.13 8228 ----- ----- ----- ----- 0.11 ----- ----- ----- ----- 0.11 12.43 0.12 82.28 ----- ---- ----- ---- 0.11 ---- ----- ----- ---- 0.11 12.45 0.12 82.28 ----- ---- ---- ---- 0.11 ----- ----- ----- ----- 0.11 12.47 0.11 82.28« ----- ----- ----- ----- 0.11 ----- ----- ----- ----- 0.11 « 12.48 0.11 8228 ----- ----- ----- ----- 0.11 ----- ----- ----- ----- 0.11 12.50 0.10 82.28 ----- --- --- --- 0.11 -- ----- ----- ----- 0.11 12.52 0.09 82.28 ---- ----- ----- ----- 0.11 ----- ----- ----- ----- 0.11 12.53 0.09 8228 ----- --- ----- ----- 0.11 ----- ----- ---- ---- 0.11 12.55 0.08 82.28 ----- ----- ----- ----- 0.11 ----- ----- ----- ----- 0.11 12.57 0.08 82.27 ---- ---- ---- ---- 0.11 ---- --- ---- ----- 0.11 12.58 0.07 82.27 ----- ----- ----- ----- 0.10 ----- ---- ----- ----- 0.10 12.60 0.07 82.27 ----- ----- ---- --- 0.10 ---- ----- ----- --- 0.10 12.62 0.06 8227 ----- ----- ----- ----- 0.10 ----- ----- ----- ----- 0.10 12.63 0.06 82.27 ----- ----- ----- ----- 0.10 ----- ---- ----- ----- 0.10 12.65 0.06 82.27 ----- ---- ----- ----- 0.09 ----- ----- ----- ----- 0.09 12.67 0.06 8227 ----- ----- ---- ----- 0.09 ----- ----- ---- ----- 0.09 12.68 0.06 82.27 ----- ----- --- ----- 0.09 ----- ----- ----- ----- 0.09 12.70 0.05 82.27 -- -- -- --- 0.09 ----- ---- ---- ----- 0.09 12.72 0.05 82.26 ----- ----- ----- ----- 0.09 ----- ----- ----- ----- 0.09 12.73 0.05 82.26 ----- ----- --- ----- 0.08 ----- --- ---- ----- 0.08 12.75 0.05 82.26 ----- ----- ----- ----- 0.08 ----- ----- ---- ----- 0.08 12.77 0.05 82.26 ---- ---- ----- ---- 0.08 ---- --- ----- --- 0.08 12.78 0.05 82.26 ----- ---- ----- ---- 0.08 ---- ----- ---- ----- 0.08 12.80 0.05 82.26 -- - - ---- 0.08 -- - -- --- 0.08 12.82 0.06 82.26 -- - - - 0.07 - - - --- -- 0.07 12.83 0.05 82.26 -- ----- - - 0.07 --- --- - - -- 0.07 12.85 0.05 82.26 ---- -- -- 0.07 --- --- ---- ----- 0.07 Confinues on next page_ EX.SPILLOVER-BROOK Page 2 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B CIv C Clv D Wr A Wr B Wr C Wr D Exf1I Outflow (hrs) cfs ft cfs cfs cfs cfs efs cfs cfs cfs cfs cfs 12.87 0.05 82.26 - - - - 0.07 - - - - 0.07 12.88 0.05 82.26 - - - - 0.07 - - - - 0.07 12.90 0.05 82.25 - - - - 0.07 - - - -- 0.07 12.92 0.04 82.25 - - - - 0.07 - - - - 0.07 12.93 0.04 82.25 - - - - 0.06 - - - - 0.06 12.95 0.04 82.25 - - - - 0.06 - - - - 0.06 12.97 0.04 82.25 - - - - 0.06 - - - - 0.06 12.98 0.04 82.25 - - - - 0.06 - - - - 0.06 13.00 0.04 82.25 - - ---- - 0.06 - - ---- --- 0.06 13.02 0.04 82.25 - - - - 0.06 - - - - 0.06 13.03 0.04 82.25 - - ----- - 0.06 - - - - 0.06 13.05 0.04 82.25 - - - - 0.06 - - - - 0.06 ...End Hydrograph Report Page I Hydraflow Hydrographs by Intelisolve Hyd. No. 4 EX.SPILLOVER-BROOK Hydrograph type = Reservoir Peak discharge = 0.18 cfs Storm frequency = 50 yrs Time interval = 1 min Inflow hyd. No. = 3 Reservoir name = LOW AREA Max. Elevation = 82.31 ft Max. Storage = 366 cuft Storage Indication method used. Outflow by drograph vole m=1,149 cuff Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Civ C Ctv D Wr A Wr B Wr C Wr D Exfll Outflow (hm) cfs ft cfs Crs cfs ds cf8 ds cis efs cfs cis 12.17 0.35 82.27 _____ _____ _- 0.10 _____ _____ _____ _____ 0.10 12.18 0.33 82.28 --- --- ---- 0.11 - - - - 0.11 12.20 0.31 82.28 --- ---- ---- - 0.13 - - ----- ---- 0.13 12.22 0.29 82.29 - - - - a 14 - - - - 0.14 12.23 0.27 82.29 ----- ----- ----- - 0.15 - - ----- ----- 0.15 12.25 0.25 82.30 ----- -- - _--- 0.16 ----- ---- - - 0.16 12.27 0.24 82.30 ----- - ---- ----- 0.17 ----- ---- ---- - 0.17 12.28 0.22 82.30 - - 0.17 - ---- - - 017 12.30 0.21 82.30 ----- ----- - 0.18 ----- ----- ----- ----- 0.18 12.32 0.20 82.31 ----- -® ---- ----- 0.18 --- -® --- --- 0.18 12.33 0.20 82.31 ----- ----- ----- ----_ 0.18 ----- ----- ---- ----- 0.18 12.35 0.19 82.31 0.18 ----- ----- ---- ----- 0.18 12.37 0.18 82.31 « ----- ----- _---- 0.18 ----- ----- ----- ----- 0.18« 12.38 0.18 82.31 -_-_ ----- ----- ----- 0.18 0.18 12.40 0.17 82.31 0.18 0.18 12.42 0.16 82-31 ----- ----- ----- ----- 0.18 ----- ----- ---- ----- 0.18 12.43 0.16 82.31 0.18 0.18 12.45 0.16 82.30 --- ---- -- ---- 0.18 ---- ---- ---- --- 0.18 12.47 0.14 82.30 0.17 ----- ----- ----- ----- 0.17 12.48 0.13 82.30 ----- --- ----- ---- 0.17 ----- ---- ----- ----- 0.17 12.50 0.13 82.30 _-.-_ ----- ----- ---- 0.17 ----- ----- ----- -____ 0.17 12.52 0.12 82.30 ---- ----- ----- ---- 0.16 -- ----- ---- ---- 0.16 12.53 0.11 82.30 --- ----- - - ----- 0.16 ----- ----- ----- ----- 0.16 12.55 0.10 82.30 --- ----- ----- ---- 0.16 ----- --- ----- --- 0.16 12.57 0.10 82.29 0.15 ----- ----- 0.15 12.58 0.09 82.29 - - - - 0.15 -- -- - ---- 0.15 12.60 0.08 82.29 ----b ----- ----- ----- 0.14 -. -_ _-- 0.14 12.62 0.08 82.29 ----- ---- ----- ----- 0.14 ----- ----- ----- _---- 0.14 12.63 0.08 82.29 0.13 ----- 0.13 12.65 0.07 82.29 - - - - 0.13 - - - - 0.13 12.67 0.07 82.28 0.13 - --- - - 0.13 12.68 0.07 82.28 - - - - 0.12 - - - - 0.12 12.70 0.07 82.28 -- ---- m- - -- 0.12 0.12 12.72 0.07 82.28 - - - - 0.11 - - - - 0.11 12.73 0.06 82.28 0.11 --- - - 0.11 12.75 0.06 82.28 - - - - 0.11 - - - - 0.11 12.77 0.06 82.27 0.10 ----- ----- ----- ----- 0.10 12.78 0.06 82.27 - - - - 0.10 - -- - - 0.10 :onlfinues on next page... EX.SPILLOVER-BROOK Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D ExHl Outflow (hrs) cis ft Cis cis Cfs cis cis cis cis cis cis Cfs 12.80 0.06 82.27 — -- — --- 0.10 ----- -- ---- ----- 0.10 12.82 0.06 82.27 — — — — 0-10 — — — — 0-10 12.83 0.06 82.27 — ----- — — 0.09 — — ----- — 0.09 12.85 0.06 82.27 — — — — 0.09 — ---- ---- — 0.09 ...End Hydrograph Report Rage 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 4 EX.SPILLOVER-BROOK Hydrograph type = Reservoir Peak discharge = 0.27 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 3 Reservoir name = LOW AREA Max. Elevation = 82.34 ft Max. Storage = 421 cult Storage Indication method used. Outflow hydrograph volume=1,458 tuft Hydmgraph Discharge Tam ;Ime Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Ex it Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.15 0.45 82.30 - - - - G.17 -- - - - 0.17 12.9 i }. J SIL.•.27! '--_- -_'- -__� ��_ V.baJ ----_ ___� �_ s--_ u.LV 12.18 0.41 82.32 - - - - 0.22 - - - - 0.22 edt'e f�cSt tF t `�' l�.zSl v_Jv _ - -- - - 023 - --- ----- - _- V.LJ 12.22 0.36 82.33 - - - - 0.24 - ----- - - 0.24 _ 12.25 0.31 82.34 ----- ----_ ---- ----- 0.26 --_- ----- ---- ----- 0.26 = � ---- ---_ ---_ pp` ----: 34 12.28 0.27 82.34 - - ---- - 0.26 - - - - 0.26 12.32 0.25 82.34 - -- - - 0.26 ----- ----- ---- ----- 0.26 12.33 0.24 2.54 - - -- i - - ___ �25 12.35 0.23 82.34 - - - - 026 - - - - 026 12.37 0.22 82.33 - - - - 0.26 - - - - 0.26 12.38 022 82.33 ----- - ----- ----- 0.25 ---- ---- -- -- 025 12.40 0.21 82.33 - - - - 0.2-5 - - - - 0.25 12.42 0.20 82.33 - - - - 0.25 - - - - 0.25 12.43 0.19 82.33 - - - - 0.24 - - - - 0.L4 12.45 0.18 82.33 - - - - 0.24 - - - - 0.24 12.47 0.17 82.33 - - - - 0.23 12.48 0.16 82.32 - - - - 023 --- - - - 0.23 12.v0 0.15 82.32 - - ---- - 0.22 - - - - ." 12.52 0.14 82.32 - - - - 0.21 - - - - 0.21 12.53 0.13 82.32 - - - - 0.21 - - - - 0.21 12.55 0.12 82.31 - - - - 020 - - - - 0.20 12.57 0.12 82.31 - - - - 0.19 - - - - 0.19 12.58 0.11 82.31 - - - - 0.19 - - - - 0.19 12.60 0.10 82.s1 - - - - 0.18 - - - - 0.18 12.62 0.10 8230 - - -- - 0.17 - - - - 0.17 12,63 0.09 62.30 - - - - 0.17 - - - - 0.17 12.65 0.09 82.30 - - - - 0.16 - - - - 0.16 12.67 0.09 82.30 - - - UAb - - - - 0.1 i 12.68 0.08 8229 - - - - 0.15 - - - - 0.15 12.7u 0.08 82.29 - - - - 0.15 - - - - CIA 12.72 0.08 8229 - - - - 0.14 - - - - 0.14 12.73 0.08 8229 - - - - 0.14 - - - - 0.14 _End Hydrograph Report Rage 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 5 EXIST OVERLAND-BROOK Hydrograph type = SCS Runoff Peak discharge = 0.06 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.23 ac Curve number = 60 o = - [i Basin Slope 0.0 �6 Hydraulic�ngth 0 ft Tc method = USER Time of conc. (Tc) = 9 min Total precip. = 3.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 4M Hydrograph Volume=340 cult Hydrograph Discharge Table Time --Outflow (hrs cfs) 12.07 0.03 12.08 0.04 12.10 0.05 12.12 0.05 12.13 0.05 12.15 0.06 12.17 0.06 12.18 0.06<< 12.20 0.06 1222 0.06 12.23 0.06 12.25 0.05 12.27 0.05 12.28 0.05 12.30 0.05 12.32 0.05 12.33 0.05 12.35 0.05 12.37 0.05 12.38 0.05 12.40 0.04 12.42 0.04 12.43 0.04 12.45 0.04 12.47 0.04 12.48 0.04 12.50 0.03 12.52 0.03 12.53 0.03 ...End Hydi o€gri aph Report Page 1 Hydraflow Hydrographs by tntelisolve Hyd. No. 5 EXIST OVERLAND-BROOK Hydrograph type = SCS Runoff Peak discharge = 0.24 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.23 ac Curve number = 60 Basin Slope = 0.0% Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 9 min Total precip. = 4.70 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph volurne=941 c:uis yd:oga aph D`..2,:large Table Time --Outflow (hrs cfs) 12,02 0,12 12M 0.15 12.05 0,17 12.07 0.20 12,08 0,22 12.10 0.23 12.12 0,24 12.13 0,24 12,15 n,24 12.17 U_23 121- 0,22 12.20 0.21 12.23 0.19 12,25 0,1 R 12.27 0.17 1228 0.10 12.30 0.15 12.32 0.15 12.33 0.14 12,35 0,14 12.37 0.13 12,38 n.13 12.40 0.12 ...End �1ydrVgr aplih ReliwiI t� Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 5 EXIST OVERLAND-BROOK Hydrograph type = SCS Runoff Peak discharge = 0.36 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.23 ac Curve number = 60 Basin Slope = 0.0 % Hydraufic length = Oft Tc method = USER Time of conc. (Tc) = 9 min Total precip. = 5.50 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Votume=1,335 cuff Hydrograph Discharge Table Time --Outflow (hrs cfs) 12.E 020 1203 0.24 12.05 0.27 12.07 0.30 12M 0.33 12.10 0.35 12.12 0.36 12.13 0.36« 12.15 0.35 12.17 0.34 12.18 0.32 12.20 0.31 12.22 029 12.23 0.27 12,25 0.25 12.27 0.24 12.28 n 22 12.30 0.21 12.32 0.21 12.33 020 12.3E 0.19 12.37 0.19 ...End i iydroiyi aap i Rujioi"t WT Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 5 EXIST OVERLAND-BROOK Hydrograph type = SCS Runoff Peak discharge = 0.48 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.23 ac Curve number = 60 Basin Slope = 0.0% Hydraulic length = 0 ft Tc method = USER Time of cons. (Tc) = 9 min Total precip. = 6.20 in Distribution = Type Ill Storm duration = 24 hrs. Shape factor = 4" Hydrograph Volume=1,711 cult Hydrograph Discharge Table Time --Outflow (hrs cfs) 12_0-24 12.02 0.28 1,7 n3 n 3? 12.05 0.37 1?,n7 n e.1 12.08 0.44 12.10 n.47 12.12 0.48<< 12.13 n_e7 12.15 0.46 1?.17 n.45 12.18 0.42 12 2n n.4n 12.22 0.37 1-23 n 35 12.25 0.32 12,27 n.3n 12.28 0.29 12,3n n.?7 12.32 026 12,33 n 25 12.35 024 ...End H �1% sh � ��rjla Rage 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 5 EXIST OVERLAND-BROOK Hydrograph type = SCS Runoff Peak discharge = 0.60 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.23 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 9 min Total precip. = 6.90 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume_2,111 cuit. Hydrograph Discharge Table Time --Outflow (l�rs ifs, 12. ► 0.31 12_02 ;. 12.n3 n.d1 12.05 0.47 !2,n7 n R2 12.08 0.56 12.10 5Q i2.12 0.60 cG 12.13 n,an 12.15 ().58 1? 17 n;A 12.15 0.52 19 7!! n AQ i2.G2 0.YV 12?3 n_tt'A 12.25 C.t 12.27 n 37 I L.L v.35 3f1 n,iq 12.32 0.32 12.33 0.31 ...Bid Hydrograph Report Pagff i Hydraflow Hydrographs by Intelisolve Hyd. No. 6 TOTAL EXIST. FLOW BROOK Hydrograph type = Combine Peak discharge = 0.06 cfs Storm frequency = 2 yrs Time interval = 7 min Inflow hyds. = 4, 5 Hydrograph Volume=427 cult Hydrograph Discharge Table Time Hyd.4+ Hyd.5= Outflow ( ) (Cft) (Cft)hrsS) 12.07 %J 0.03 0.03 12.08 0.00 0.04 0.04 12.10 0.00 0.05 0.05 12.12 0.00 0.05 0.05 12.13 0A0 0.05 0.05 12.15 0.00 0.06 0.06 12.17 0.00 0.06 0.06 12.18 0.00 0.06<< 0.06<< 12.20 0.00 0.06 0-06 12.22 0.00 0.06 0-06 12.23 0.00 0.06 0.06 12.25 0.00 0.05 0.05 12.27 0.00 0.05 0.05 12.28 0.00 0.05 0.05 12.30 0.00 0.05 0.05 12.32 0.00 0.05 0.05 12.33 0.00 0.05 0.05 12.35 0.00 0.05 0.05 12.37 0.00 0.05 0.05 12.38 0.00 0.05 0.05 12.40 0.00 0.04 0.04 12.42 0.00 0.04 0.04 12.43 0.00 0.04 0.04 12.45 0.00 0.04 0.04 12.47 0.00 0.04 0.04 12.48 0.00 0.04 0.04 12.50 0.00 0.03 0.03 12.52 0.00 0.03 0.03 12.53 0.00 0.03 0.03 ...End Hydrograph Repo t Page i Hydraflow Hydrographs by Intellsolve Hyd. No. 6 TOTAL EXIST. FLOW BROOK Hydrograph type = Combine Peak discharge = 0.24 cfs Storm. frequency = 10 yrs Time interval = 1 min Inflow hyds. = 4, 5 Hydrograph Volume=1,493 cult I lydrograph Discharge Table Time Hyd=4+ Hyd. 5= ouf#i©w (hrs) WS) WS) (cfs) 12.02 0.00 0.12 0.12 12.03 0.00 0.15 0.15 12.05 0.00 0.17 0.17 12.07 0.00 0.20 0.20 12.0$ 0.00 0.22 0.22 12.10 0.00 0.23 023 12.12 0.00 0.24 0.24 12.13 0.00 0.24 <= 0.24<e 12.15 0 V0 0 24 024 12.17 0.00 0.23 0.23 12.1$ 0.00 0.22 0.22 12.20 0.00 0.21 0.21 12.22 C.vv 0.20 %J 12.23 0.00 0.19 0.19 12.25 0.00 %J 1$ 0.18 12.27 0.00 0.17 0.17 12.2$ 0.01 0.16 0.16 12.30 0.01 0.15 0.16 12.32 0.01 0.15 0.16 12.33 0.01 0.14 0.16 12.35 %J 0.14 0.16 12.37 0.02 0.13 0.16 12.3$ 0.03 0.13 0.15 12.40 0.03 0.12 0.15 12.42 0.03 0.12 0.15 12.43 0.03 0.11 0.15 12.45 0.04 0.11 0.15 12.47 0.04 0.10 0.14 12.4$ 0.04 0.10 0.14 12.50 0.04 0.09 0.14 12.52 0.04 0.09 0.13 12.53 0.05 0.08 0.13 .2.55 0.05 0.08 0.12 _End Hydrograph Report Page a Hydra#low Hydrographs by letelisolve Hyd. No. 66 TOTAL EXIST. FLOW BROOK Hydrograph type = Combine Peak discharge = 0.37 cfs Storrin. frequency = 25 yrs Time interval = 1 min Inflow hyds. = 4, 5 Hydrograph Volume=2,192 cult !,"Ydrograph Discharge Table Time Hyd=4+ Hyd.5= outflow (hrs) (cfs) (cfs) (cfs) 12.02 0.00 0.20 0.20 12.03 0.00 0.24 0.24 12.05 0.00 0.27 0.27 12.07 0.00 0.30 0.30 12.08 0.00 0.33 0.33 12.10 0.00 0.35 0.35 12.12 0.00 0.36 0.36 12.13 0.01 0.36 << 0.37 << 12.15 0.01 0.35 0.37 12.17 0.02 0.34 0.36 12.18 0.03 0.32 0.36 12.20 0.04 0.31 0.35 12.22 0.05 0.29 0.34 12.23 0.06 0.27 0.33 12.25 0.07 0.25 0.32 12.27 0.08 0.24 0.31 12.28 0.08 0.22 0.31 12.30 0.09 0.21 0.30 12.32 0.09 0.21 0.30 12.33 0.10 0.20 0.30 12.35 0.10 0.19 0.29 12.37 0.11 0.19 0.29 12.38 0.11 0.18 0.29 12.40 0.11 0.17 0.28 12.42 0.11 0.17 0.28 12.43 0.1 1 0.16 0.27 12.45 0.11 0.15 0.26 12-47 0.11 << 0.14 0.26 12.48 0.11 %J 0.25 12.50 0.11 0.13 0.24 12.52 0.11 0.12 0.23 12.53 0.11 0.11 0.22 12.55 0.11 0.11 0.21 12.57 0.11 0.10 0.20 12.58 0.10 0.09 0.20 12.60 0.10 0.09 0.19 ...End Hydrograph Report Page= Hydraflow Hydrographs by intetisoive Hyd. No. 6 TOTAL EXIST. FLOW BROOK Hydrograph type = Combine Peak discharge = 0.54 cfs Storm frequency = 50 yrs Time interval = 1 min Inflow hyds. = 4, 5 Hydrograph Volume=2,860 cult l lydro-g aph Discharge Table Time /Hvd.4+ Hyd.5= outflow (5 ) tCfS% :yfs) (c' ) 12.02 0.00 0.28 0.28 12.03 0.00 0.32 0.32 12.05 0.00 0.37 0.37 12.07 0.01 0.41 0.41 12.08 0.01 0.44 0.46 12.10 0.03 0.47 0.49 12.12 O.04 0.48<< 0.52 12.13 0.06 0.47 0.54 12.15 0.08 0.46 0.54<< 12.17 0.10 0.45 0.54 12.18 0.11 0.42 0.54 12.20 0.13 0.40 0.53 12.22 0.14 0.37 %J , 1223 0.15 0.35 0.50 12.25 0.16 0.32 0.48 1227 0.17 0.30 0.47 12.28 0.17 0.29 0.46 12.30 0.18 0.27 0.45 12.32 0.18 0.26 0.44 12.33 0.18 0.25 0.43 12.35 0.18 0224 0.43 12.37 0.18<< 0.24 0.42 12.38 0.18 0.23 0.41 12.40 0.18 0.22 0.40 12.42 0.18 0.21 0.39 12.43 0.18 020 0.38 12.45 0.18 0.19 0.37 12.47 0.17 0.18 0.36 12.4$ 0.17 0.17 0.34 12.50 0.17 0.16 0.33 12.52 0.16 0.15 0.32 12.53 0.16 0.14 0.30 12.55 0.16 0.13 0.29 12.57 0.15 0.12 0.28 ...Ent' Hydrograph Report Page Hydrafiow Hydrographs by Intelisolve Hyd. No. 6 TOTAL EXIST. FLOW BROOK Hydrograph type = Combine Peak discharge = 0.75 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyds_ = A, 5 Hydrograph Volume=3,569 cult Hydrograph ?Iacharge Table Time Hyd_4+ Hyd= 5= ou flow_ (hrs) (c.,0) (03) (Cft) 12.03 0.02 0.41 0.44 12.05 0.04 0.47 0.50 12.07 0.05 0.52 0.57 12.08 0.08 0.56 0.64 '12.10 0.10 0.59 0.69 12.12 0.12 0.60 e< 0.72 12.13 0.15 0.60 0.75 12.15 0.17 0.58 0.75 « 12.17 0.20 0.56 0.75 12.18 022 0.52 0.74 12.20 0.23 0.49 0.72 12.22 0.24 0.46 0.70 1223 025 0.43 0.68 12.25 026 0.40 0.66 12.27 0.26 0.37 0.63 12.28 0.26 0.35 0.62 12.30 0.27« 0.33 0.60 12.32 0.26 0.32 0.58 12.33 0.26 0.31 0.57 12.35 0.26 0.30 0.56 12.37 0.26 0.29 0.54 12.38 0.25 028 0.53 12.40 0.25 0.27 0.52 12.42 0.25 0.25 0.50 12.43 024 0 24 0.48 12.45 0.24 0.23 0.47 12,47 0.23 0.22 0.45 12.48 0.23 0.21 0.43 12.50 0.22 0.20 0.41 12.52 0.21 0.18 0.40 12.53 0.21 0.17 0.38 ...End sea nwirw wv_e>Gi� �aee rswe �-_ s eru vui�siQi ezcss�e i< — - I-agg 1 ueQa wia ON n L.JE*?. 1 v L) . . FSs Hvrlronr-qNh fvno SCS Runoff Peak u srhame 3.50 cfs iDIQZ!e` :.=:�eI f- — ins Dlralnamn area 1.95 ac Curve number 91 /_____4 A ri .0 :3j'fa�;.El3�r .=iiUU- = L3 :� Tr, method USER Time of cone. (Tel !Q ? min R = URSUILUL1 /___ (+e___ a92 dro ' r Time »Outflow %•i ii=a % 89 R'D Ti 'D'D•D I G.�y�7 q �?.1v 2_74 IL.I s J.JE. ip 1 22 ia 14.4.5 3.f+U %=a=au =i •iw 14.Ju 3.4 a %=J-i•i ''{=pia 12.33 3.1 1 ryf %=J 2Sa •`J t j 1G.40 2_70 %=s il=r S wu 1 L.47 2.22 l Ag =I iail i.Uf 12.JL i.J4 ...Er, ua��sr�iu ers �iwMw�± ® evaaseeais�nh RaLjij6 L Page 1 H., ratiow MyCirogra,phs s3!Meiisolve L!n�.yC 6►i w �i P1 !-Ivrlrnnr hype _ SC'S Runoff Peak discharge a -5.6n r¢-s IV pzp nrainage area e 1.95 a- Curve number = Q1 was-n '3a0_5..l= •il.3!!s !C!.`�ay5s m Up !� Tc, method _ USER Time of rc%nr, (Tc-) 1 Q ? min T_1=! __ _ _ —7li .. ��e_____ _ ... 8VLCH �l._�'!!'. g 4./V H, A• a__ 25 RI_—ai__ __ TVSbt_ - Time n11tFl.e-w d s___ _r_a 91$1a, _-:53 i=} f!- 2 =27 i L...v I'd fY7 2 04 A i=d if! A K -7a 1 L.1� 4.t i i=d i=t A [d t(•: 1 L.is i•d i f �.5.49 gg{6�. i•d•dl6 � iT.! 1^ 7 i L.c.. 5.50 i =d7 r, AA i•l 2d� Sa�i I'd '2 A C22 i=a 27 A 61 t G.Ji3 4.4 i'? rit) A =d►. 'l2.42 t.ut" 9 2A 2l27 12A5 ,d.u8 i} A7 2 A7 i 2 6;d 2 117 1G.lie- 2.'.UdU E'd ...LL LCd ual wires w.rw ka uwee>maa e e�ILA v� ®ue_e aA 3eass LL Page H,.,drailoFy Hydrographs by inteli$ol':e u...s area es EU i ,-V i= UAL-- Bt4 SINI Hydroyra-nh Wn- = SCS Runoff Pear discharge = 61.71 c°€q- 3tUMI iiirUi.iirM;V - L3 his i iiiif; Inte vial Drainage area = 1.95. ac Curve number = 91 ^--_'- ^�---- ra n nl x '_-J----, - '----- `- - sa .0 Darin :Sivuc = U.0 70 i- vdratli[(: tc[igUl = U it : method = USER Time of conc. (T.) = 19.2 min i t3taiii✓t:i = 3.3iJ ifi i Ji til t)iitiij ii = i we In 3luriil dul-aig0ri = 414 ins %.XIdUU fidQE()[ Hydrograoh Volume=3i,258 curt ■°---°--- -'----°- °�°--°----- T-°-°- ilit'iAiCsi��a�ei Time dflutflr._w �iTifa ir75) 4=1 Art •i r.ti .2.02 3.78 4��3 A Piz 12.05 4.39 na li 7•i 12.08 5.04 12.12 5.67 12.15 6.21 %e'-� A 92 12.18 6.59 •i=l=ln �:�:� 12.22 6.71 <c _;1 6P 12.25 6.62 12.28 6.38 a=l In =lam 12.32 6.06 12.35 5.70 a 3-7 r, r,,n 12.38 5.29 1' 401 a eisi 12.42 4.85 12.45 4.38 I, � ?- 12.48 3.90 R l Lt6l =2 643 12.52 3.43 ...End s � rwn �sr rsmI- I ssww��_s 9 Q Y U 9 S-F W.f i®IJ e I 1 a I�ICJ u m t. - -i- - i- Page 1 Hydraflow i-lydrograohs by Inteiisolve U.-I IL-a ran i il,yd. NO. IV EV i0? DEi . BASIN Hvf4rcgranh k1ne SC-c R°:noff Pe-nk discharge 7.68 cfs SiUlili I(eq et-nev = UU yus I HHU ifil�lvdi = i liiiii nrainage area Q 1.95 ac Curve number s 41 Dasin Slope- = U.i1 !0 FIYUIdUlii: lUllgUl = U Ii T-,�Y, ;#hn f�F Time of cone. I_TM - iQ.9 ruin age JI(3fliii i3l3fiait(]F1 = LzF 1[15 c71ia� Taf;L(3i - '{Fi3.`3 Hydrograoh volume=36,047 cuff ee__-e-- - __e_ R --t-____- `T-L1- Hydrograpii Disc1211ar ga .avid M. 4 ea-i 12.02 4.35 _,011 A RO 12.05 5.05 .1 s() r,c% 12.00 5.79 12.12 6.51 T=, s- hu•1 12.15 7. a'- R 7 1 12.18 7.54 1=,=,r e 7 hti 12.22 7.68<c 12.25 7.57 2=,=,7 7 Ar. 12.28 7.29 -e -lea 7 -1 12.32 5.93 %a? 3 9 7�) 12.35 6.51 ;_, •17 6=,sr 12.38 6.04 -i_, Aia a.7t, 12.42 5.53 4=, A•1 y,t37 12.45 4.99 R•, A 7 A 7•3 .2.48 4.44 i=, r;ie 4.17 12.52 3.90 ...End a�a rs�warw�� �uwMw _ Ems r�e >�aaieauee a enuoii - I- -a- - i- page 1 Hydraflow Hydrographs by inieiisoive Mo. P SE IV ii V. 1 Q DE 1 . BASIN Wurdrnrvrs r fr.enb m C(`C Diinnff Po le idierha rq.e _ 8.65 efs OLU1133 HlJU1.It'1I3;V = IUU yIti I IIiiu IIitulVal = I [fill] n[r2ertp bra = 1 aQ�i rlfvInrp nt►ggr .ar ^--"- Slope! � � - � - n rs U. iUHqU1 Tr! method USER Time of€:nnc. iTcl v 1 a.? min _ _____ I ULCII Prec-lp. I ypt. 111 !__ i ___ fas !_c_ ^f_r_ t�s_i_- EnC %JLUIiII uutcluuki = Git Mb vtid�)C t2�'vtaJt = VJ i ydroyraph Ovolui5ie=4U,8bi our TiiWS -�Outflaw iifir� i.is1 4'd rY[Y A a 112.u-2 4.9-2 i 9 r, 12.05 5.70 OA 12.12 7.34 4-Y �=r 774 i 2 -03 4=r 47 sz =1r1 .A4 12.2-2 R.65 cc 225 8.52 4�Y=J- 228 8.20 7.79 42314 756 i2.�5 7.3i 19 17 06 12.38 6.79 4 i Ae a t::►,rY 12.42 6.2'1 4=i A•i r,rl4 12.45 5.61 2.48 4.91A 4=a r,r! A a-7 12.52 4338 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 11 DEV. ON-SITE-WETLANDS Hydrograph type = SCS Runoff Peak discharge = 1.08 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 1.28 ac Curve number = 70 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 3.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 450 Hydrograph Volume=3,683 cult Hydrograph Discharge Table Time -- Outflow (hrs cfs) 12.00 0.60 12.02 0.72 12.03 0.85 12.05 0.96 12.07 1.04 12.08 1.08 << 12.10 1.07 12.12 1.03 12.13 0.96 12.15 0.88 12.17 0.80 12.18 0.73 12.20 0.68 12.22 0.64 12.23 0.61 12.25 0.59 12.27 0.58 12.28 0.56 12.30 0.55 ...End Hydrograph Re ort p Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 11 DEV. ON-SITE-WETLANDS Hydrograph type = SCS Runoff Peak discharge = 2.57 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 1.28 ac Curve number = 70 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 4.70 in Distribution = Type III Storm duration = 24 hrs Shape factor = 450 Hydrograph Volume=8,083 cuft Hydrograph Discharge Table Time --Outflow (firs cfs) 11.98 1.35 12.00 1.60 12.02 1.87 12.03 2.15 12.05 2.38 12.07 2.53 12.08 2.57 << 12.10 2.52 12.12 2.38 12.13 2.19 12.15 1.98 12.17 1.78 12.18 1.62 12.20 1.49 12.22 1.40 12.23 1.33 ...End Hydrograph Report Page, Hydraflow Hydrographs by Intelisolve Hyd. No. 11 DEV. ON-SITE-WETLANDS Hydrograph type = SCS Runoff Peak discharge = 3.47 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 1.28 ac Curve number = 70 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 5.50 in Distribution = Type III Storm duration = 24 hrs Shape factor = 450 Hydrograph Volume=10,742 cult Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.98 1.88 12.00 2.21 12.02 2.57 12.03 2.93 12.05 3.24 12.07 3.42 12.08 3.47 << 12.10 3.38 12.12 3.18 12.13 2.92 12.15 2.63 12.17 2.36 12.18 2.14 12.20 1.96 12.22 1.83 12.23 1.74 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 11 DEV. ON-SITE-WETLANDS Hydrograph type = SCS Runoff Peak discharge = 4.28 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 1.28 ac Curve number = 70 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 6.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 450 Hydrograph Volume=13,192 cult Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.98 2.36 12.00 2.77 12.02 3.22 12.03 3.65 12.05 4.02 12.07 4.24 12.08 4.28 << 12.10 4.16 12.12 3.91 12.13 3.58 12.15 3.22 12.17 2.88 12.18 2.60 12.20 2.39 12.22 2.23 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 11 DEV. ON-SITE-WETLANDS Hydrograph type = SCS Runoff Peak discharge = 5.11 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 1.28 ac Curve number = 70 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 6.90 in Distribution = Type III Storm duration = 24 hrs Shape factor = 450 Hydrograph Volume=15,732 cuft Hydrograph Discharge Table Time --Outflow (hrs cfs) 11.98 2.87 12.00 3.35 12.02 3.88 12.03 4.40 12.05 4.82 12.07 5.07 12.08 5.11 << 12.10 4.96 12.12 4.66 12.13 4.25 12.15 3.82 12.17 3.41 12.18 3.08 12.20 2.82 12.22 2.63 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 12 TOTAL DEV. FLOW TO BASINNWL Hydrograph type = Combine Peak discharge = 4.15 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyds. = 10, 11 Hydrograph Volume=19,475 cuft Hydrograph Discharge Table Time Hyd. 10+ Hyd. 11 = outflow (hm) (ofs) (off) (oft) 11.98 1.62 0.49 2.11 12.00 1.75 0.60 2.34 12.02 1.89 0.72 2.61 12.03 2.05 0.85 2.90 12.05 2.22 0.96 3.18 12.07 2.39 1.04 3.43 12.08 2.56 1.08<< 3.64 12.10 2.74 1.07 3.81 12.12 2.91 1.03 3.93 12.13 3.06 0.96 4.02 12.15 3.20 0.88 4.08 12.17 3.32 0.80 4.12 12.18 3.41 0.73 4.14 12.20 3.47 0.68 4.15 << 12.22 3.50 << 0.64 4.14 12.23 3.49 0.61 4.11 12.25 3.46 0.59 4.06 12.27 3.41 0.58 3.99 12.28 3.35 0.56 3.91 12.30 3.28 0.55 3.82 12.32 3.20 0.53 3.73 12.33 3.11 0.51 3.62 12.35 3.01 0.50 3.51 12.37 2.91 0.48 3.39 12.38 2.81 0.46 3.27 12.40 2.70 0.44 3.14 12.42 2.58 0.42 3.00 12.43 2.46 0.40 2.86 12.45 2.34 0.38 2.72 12.47 2.22 0.35 2.57 12.48 2.09 0.33 2.42 12.50 1.97 0.31 2.27 12.52 1.84 0.29 2.13 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intellsolve Hyd. No. 12 TOTAL DEV. FLOW TO BASINML Hydrograph type = Combine Peak discharge = 7.15 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyds. = 10, 11 Hydrograph Volume=33,901 cuft Hydrograph Discharge Table Time Hyd. 10+ Hyd. 11 = Outflow (hm) (Cfs) (Cft) (Cfs) 11.97 2.51 1.15 3.67 11.98 2.69 1.35 4.04 12.00 2.89 1.60 4.49 12.02 3.12 1.87 5.00 12.03 3.37 2.15 5.52 12.05 3.63 2.38 6.02 12.07 3.91 2.53 6.44 12.08 4.18 2.57 << 6.75 12.10 4.45 2.52 6.97 12.12 4.71 2.38 7.09 12.13 4.96 2.19 7.15 12.15 5.17 1.98 7.15 << 12.17 5.35 1.78 7.13 12.18 5.49 1.62 7.11 12.20 5.57 1.49 7.06 12.22 5.60<< 1.40 7.00 12.23 5.58 1.33 6.91 12.25 5.53 1.28 6.80 12.27 5.44 1.24 6.68 12.28 5.33 1.20 6.53 12.30 5.21 1.16 6.37 12.32 5.07 1.12 6.19 12.33 4.93 1.08 6.01 12.35 4.77 1.04 5.81 12.37 4.61 1.00 5.60 12.38 4.43 0.95 5.39 12.40 4.25 0.91 5.16 12.42 4.07 0.86 4.93 12.43 3.87 0.82 4.69 12.45 3.68 0.77 4.45 12.47 3.47 0.73 4.20 12.48 3.27 0.68 3.95 12.50 3.07 0.63 3.70 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 12 TOTAL DEV. FLOW TO BASINNWL Hydrograph type = Combine Peak discharge = 8.88 cfs Storm frequency = 25 yrs Time interval = 1 min Inflow hyds. = 10, 11 Hydrograph Volume=42,000 cuft Hydrograph Discharge Table Time Hyd. 10+ Hyd. 11 = outflow (hm) (Cfs) (Cfs) (oft) 11.97 3.05 1.61 4.66 11.98 3.26 1.88 5.14 12.00 3.50 2.21 5.71 12.02 3.78 2.57 6.35 12.03 4.07 2.93 7.01 12.05 4.39 3.24 7.62 12.07 4.71 3.42 8.13 12.08 5.04 3.47 << 8.51 12.10 5.36 3.38 8.74 12.12 5.67 3.18 8.85 12.13 5.96 2.92 8.88 12.15 6.21 2.63 8.85 12.17 6.43 2.36 8.79 12.18 6.59 2.14 8.72 12.20 6.68 1.96 8.64 12.22 6.71 << 1.83 8.55 12.23 6.69 1.74 8.43 12.25 6.62 1.67 8.29 12.27 6.51 1.62 8.13 12.28 6.38 1.57 7.95 12.30 6.23 1.51 7.74 12.32 6.06 1.46 7.52 12.33 5.89 1.41 7.29 12.35 5.70 1.35 7.05 12.37 5.50 1.29 6.80 12.38 5.29 1.24 6.53 12.40 5.08 1.18 6.26 12.42 4.85 1.12 5.97 12.43 4.62 1.06 5.68 12.45 4.38 1.00 5.38 12.47 4.14 0.94 5.08 12.48 3.90 0.88 4.77 12.50 3.66 0.81 4.47 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 12 TOTAL DEV. FLOW TO BASINML Hydrograph type = Combine Peak discharge = 10.42 cfs Storm frequency = 50 yrs Time interval = 1 min Inflow hyds. = 10, 11 Hydrograph Volume=49,239 cuft Hydrograph Discharge Table Time Hyd. 10+ Hyd. 11 = Outflow (hrs) (cfs) (cfs) (cfs) 11.97 3.52 2.03 5.55 11.98 3.76 2.36 6.12 12.00 4.03 2.77 6.80 12.02 4.35 3.22 7.56 12.03 4.69 3.65 8.34 12.05 5.05 4.02 9.06 12.07 5.41 4.24 9.65 12.08 5.79 4.28<< 10.07 12.10 6.15 4.16 10.31 12.12 6.51 3.91 10.42 << 12.13 6.83 3.58 10.41 12.15 7.12 3.22 10.34 12.17 7.36 2.88 10.24 12.18 7.54 2.60 10.15 12.20 7.65 2.39 10.04 12.22 7.68<< 2.23 9.91 12.23 7.65 2.11 9.77 12.25 7.57 2.03 9.60 12.27 7.45 1.96 9.41 12.28 7.29 1.89 9.19 12.30 7.12 1.83 8.95 12.32 6.93 1.76 8.69 12.33 6.72 1.70 8.42 12.35 6.51 1.63 8.14 12.37 6.28 1.56 7.84 12.38 6.04 1.49 7.53 12.40 5.79 1.42 7.21 12.42 5.53 1.35 6.88 12.43 5.27 1.28 6.64 12.45 4.99 1.20 6.20 12.47 4.72 1.13 5.85 12.48 4.44 1.05 5.49 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 12 TOTAL DEV. FLOW TO BASIN/WL Hydrograph type = Combine Peak discharge = 11.99 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyds. = 10, 11 Hydrograph Volume=56,588 cuft Hydrograph Discharge Table Time Hyd. 10+ Hyd. 11 = outflow (hrs) (Cft) WS) (Cft) 11.97 3.98 2.48 6.46 11.98 4.25 2.87 7.12 12.00 4.56 3.35 7.91 12.02 4.92 3.88 8.80 12.03 5.30 4.40 9.69 12.05 5.70 4.82 10.52 12.07 6.11 5.07 11.19 12.08 6.53 5.11 << 11.65 12.10 6.94 4.96 11.91 12.12 7.34 4.66 11.99 << 12.13 7.71 4.25 11.96 12.15 8.03 3.82 11.85 12.17 8.30 3.41 11.71 12.18 8.50 3.08 11.58 12.20 8.61 2.82 11.44 12.22 8.65 << 2.63 11.28 12.23 8.61 2.49 11.10 12.25 8.52 2.39 10.91 12.27 8.38 2.30 10.68 12.28 8.20 2.23 10.43 12.30 8.00 2.15 10.16 12.32 7.79 2.07 9.86 12.33 7.56 1.99 9.55 12.35 7.31 1.91 9.23 12.37 7.06 1.83 8.89 12.38 6.79 1.75 8.54 12.40 6.50 1.67 8.17 12.42 6.21 1.58 7.79 12.43 5.91 1.50 7.41 12.45 5.61 1.41 7.02 12.47 5.29 1.32 6.62 12.48 4.98 1.23 6.22 ...End Hydrograph Report Page, Hydraflow Hydrographs by Intelisolve Hyd. No. 13 DISCH. BASIN/WL Hydrograph type = Reservoir Peak discharge = 0.00 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 12 Reservoir name = BASIN/WL Max. Elevation = 80.14 ft Max. Storage = 19,475 cuff Storage Indication method used. Outflow hydrograph volume=0 cult ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 13 DISCH. BASINNVL Hydrograph type = Reservoir Peak discharge = 0.00 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 12 Reservoir name = BASIN/WL Max. Elevation = 81.11 ft Max. Storage = 33,901 cuft Storage Indication method used. Outflow hydrograph volume=0 cuft ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 13 DISCH. BASIN/WL Hydrograph type = Reservoir Peak discharge = 0.00 cfs Storm frequency = 25 yrs Time interval = 1 min Inflow hyd. No. = 12 Reservoir name = BASIN/WL Max. Elevation = 81.54 ft Max. Storage = 42,000 cuft Storage Indication method used. Outflow hydrograph volume=0 cuft ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 13 DISCH. BASIN/WL Hydrograph type = Reservoir Peak discharge = 0.18 cfs Storm frequency = 50 yrs Time interval = 1 min Inflow hyd. No. = 12 Reservoir name = BASIN/WL Max. Elevation = 81.81 ft Max. Storage = 47,224 cuft Storage Indication method used. Outflow hydrograph volume=2,055 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 20.63 0.22 81.79 ----- ---- ---- ----- 0.09 ---- ----- ----- ---- 0.09 20.65 0.22 81.79 ----- ---- ----- ----- 0.09 ----- ----- ----- ----- 0.09 20.67 0.22 81.79 ----- ----- ---- 0.09 ----- ---- --- ---- 0.09 20.68 0.22 81.79 ----- --- ----- ----- 0.09 ----- ---- --- ---- 0.09 20.70 0.22 81.79 ----- ----- ---- ----- 0.09 ----- ----- ----- ----- 0.09 20.72 0.22 81.79 ----- ----- ----- ----- 0.10 ----- ----- ----- ----- 0.10 20.73 0.22 81.79 ----- ---- ---- ----- 0.10 ----- ---- ----- --- 0.10 20.75 0.22 81.79 ----- --- ----- ---- 0.10 ---- ----- ---- ---- 0.10 20.77 0.22 81.79 ----- ----- ----- ----- 0.10 ----- ----- ----- ----- 0.10 20.78 0.22 81.79 ----- ----- ----- ----- 0.10 ----- ----- ----- ----- 0.10 20.80 0.22 81.79 ---- ---- ---- ----- 0.10 ----- ----- ---- ---- 0.10 20.82 0.22 81.79 ---- ----- ---- ---- 0.10 ----- ---- ----- ---- 0.10 20.83 0.22 81.79 ----- ----- ----- ----- 0.10 ----- ----- ----- ----- 0.10 20.85 0.21 81.79 ----- ----- ----- ----- 0.11 ----- ----- ----- ---- 0.11 20.87 0.21 81.79 ----- ---- ---- --- 0.11 ----- ---- ---- ----- 0.11 20.88 0.21 81.79 --- ----- ---- -- 0.11 ----- --- ---- ----- 0.11 20.90 0.21 81.79 ----- ----- ----- ----- 0.11 ---- ----- ----- ----- 0.11 20.92 0.21 81.79 ----- ---- ----- ----- 0.11 ----- ----- ----- ----- 0.11 20.93 0.21 81.79 ---- --- ---- ---- 0.11 ---- ----- ---- ----- 0.11 20.95 0.21 81.79 ----- --- ----- ---- 0.11 ----- ----- ---- ---- 0.11 20.97 0.21 81.79 ----- ----- ----- ----- 0.11 ----- ----- ----- ---- 0.11 20.98 0.21 81.79 ----- ---- ----- ---- 0.11 ----- ----- ----- ----- 0.11 21.00 0.21 81.79 ---- ---- ----- ----- 0.12 ----- ---- ---- ----- 0.12 21.02 0.21 81.79 ----- --- ----- ---- 0.12 ----_ _-_ ____ 0.12 21.03 0.21 81.79 ----- ---- ----- ---- 0.12 ----- ----- ----- ---- 0.12 21.05 0.21 81.79 ----- ---- ----- ----- 0.12 ----- ---- ----- ----- 0.12 21.07 0.21 81.79 ---- ---- ----- ---- 0.12 ----- --_ _--- --- 0.12 21.08 0.21 81.79 ----- ----- ---- ----- 0.12 ----- --- ----- ---- 0.12 21.10 0.21 81.79 ----- ----- ----- ----- 0.12 ----- ----- ---- ---- 0.12 21.12 0.21 81.79 ----- ----- ---- ----- 0.12 ----- ----- ----- ----- 0.12 21.13 0.21 81.79 ---- ---- ----- ----- 0.12 ----- ---- ---- --- 0.12 21.15 0.21 81.79 ----- ----- ---- ---- 0.12 ----- --- --- --- 0.12 21.17 0.21 81.79 ----- ---- ----- ----- 0.13 ----- ----- ----- ----- 0.13 21.18 0.21 81.79 ----- ----- ----- ----- 0.13 ----- ---- ----- ----- 0.13 21.20 0.21 81.80 ---- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 21.22 0.21 81.80 --_ ---- ---- ---- 0.13 ----- ----- ----- ---- 0.13 21.23 0.20 81.80 ----- ---- ----- ----- 0.13 ----- ----- ----- ----- 0.13 21.25 0.20 81.80 ---- ---- ----- ----- 0.13 ----- ----- ----- ----- 0.13 Continues on next page... DISCH.BASINML Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cis cfs cfs cfs 21.27 0.20 81.80 ----- ---- ----- ----- 0.13 ----- ----- ----- ----- 0.13 21.28 0.20 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 21.30 0.20 81.80 ----- ----- ---- ---- 0.13 ---- ----- ---- ----- 0.13 21.32 0.20 81.80 ----- ---- --- ----- 0.13 ----- ----- ---- ----- 0.13 21.33 0.20 81.80 ----- ----- ----- ---- 0.13 ----- ----- ----- ----- 0.13 21.35 0.20 81.80 ----- ----- ----- ----- 0.13 ----- ----- ----- ----- 0.13 21.37 0.20 81.80 ----- ---- --- ----- 0.13 ----- ----- ----- ----- 0.13 21.38 0.20 81.80 --- ----- ---- ---- 0.14 ---- ---- ----- ---- 0.14 21.40 0.20 81.80 ---- ---- ---- ----- 0.14 ----- ----- ----- ----- 0.14 21.42 0.20 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.43 0.20 81.80 ----- ----_ ___ 0.14 ----- ---- --- ---- 0.14 21.45 0.20 81.80 ----- ----- ---- ----- 0.14 ----- ---- ---- ---- 0.14 21.47 0.20 81.80 ----- ----- ----- ---- 0.14 ----- ----- ----- ----- 0.14 21.48 0.20 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.50 0.20 81.80 ---- --- ----- ---- 0.14 ---- ----- --- -- 0.14 21.52 0.20 81.80 ----- ---- --- ---- 0.14 ---- ----- --- --- 0.14 21.53 0.20 81.80 ---- ----- ----- ----- 0.14 ---- ----- ----- ---- 0.14 21.55 0.20 81.80 ---- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.57 0.20 81.80 ---- ----- ----- ----- 0.14 ---- ----- ----- --- 0.14 21.58 0.20 81.80 ---- ----- ----- ---- 0.14 ----- ----- ----- ---- 0.14 21.60 0.20 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.62 0.19 81.80 ----- ----- ----- ----- 0.14 ----- ----- ----- ----- 0.14 21.63 0.19 81.80 ---- ---- ----- ----- 0.14 ---- ----- ---- ---- 0.14 21.65 0.19 81.80 ---- ----- ---- ----- 0.14 ----- --- ---- ---- 0.14 21.67 0.19 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 21.68 0.19 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 21.70 0.19 81.80 ----- ---- ----- ---- 0.15 ---- ---- ----- ---- 0.15 21.72 0.19 81.80 ----- ----- ---- ---- 0.15 ----- --- ----- ---- 0.15 21.73 0.19 81.80 ----- ----- ----- ----- 0.15 ---- ----- ----- ----- 0.15 21.75 0.19 81.80 ----- ----- ----- ----- 0.15 ---- ----- ----- ----- 0.15 21.77 0.19 81.80 ----- ----- ---- ----- 0.15 ----- ---- --- ---- 0.15 21.78 0.19 81.80 ----- ----- ----- ---- 0.15 --- ----- -- ---- 0.15 21.80 0.19 81.80 ---- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 21.82 0.19 81.80 ----- --- ----- --- 0.15 ---- ----- ----- ---- 0.15 21.83 0.19 81.80 ----- ---- ----- --- 0.15 --- ----- ----- --- 0.15 21.85 0.19 81.80 ----- ---- ----- ----- 0.15 ----- --- ---- ---- 0.15 21.87 0.19 81.80 ----- ----- ----- ----- 0.15 ----- ---- --- ----- 0.15 21.88 0.19 81.80 ----- ----- ---- ----- 0.15 ----- ----- ----- ---- 0.15 21.90 0.19 81.80 ---- ---- ---- -- 0.15 --- ---- ----- ---- 0.15 21.92 0.19 81.80 ---_ ___ ___._ -_ 0.15 --- --_ -_- ----- 0.15 21.93 0.19 81.80 ----- --- ----- ----- 0.15 ----- ----- ---- ---- 0.15 21.95 0.19 81.80 ----- ----- ----- ----- 0.15 ----- ----- ----- ----- 0.15 21.97 0.19 81.80 ---- --- ----- ----- 0.16 ---- ---- ---- ---- 0.16 21.98 0.18 81.80 -_-- --- ----- ----- 0.16 ----- ----- ----- ---- 0.16 22.00 0.18 81.80 ----- ----- ----- ----- 0.16 ----- ---- ----- ----- 0.16 22.02 0.20 81.80 ----- ----- ----- ----- 0.16 ----- ----- ----- ----- 0.16 22.03 0.21 81.80 ---- ---- ---- ---- 0.16 ----- ---- ----- ---- 0.16 22.05 0.23 81.80 ----- ---- --- ---- 0.16 ---- ----- ----- -- 0.16 22.07 0.25 81.80 ----- ----- ----- ----- 0.16 ----- ---- ----- ---- 0.16 22.08 0.24 81.80 ----- --- ----- ----- 0.16 ----- ----- ----- ----- 0.16 22.10 0.24 81.80 ---- ---- ---- --- 0.16 ---- ---- ---- ----- 0.16 Continues on next page... DISCH.BASINML Page 3 Hydrograph Discharge Table Time Inflow Elevation Civ 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 22.12 0.23 81.80 ----- ----- ----- ---- 0.16 ---- ---- ---- ----- 0.16 22.13 0.23 81.80 ----- ---- ----- ----- 0.16 ----- ----- ----- ----- 0.16 22.15 0.23 81.80 --- ----- ---- ----- 0.16 ---- ----- ---- --- 0.16 22.17 0.22 81.80 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 22.18 0.22 81.80 ----- ----- ---- ----- 0.17 ----- ----- ----- ----- 0.17 22.20 0.22 81.80 ----- ----- ----- ----- 0.17 ----- ----- ---- ---- 0.17 22.22 0.22 81.80 ----- ---- ---- ----- 0.17 ----- ----- ---- ---- 0.17 22.23 0.22 81.80 ----- ---- ----- ----- 0.17 ----- ----- --- ----- 0.17 22.25 0.22 81.80 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 22.27 0.21 81.80 ----- ----- ----- ----- 0.17 ---- ----- ----- ----- 0.17 22.28 0.21 81.81 ----- -- ----- ----- 0.17 ----- ----- ---- ---- 0.17 22.30 0.21 81.81 ----- --- ----- ---- 0.17 ---- ---- ----- ----- 0.17 22.32 0.21 81.81 ----- ----- ----- ---- 0.17 ---- ----- ----- ----- 0.17 22.33 0.21 81.81 ----- ----- ---- ----- 0.17 ----- ----- ----- --- 0.17 22.35 0.21 81.81 ----- ----- ---- ---- 0.17 ----- ---- ----- ---- 0.17 22.37 0.20 81.81 ----- ----- --- ---- 0.17 ----- ---- ----- ----- 0.17 22.38 0.20 81.81 ----- ----- ----- ----- 0.17 ----- ---- ----- ----- 0.17 22.40 0.20 81.81 ----- ----- ----- ----- 0.17 ---- ---- ----- ----- 0.17 22.42 0.20 81.81 ----- ----- ----- ----- 0.17 ---- ---- ---- ---- 0.17 22.43 0.20 81.81 ----- ----- ----- --- 0.17 ----- ----- ---- ----- 0.17 22.45 0.20 81.81 ----- ----- ---- ----- 0.17 ----- ----- ----- ----- 0.17 22.47 0.19 81.81 ----- ----- ----- ----- 0.17 ----- ----- ----- ---- 0.17 22.48 0.19 81.81 ----- ---- ---- --- 0.17 ----- ----- ----- ---- 0.17 22.50 0.19 81.81 ----- ----- ---- ---- 0.18 ---- ----- ---- -- 0.18 22.52 0.19 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 22.53 0.19 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 22.55 0.19 81.81 ----- ----- ---- ---- 0.18 ----- ----- ---- ---- 0.18 22.57 0.19 81.81 ----- --- ----- ----- 0.18 ----- ---- -- --- 0.18 22.58 0.18 81.81 ----- ---- ---- ----- 0.18 ----- ----- ----- ----- 0.18 22.60 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 22.62 0.18 81.81 ----- ---- -- ----- 0.18 --- ---- ----- ---- 0.18 22.63 0.18 81.81 ----- ----- --- ---- 0.18 ----- ----- ----- ----- 0.18 22.65 0.18 81.81 ----- ---- ----- ----- 0.18 ----- ----- ----- ---- 0.18 22.67 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ---- 0.18 22.68 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ---- --- ---- 0.18 22.70 0.18 81.81 ---- ---- --_ ---- 0.18 ----- --- --- --- 0.18 22.72 0.18 81.81 ----- ---- ----- ---- 0.18 ---- ---- ----- ----- 0.18 22.73 0.18 81.81 ----- ---- ----- ----- 0.18 ----- ----- ----- ----- 0.18 22.75 0.18 81.81 --- ---- ----- ----- 0.18 --- --- --- -- 0.18 22.77 0.18 81.81 0.18 0.18 22.78 0.18 81.81 ----- ----- ---- ----- 0.18 ----- ---- ----- ----- 0.18 22.80 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 22.82 0.18 81.81 ----- ----- ---- ----- 0.18 ----- ----- ----- ----- 0.18 22.83 0.18 81.81 ----- ---- ---- ----- 0.18 ----- ---- ----- ---- 0.18 22.85 0.18 81.81 ----- ---- ----- ----- 0.18 ----- ----- ----- ----- 0.18 22.87 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 22.88 0.18 81.81 ----- ---- ----- ----- 0.18 ---- ---- ---- ----- 0.18 22.90 0.18 81.81 ----- ----- ----- ---- 0.18 ---- ---- ----- ----- 0.18 22.92 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 22.93 0.18 81.81 << ----- ----- ----- ----- 0.18 ----- ---- ----- ----- 0.18 22.95 0.18 81.81 « ----- ----- ----- ----- 0.18 ---- ---- ---- ----- 0.18 Continues on next page... DISCH.BASINML Page 4 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 cis cfs cfs cfs cfs cfs 22.97 0.18 81.81 << ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 << 22.98 0.18 81.81 << ----- ----- ----- ----- 0.18 ----- ----- ----- ---- 0.18 23.00 0.18 81.81 << ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 23.02 0.18 81.81 ----- ----- ----- ---- 0.18 ----- ---- ----- ---- 0.18 23.03 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 23.05 0.18 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 23.07 0.18 81.81 ----- ----- ----- ----- 0.18 ---- ----- ----- ---- 0.18 23.08 0.17 81.81 ----- ----- --- ----- 0.18 ---- ----- --- ----- 0.18 23.10 0.17 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 23.12 0.17 81.81 ---- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 23.13 0.17 81.81 ----- ---- ----- --- 0.18 ----- ----- ---- ---- 0.18 23.15 0.17 81.81 --- --- ---- ----- 0.18 ---- ----- ---- --- 0.18 23.17 0.17 81.81 ----- ----- ----- ---- 0.18 ----- ----- ---- ----- 0.18 23.18 0.17 81.81 ---- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 23.20 0.17 81.81 ----- ---- ----- ---- 0.18 ----- ----- ---- ----- 0.18 23.22 0.17 81.81 ----- ---- ----- ----- 0.18 ---- ---- ---- ---- 0.18 23.23 0.17 81.81 ----- ----- ----- ----- 0.18 ----- ----- ---- ----- 0.18 23.25 0.17 81.81 ----- ---- ----- ----- 0.18 ----- ----- ----- ----- 0.18 23.27 0.17 81.81 ----- ----- ----- ----- 0.18 ---- ----- ----- --- 0.18 23.28 0.17 81.81 ----- ---- ----- ----- 0.18 ---- --- --_ ---- 0.18 23.30 0.17 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 23.32 0.17 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ---- 0.18 23.33 0.17 81.81 ----- ----- ----- ----- 0.18 ---- ----- ---- ----- 0.18 23.35 0.17 81.81 ---- ----- ----- ----- 0.18 --- ---- ----- ---- 0.18 23.37 0.17 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0:18 23.38 0.17 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 23.40 0.17 81.81 ----- ---- ---- ----- 0.18 ----- ----- ----- ----- 0.18 23.42 0.17 81.81 ---- ---- ----- ---- 0.18 ---- ---- -- ----- 0.18 23.43 0.17 81.81 ----- ----- ----- ----- 0.18 ----- ----- ----- ----- 0.18 23.45 0.17 81.81 ----- ----- ----- ----- 0.18 ----- ---- ----- ----- 0.18 23.47 0.17 81.81 ---- ----- ----- ---- 0.18 ----- ---- --- ---- 0.18 23.48 0.17 81.81 ----- --- ---- ---- 0.18 --- ---- -- --- 0.18 23.50 0.17 81.81 ----- ----- ----- ---- 0.18 ---- ---- ---- ----- 0.18 23.52 0.17 81.81 ----- ---- ---- ----- 0.18 ---- ----- ----- ---- 0.18 23.53 0.17 81.81 ----- ----- ----- ----- 0.17 --- ---- ---- --- 0.17 23.55 0.17 81.81 ---- ----- -- ----- 0.17 ---- -- --- --- 0.17 23.57 0.17 81.81 ----- ----- ----- ---- 0.17 ----- ----- ---- --- 0.17 23.58 0.16 81.81 ----- --- ----- ---- 0.17 ----- ---- ----- ----- 0.17 23.60 0.16 81.81 ----- ----- --- ----- 0.17 ---- ---- --- ---- 0.17 23.62 0.16 81.81 ---- ---- ---- ---- 0.17 ---- -- -- --- 0.17 23.63 0.16 81.81 ----- ---- ----- ----- 0.17 ----- ----- ----- ----- 0.17 23.65 0.16 81.81 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 23.67 0.16 81.81 ----- -- ----- ----- 0.17 ----- ---- -- ---- 0.17 23.68 0.16 81.81 ----- ---- --- --- 0.17 ---- -- __- -- 0.17 23.70 0.16 81.81 ----- ----- ----- ----- 0.17 ---- ---- ----- ----- 0.17 23.72 0.16 81.81 ----- ----- ----- ----- 0.17 ----- ----- ---- ----- 0.17 23.73 0.16 81.81 ---- --- ----- ---- 0.17 -- ---- --- ---- 0.17 23.75 0.16 81.81 ---- ---- ----- ---- 0.17 --_ - - -- 0.17 23.77 0.16 81.81 ---- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 23.78 0.16 81.81 ----- ----- ---- ----- 0.17 ----- ----- ----- ----- 0.17 23.80 0.16 81.81 ---- ---- ----- --- 0.17 ---- --- ---- ---- 0.17 Continues on next page... DISCH.BASINML Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs US cfs cfs 23.82 0.16 81.81 ----- ----- ----- ----- 0.17 ---- ---- ---- ----- 0.17 23.83 0.16 81.81 ---- ---- ---- ----- 0.17 ---- --- ---- ---- 0.17 23.85 0.16 81.81 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 23.87 0.16 81.81 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 23.88 0.16 81.81 ----- ----- ----- ----- 0.17 ----- ----- ---- ---- 0.17 23.90 0.16 81.81 ----- --- ----- ----- 0.17 ----- ----- ---- ---- 0.17 23.92 0.16 81.81 ----- ----- ----- ---- 0.17 ----- ----- ----- ----- 0.17 23.93 0.16 81.81 ----- ----- ----- ---- 0.17 ----- ----- ----- ----- 0.17 23.95 0.16 81.81 ----- --- ----- ---- 0.17 ----- ----- ---- ---- 0.17 23.97 0.16 81.81 ----- ---- ----- ----- 0.17 ----- ----- --- ---- 0.17 23.98 0.16 81.81 ----- ---- ----- ----- 0.17 ----- ----- ----- ----- 0.17 24.00 0.00 81.80 ----- ----- ----- ----- 0.17 ----- ----- ----- ----- 0.17 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 13 DISCH. BASIN/WL Hydrograph type = Reservoir Peak discharge = 0.41 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 12 Reservoir name = BASIN/WL Max. Elevation = 81.85 ft Max. Storage = 48,140 cult Storage Indication method used. Outflow hydrograph volume=9,256 cuft Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Civ 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 15.77 0.61 81.81 ----- ----- ----- ----- 0.21 ----- --- ----- ----- 0.21 15.78 0.61 81.81 ----- ----- ----- ----- 0.21 ----- ----- ----- ----- 0.21 15.80 0.61 81.82 ----- ----- ---- --- 0.22 -- ---- --- ----- 0.22 15.82 0.60 81.82 ---- -- ----- ---- 0.23 -- ---- --- ---- 0.23 15.83 0.60 81.82 ----- ----- ----- ----- 0.23 ---- ----- ----- ----- 0.23 15.85 0.60 81.82 ----- ----- ----- ----- 0.24 ----- ----- ----- ----- 0.24 15.87 0.59 81.82 ---- ----- ---- ---- 0.24 ----- --- ---- ----- 0.24 15.88 0.59 81.82 ---- ----- ----- ---- 0.25 -- ---- ---- ----- 0.25 15.90 0.58 81.82 ----- ----- ----- ----- 0.25 ----- ----- ---- ----- 0.25 15.92 0.58 81.82 ----- ----- ----- ----- 0.25 ----- ----- ----- ----- 0.25 15.93 0.58 81.82 ---- ---- ---- --- 0.26 ---- --- ---- ----- 0.26 15.95 0.57 81.82 ---- ----- ----- --- 0.26 ---- --- ---- ---- 0.26 15.97 0.57 81.83 ----- ----- ----- ----- 0.27 ----- ----- ----- ----- 0.27 15.98 0.57 81.83 ----- ----- ----- ----- 0.27 ----- ----- ----- ----- 0.27 16.00 0.56 81.83 ---- ----- ----- ---- 0.28 ----- -- ----- - 0.28 16.02 0.56 81.83 ----- - - - 0.28 --- --- ---- - 0.28 16.03 0.55 81.83 ---- ----- ----- ---- 0.29 ----- ----- ---- ----- 0.29 16.05 0.55 81.83 ----- ----- ----- ----- 0.29 ---- ----- ----- ----- 0.29 16.07 0.55 81.83 ---- --- ----- ----- 0.29 ---- ----- - ----- 0.29 16.08 0.54 81.83 - - ---- ---- 0.30 ----- --- --- --- 0.30 16.10 0.54 81.83 ----- ----- ----- ---- 0.30 ----- ----- ----- ----- 0.30 16.12 0.54 81.83 ---- ----- ----- ----- 0.31 ---- ----- ---- ---- 0.31 16.13 0.53 81.83 ----- -- --- -- 0.31 ---- -- --- - 0.31 16.15 0.53 81.83 - - --- - 0.31 -- ---- - -- 0.31 16.17 0.53 81.83 ---- ----- ----- ---- 0.32 ----- ----- ---- ---- 0.32 16.18 0.53 81.83 ----- ----- ----- ----- 0.32 ----- ----- ----- ----- 0.32 16.20 0.52 81.83 ----- ----- --- - 0.32 ---- --- ---- ---- 0.32 16.22 0.52 81.84 --- ---- ----- ---- 0.33 ----- ---- ----- --- 0.33 16.23 0.52 81.84 ----- ----- ----- ----- 0.33 ----- ----- ---- ----- 0.33 16.25 0.52 81.84 ----- ----- ----- ----- 0.33 ----- ----- ----- ----- 0.33 16.27 0.51 81.84 --- ----- ----- --- 0.34 ---- -- ----- ----- 0.34 16.28 0.51 81.84 ----- --- ---- ---- 0.34 ----- --- --- --- 0.34 16.30 0.51 81.84 ----- ----- ----- ----- 0.34 ----- ----- ----- ----- 0.34 16.32 0.51 81.84 ----- ----- ----- ----- 0.35 ----- ---- ----- ----- 0.35 16.33 0.51 81.84 ---- ----- ----- ----- 0.35 --- ---- ---- ---- 0.35 16.35 0.50 81.84 ---- --- ---- ---- 0.35 ----- ---- --- ---- 0.35 16.37 0.50 81.84 ----- ----- ----- ----- 0.35 ----- ----- ----- ----- 0.35 16.38 0.50 81.84 ----- ----- ----- ----- 0.36 ----- ---- ----- ----- 0.36 Continues on next page... DISCH. BASIN/WL 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 (hm) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.40 0.50 81.84 ----- ----- ----- ----- 0.36 ----- ----- ----- ----- 0.36 16.42 0.50 81.84 ----- ----- ----- ----- 0.36 ----- ---- ----- ----- 0.36 16.43 0.50 81.84 ---- ----- ---- ----- 0.36 ---- ---- --- ----- 0.36 16.45 0.49 81.84 -- ---- ---- ----- 0.36 ---- --- ---- --- 0.36 16.47 0.49 81.84 ----- ----- ----- ----- 0.37 ----- ----- ----- --- 0.37 16.48 0.49 81.84 ----- ----- ----- ----- 0.37 ----- ----- ----- ----- 0.37 16.50 0.49 81.84 ---- ---- ---- ---- 0.37 ----- - ----- --- 0.37 16.52 0.49 81.84 ---- ---- ---- --- 0.37 --- ---- -- -- 0.37 16.53 0.49 81.84 ----- ----- ----- ----- 0.37 ----- ----- ----- ----- 0.37 16.55 0.48 81.84 ----- ----- ----- ----- 0.38 ----- ----- ----- ----- 0.38 16.57 0.48 81.84 ----- --- ----- ---- 0.38 --_ ____ ___ ____ 0.38 16.58 0.48 81.84 --- --- ---- ---- 0.38 - --- --- - 0.38 16.60 0.48 81.84 ----- ----- ----- ----- 0.38 ----- ----- ----- ----- 0.38 16.62 0.48 81.85 ----- ----- ----- 0.38 ----- --- ----- ----- 0.38 16.63 0.48 81.85 ----_ ___ ___ __- 0.38 ---- --- ---- --- 0.38 16.65 0.47 81.85 --- ---- - --- 0.39 ---- -- - -- 0.39 16.67 0.47 81.85 ----- ----- ----- ----- 0.39 ---- ---- ----- ----- 0.39 16.68 0.47 81.85 ----- ----- ----- ----- 0.39 ---- ----- ----- ----- 0.39 16.70 0.47 81.85 ----- ----- ----- ---- 0.39 -- ----- ---- ---- 0.39 16.72 0.47 81.85 ---- -- --- ----- 0.39 ---- ---- - -- 0.39 16.73 0.47 81.85 ----- ----- ----- ---- 0.39 ----- ----- ----- ----- 0.39 16.75 0.46 81.85 ----- ----- ----- ----- 0.39 ----- ----- ----- ----- 0.39 16.77 0.46 81.85 --- ----- ----- ---- 0.39 ----- ---- ----- ---- 0.39 16.78 0.46 81.85 ---- -- -- ----- 0.40 --- --- ---- --- 0.40 16.80 0.46 81.85 ----- ----- ---- ----- 0.40 ----- ----- ----- ----- 0.40 16.82 0.46 81.85 ----- ----- ----- ----- 0.40 ----- ----- ----- ----- 0.40 16.83 0.46 81.85 ---- ----- ---- ---- 0.40 ----- ----- ---- ---- 0.40 16.85 0.45 81.85 ---- --- -- ----- 0.40 -- ----- - ---- 0.40 16.87 0.45 81.85 ----- ----- ----- ---- 0.40 -- ----- ----- ---- 0.40 16.88 0.45 81.85 ----- ----- ----- ---- 0.40 ----- ----- ---- ----- 0.40 16.90 0.45 81.85 ----- ---- ----- ---- 0.40 ---- ----- ---- --- 0.40 16.92 0.45 81.85 ----- ----- ---- -- 0.40 - - -- - 0.40 16.93 0.45 81.85 ----- ---- ----- ----- 0.40 ----- ----- ----- ----- 0.40 16.95 0.44 81.85 ----- ----- ----- ----- 0.40 ----- ----- --_-- ----- 0.40 16.97 0.44 81.85 ---- ----- ---- ---- 0.40 ----- ---- -- ---- 0.40 16.98 0.44 81.85 ----- ---- ----- --- 0.41 -- ---- ----- --- 0.41 17.00 0.44 81.85 ----- ---- ----- ----- 0.41 ----- ----- ----- --- 0.41 17.02 0.44 81.85 ---- ----- ----- ----- 0.41 ----- ----- ---- ----- 0.41 17.03 0.44 81.85 - - - --- 0.41 - ---- --- ----- 0.41 17.05 0.43 81.85 --- ---- --- - 0.41 - -- - - 0.41 17.07 0.43 81.85 ----- ----- ----- ----- 0.41 ----- ----- ---- ----- 0.41 17.08 0.43 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 17.10 0.43 81.85 --- ---- --- ---- 0.41 --- ---- ----- --- 0.41 17.12 0.43 81.85 ----- ----- ---- ----- 0.41 --__ _- ___ ___ 0.41 17.13 0.43 81.85 ----- ----- ----- ----- 0.41 ----- ----- ---- ----- 0.41 17.15 0.42 81.85 ----- ----- ---- ----- 0.41 ----- ----- ----- ----- 0.41 17.17 0.42 81.85 ---- ---- --- ----- 0.41 --- - --- ---- 0.41 17.18 0.42 81.85 --- --- ---- ----- 0.41 ---- ---- --- ---- 0.41 17.20 0.42 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 17.22 0.42 81.85 ---- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 17.23 0.42 81.85 ---- ----- ---- ---- 0.41 ----- ----- -- -_- 0.41 Continues on next page... DISCH.BASINML Page 3 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D ExHI Outflow (hrs) ds ft ds Cfs Cfs ds ds ds Cfs ds ds Cfs 17.25 0.41 85 81. ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 17.27 0.41 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 17.28 0.41 81.85<< ----- -- ---- ----- 0.41 -_- -- ----- -- 0.41 17.30 0.41 81.85 << --- ---- -- ---- 0.41 ----- ----- --- ----- 0.41 << 17.32 0.41 81.85 << ----- ----- ----- ----- 0.41 ----- --- ----- ----- 0.41 17.33 0.41 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 17.35 0.40 81.85 ----- ----- ---- ---- 0.41 ----- ----_ --- ---- 0.41 17.37 0.40 81.85 ____ ___ ____ ____ 0.41 ----- _- ___ ___ 0.41 17.38 0.40 81.85 ----- ----- ----- ----- 0.41 ----- ----- ---- ----- 0.41 17.40 0.40 81.85 ----- ----- ----- ---- 0.41 ----- ----- ----- ----- 0.41 17.42 0.40 81.85 ----- ---- ---- ----- 0.41 --- -- - -- 0.41 17.43 0.40 81.85 --- ---- ----- -- 0.41 --- -- --- --- 0.41 17.45 0.39 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ---- 0.41 17.47 0.39 81.85 ---- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 17.48 0.39 81.85 ---- ----- ----- ----- 0.41 ---- --- ----- ---- 0.41 17.50 0.39 81.85 --_- ----- ----- ---- 0.41 ----- --- --- --- 0.41 17.52 0.39 81.85 ----- ----- ----- ----- 0.41 ----- ----- ---- ----- 0.41 17.53 0.39 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 17.55 0.38 81.85 ----- ----- ---- -- 0.41 ----- ---- ----- ---- 0.41 17.57 0.38 81.85 ---- ---- -- -_- 0.41 ----- --- --- -- 0.41 17.58 0.38 81.85 ----- ----- ----- ----- 0.41 ----- ----- ---- ----- 0.41 17.60 0.38 81.85 ----- ----- ----- ----- 0.41 ----- ----- ----- ----- 0.41 17.62 0.38 81.85 ----- ---- 0.41 ---- ----- ---- ---- 0.41 17.63 0.38 81.85 ----- --- ----- ---- 0.41 --- ----- - - 0.41 17.65 0.37 81.85 ----- ----- --- ----- 0.40 --- ----- ----- ----- 0.40 17.67 0.37 81.85 ----- ----- ----- ----- 0.40 ----- ----- ---- ----- 0.40 17.68 0.37 81.85 ----- ----- ----- ---- 0.40 ----- ---- ----- ---- 0.40 17.70 0.37 81.85 ----- --- ---- ----- 0.40 - - -- --- 0.40 17.72 0.37 81.85 ---- ----- ----- ---- 0.40 ----- ---- ----- ----- 0.40 17.73 0.37 81.85 ----- ----- ----- ----- 0.40 ---- ---- ---- ----- 0.40 17.75 0.37 81.85 ---- ----- ---- ---- 0.40 --- - ---- ----- 0.40 17.77 0.36 81.85 -- ---- ----- -- 0.40 --- - - - 0.40 17.78 0.36 81.85 ----- ----- ----- ----- 0.40 ---- ----- ---- ----- 0.40 17.80 0.36 81.85 ---- ----- ----- ----- 0.40 ---- ---- ----- ---- 0.40 17.82 0.36 81.85 ---- ---- -- --- 0.40 --- ----- ----- - 0.40 17.83 0.36 81.85 --- _---- --- - 0.40 - -- _- - 0.40 17.85 0.36 81.85 ---- ----- ----- ----- 0.40 ----- --- ---- ----- 0.40 17.87 0.35 81.85 ----- ---- ---- --- 0.40 ----- ---- --- ----- 0.40 17.88 0.35 81.85 --- - -- - 0.40 - - - -- 0.40 17.90 0.35 81.85 --- --- ----- --- 0.40 -- - - - 0.40 17.92 0.35 81.85 ----- ---- ----- ---- 0.39 ----- ----- ----- ---- 0.39 17.93 0.35 81.85 ----- ----- ---- ----- 0.39 ----- ----- ----- ----- 0.39 17.95 0.35 81.85 ----- ----- ----- ---- 0.39 ---- ---- ----- ----- 0.39 17.97 0.34 81.85 ----_ ----- -_ -- 0.39 -- -- --_- -- 0.39 17.98 0.34 81.85 ----- ----- ----- ----- 0.39 ---- ----- ----- ---- 0.39 18.00 0.34 81.85 ----- ----- ----- ----- 0.39 ----- ---- ---- ----- 0.39 18.02 0.34 81.85 ----- ----- ----- -- 0.39 ----- ----- ---- ---- 0.39 18.03 0.34 81.85 ----- - ---- --- 0.39 ---- - -- - 0.39 18.05 0.34 81.85 ----- ----- ----- ----- 0.39 ----- ----- --- ----- 0.39 18.07 0.33 81.85 ----- ----- ----- ----- 0.39 ----- ----- ---- ----- 0.39 18.08 0.33 81.85 ----- --_ -- ---- 0.39 --- --- -- ---- 0.39 Continues on next page... DISCH.BASINM/L Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 18.10 0.33 81.85 ----- ----- ----- ----- 0.39 ----- ----- ----- ----- 0.39 18.12 0.33 81.85 ----- ---- 0.38 ----- ----- ----- ----- 0.38 18.13 0.33 81.85 --- ---- ---- ----- 0.38 --- ---- ---- ---- 0.38 18.15 0.33 81.85 --- ----- ----- ---- 0.38 ----- ---- ----- ----- 0.38 18.17 0.33 81.84 ----- ----- ----- ----- 0.38 ----- ---- ---- ---- 0.38 18.18 0.33 81.84 ---- ----- ----- ----- 0.38 ----- ----- ----- ---- 0.38 18.20 0.32 81.84 ---- ---- ---- ---- 0.38 ----- ----- ----- ----- 0.38 18.22 0.32 81.84 ----- --- --- ---- 0.38 ----- --- ----- --- 0.38 18.23 0.32 81.84 ----- ----- ---- ----- 0.38 ----- ----- ----- ----- 0.38 18.25 0.32 81.84 ----- ----- ----- ----- 0.38 ----- ----- ----- ----- 0.38 18.27 0.32 81.84 --- ---- -- ---- 0.38 ----- ---- --- ---- 0.38 18.28 0.32 81.84 ---- --- ---- ---- 0.38 ----- -- ---- --- 0.38 18.30 0.32 81.84 ---- ----- ---- ----- 0.37 ----- ---- ----- ----- 0.37 18.32 0.32 81.84 ----- ----- ----- ---- 0.37 ----- ----- ----- ----- 0.37 18.33 0.32 81.84 ----- --- ----- --- 0.37 ---- ----- ---- ----- 0.37 18.35 0.32 81.84 ---- ---- ---- ----- 0.37 ----- ----- --- --- 0.37 18.37 0.32 81.84 ----- ----- ----- ----- 0.37 ----- ----- ----- ---- 0.37 18.38 0.32 81.84 ----- ----- ----- ----- 0.37 ----- ----- ----- ---- 0.37 18.40 0.32 81.84 --- ----- ----- 0.37 ----- ----- ---- --- 0.37 18.42 0.32 81.84 --- ----- ----- ----- 0.37 ----- ---- ---- --- 0.37 18.43 0.31 81.84 ----- ----- ----- ----- 0.37 ----- ----- ----- ---- 0.37 18.45 0.31 81.84 ----- ----- ----- ----- 0.37 ----- ----- ----- ----- 0.37 18.47 0.31 81.84 ---- ---- ---- ---- 0.37 ----- -- ----- ---- 0.37 18.48 0.31 81.84 ----- --- ---- ---- 0.37 ----- ----- ---- ---- 0.37 18.50 0.31 81.84 ---- ----- ----- ----- 0.36 ----- ----- ----- ----- 0.36 18.52 0.31 81.84 ----- ----- ----- ----- 0.36 ----- ----- ----- ----- 0.36 18.53 0.31 81.84 ---- ---- ----- -- 0.36 ---- --- ----- ----- 0.36 18.55 0.31 81.84 ---- --- ---- ----- 0.36 ----- --- ---- ----- 0.36 18.57 0.31 81.84 ----- ----- ----- ----- 0.36 ---- ---- ----- ----- 0.36 18.58 0.31 81.84 ----- ----- ----- ----- 0.36 ----- ----- ----- ----- 0.36 18.60 0.31 81.84 - -- ---- --- 0.36 ---- -- -- -- 0.36 18.62 0.31 81.84 --- ---- ---- ---- 0.36 0.36 18.63 0.31 81.84 ----- ----- ----- ---- 0.36 ----- ----- ----- ----- 0.36 18.65 0.31 81.84 ----- ----- ----- ----- 0.36 ----- ----- ---- ----- 0.36 18.67 0.31 81.84 ---- --- - ----- 0.36 ----- ----- ---- --- 0.36 18.68 0.31 81.84 ----- ----- --- ---- 0.36 --- --- ---- ----- 0.36 18.70 0.31 81.84 ----- ----- ----- ----- 0.35 ---- ----- --- ----- 0.35 18.72 0.31 81.84 --- ----- ----- ----- 0.35 ----- ----- ---- ----- 0.35 18.73 0.31 81.84 ----- --- ---- -- 0.35 -- -- ---- ---- 0.35 18.75 0.31 81.84 ----- -- --- --- 0.35 ----- ----- --- --- 0.35 18.77 0.30 81.84 ----- ----- ----- ----- 0.35 ----- ----- ----- ---- 0.35 18.78 0.30 81.84 ----- ----- ----- ----- 0.35 ---- ----- ----- ----- 0.35 18.80 0.30 81.84 ---- ---- ---- ---- 0.35 ---- -- --- --- 0.35 18.82 0.30 81.84 ---- ---- --- ---- 0.35 ----- --- ---- ---- 0.35 18.83 0.30 81.84 ----- ----- ----- ----- 0.35 ----- ----- ---- ----- 0.35 18.85 0.30 81.84 ----- ----- ----- ---- 0.35 ----- ----- ----- ----- 0.35 18.87 0.30 81.84 ----- ----- ---- ----- 0.35 --- --- ---- ---- 0.35 18.88 0.30 81.84 ---- ---- ---- --- 0.35 ----- --- ---- --- 0.35 18.90 0.30 81.84 ----- ----- --- ----- 0.35 ----- ----- ----- ----- 0.35 18.92 0.30 81.84 ----- ----- ----- ----- 0.34 ----- ---- ----- ---- 0.34 18.93 0.30 81.84 ----- --- ----- ----- 0.34 --- ----- ----- ----- 0.34 Continues on next page... DISCH. BASIN/WL Page 5 Hydrograph Discharge Table Time Inflow Elevation CIv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Ell Outflow (hrs) ds ft Cfs Cfs Cfs Cfs ds ds Cfs Cfs ds Cfs 18.95 0.30 81.84 ----- ---- ----- ----- 0.34 ----- ----- ---- ---- 0.34 18.97 0.30 81.84 ----- ----- ----- ---- 0.34 ----- ----- ----- ----- 0.34 18.98 0.30 81.84 ----- ----- ---- -- 0.34 ----- --- --- ---- 0.34 19.00 0.30 81.84 ----- --- -- ---- 0.34 ---- ----- -- ---- 0.34 19.02 0.30 81.84 ----- ----- ----- ----- 0.34 ----- ----- ----- ----- 0.34 19.03 0.30 81.84 ----- ----- ---- ----- 0.34 ----- ----- ----- ----- 0.34 19.05 0.30 81.84 --- ---- ----- ----- 0.34 ----- ----- ---- ----- 0.34 19.07 0.30 81.84 ---_ -_ -- ---- 0.34 ----- ----- --- -- 0.34 19.08 0.30 81.84 ----- ----- ----- ----- 0.34 ----- ----- ----- ----- 0.34 19.10 0.29 81.84 ----- ---- ----- ---- 0.34 ---- ----- ----- ----- 0.34 19.12 0.29 81.84 ---- ---- ----- ---- 0.34 --- ----- ----- ----- 0.34 19.13 0.29 81.84 ---- -- ---- ---- 0.34 ----- --- --- ----- 0.34 19.15 0.29 81.84 ----- ----- ----- ----- 0.33 ----- ----- ---- ----- 0.33 19.17 0.29 81.84 ----- ----- --- 0.33 ----- ----- ----- ----- 0.33 19.18 0.29 81.84 ----- ---- --- ---- 0.33 ---- -- ----- ----- 0.33 19.20 0.29 81.84 ---- ----- ---- ----- 0.33 -- --- ---- ---- 0.33 19.22 0.29 81.84 ----- ----- ----- ----- 0.33 ----- ----- ----- ----- 0.33 19.23 0.29 81.84 ----- ----- ----- ----- 0.33 ----- ----- ----- ----- 0.33 19.25 0.29 81.84 --- ---- 0.33 ----- ---- --- ---- 0.33 19.27 0.29 81.84 --- -_- -- - 0.33 ---- ---- --- ---- 0.33 19.28 0.29 81.84 ----- ----- ----- ----- 0.33 ----- ----- ----- ----- 0.33 19.30 0.29 81.84 ----- ----- ----- ----- 0.33 ---- ----- ----- ----- 0.33 19.32 0.29 81.84 ---- ---- ----- ----- 0.33 ---- ---- ---- ---- 0.33 19.33 0.29 81.84 ----- --- ----- 0.33 ----- --- --- --- 0.33 19.35 0.29 81.84 ----- ---- ----- ----- 0.33 ----- ---- ----- ----- 0.33 19.37 0.29 81.84 ----- ----- ----- ----- 0.33 ---- ---- ---- ----- 0.33 19.38 0.29 81.84 ---- ----- --- ---- 0.33 ----- ---- ---- ---- 0.33 19.40 0.29 81.84 ---- -- ---- ----- 0.32 ----- --- --- ---- 0.32 19.42 0.29 81.83 ----- ----- ----- ----- 0.32 ----- ---- ---- ----- 0.32 19.43 0.28 81.83 ----- ----- ----- ----- 0.32 ---- ---- ---- ---- 0.32 19.45 0.28 81.83 ----- --- ----- -- 0.32 ----- --- --- ---- 0.32 19.47 0.28 81.83 ---- --- ----- ----- 0.32 ---- --- ---- ---- 0.32 19.48 0.28 81.83 ----- ----- ----- ---- 0.32 ---- ----- ----- ----- 0.32 19.50 0.28 81.83 --- ----- ----- ---- 0.32 ----- ----- ----- ----- 0.32 19.52 0.28 81.83 --- ----- ---- ----- 0.32 ---- --- --- --- 0.32 19.53 0.28 81.83 ---- ---- --- --- 0.32 0.32 19.55 0.28 81.83 ----- ----- ---- ----- 0.32 --- ----- ----- ---- 0.32 19.57 0.28 81.83 ----- ----- ----- ----- 0.32 ----- ---- ---- ----- 0.32 19.58 0.28 81.83 ---- --- -- --- 0.32 -- ----- ---- -- 0.32 19.60 0.28 81.83 ----- ---- ----- ---- 0.32 -- --_ ---- --- 0.32 19.62 0.28 81.83 ----- ---- ---- ----- 0.32 ----- ----- ----- ----- 0.32 19.63 0.28 81.83 ----- ----- ----- ----- 0.32 ----- ----- ----- ----- 0.32 19.65 0.28 81.83 ---- --- -- --- 0.32 ---- ---- --- --- 0.32 19.67 0.28 81.83 ---- -- --- ----- 0.31 ---- ---- ----- --- 0.31 19.68 0.28 81.83 ----- ----- ----- ----- 0.31 ----- ----- ---- ----- 0.31 19.70 0.28 81.83 ----- ----- ----- ----- 0.31 ----- ----- ----- ----- 0.31 19.72 0.28 81.83 ---- ---- ----- --- 0.31 ----- --- ----- ----- 0.31 19.73 0.28 81.83 --- ---- ---- ----- 0.31 --__ -- _____ __- 0.31 19.75 0.28 81.83 ----- ----- ----- ----- 0.31 ----- ----- ----- ----- 0.31 19.77 0.27 81.83 ----- ----- ----- ----- 0.31 ----- ----- ---- ----- 0.31 19.78 0.27 81.83 --- ---- ---- ----- 0.31 ----- --- ---- ----- 0.31 Continues on next page... DISCH.BASIN/WL Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 19.80 0.27 81.83 ----- ----- ----- ----- 0.31 ----- ----- ---- ----- 0.31 19.82 0.27 81.83 ----- ----- ----- --- 0.31 ----- ----- ----- ----- 0.31 19.83 0.27 81.83 --- ---- -- --- 0.31 ---- -- ----- -- 0.31 19.85 0.27 81.83 ----- ---- --- ---- 0.31 -- -- -- --- 0.31 19.87 0.27 81.83 ---- ---- ----- ----- 0.31 ----- ---- ----- ----- 0.31 19.88 0.27 81.83 ----- ---- ----- ----- 0.31 ----- ----- ----- ----- 0.31 19.90 0.27 81.83 ---- ----- ----- ---- 0.31 ---- --- ---- --- 0.31 19.92 0.27 81.83 ---- ---- -- --- 0.31 -- --- ----- -- 0.31 19.93 0.27 81.83 ----- ----- ----- ---- 0.31 ----- ---- ----- ----- 0.31 19.95 0.27 81.83 ----- ----- ----- ----- 0.30 ----- ----- ----- ----- 0.30 19.97 0.27 81.83 ---- ----- ---- -- 0.30 -_ -_- -_ __-- 0.30 19.98 0.27 81.83 ---- -- --- -- 0.30 -- -- -- 0.30 20.00 0.27 81.83 ----- ----- ----- ---- 0.30 ---- ----- ----- ----- 0.30 20.02 0.27 81.83 ----- ---- ----- ---- 0.30 ----- ----- ----- ----- 0.30 20.03 0.27 81.83 --_ -- ---- ---- 0.30 ---- ----- --- ----- 0.30 20.05 0.27 81.83 ---- -- -_- --- 0.30 ----- -- --- ---- 0.30 20.07 0.27 81.83 ----- ----- ----- ----- 0.30 ----- ----- ----- ----- 0.30 20.08 0.27 81.83 ----- ----- ----- ----- 0.30 ----- ----- ----- ----- 0.30 20.10 0.26 81.83 ----- --- ---- ---- 0.30 ---- --_ --- --- 0.30 20.12 0.26 81.83 ----- --- ---- --- 0.30 ---- --- -- --- 0.30 20.13 0.26 81.83 ----- ----- ---- ----- 0.30 ----- ----- ----- ----- 0.30 20.15 0.26 81.83 ----- ----- ----- ----- 0.30 ----- --- ----- ----- 0.30 20.17 0.26 81.83 ----- ---- ---- --- 0.30 --- ----- ---- ---- 0.30 20.18 0.26 81.83 ----- --- --- --- 0.30 ---- --- --- ---- 0.30 20.20 0.26 81.83 ----- ----- ----- ---- 0.30 ---- --- ----- ----- 0.30 20.22 0.26 81.83 ---- ----- ----- ----- 0.30 ----- ---- ----- ----- 0.30 20.23 0.26 81.83 ---- --- --- -- 0.30 ---_ -- ---- ----- 0.30 20.25 0.26 81.83 ---- -- - - 0.29 --- --- ---- --- 0.29 20.27 0.26 81.83 ----- ----- ----- ----- 0.29 ----- ---- ----- ----- 0.29 20.28 0.26 81.83 ----- ----- ----- ----- 0.29 ----- ----- ----- ----- 0.29 20.30 0.26 81.83 ----- ---- - - 0.29 ----- ----- - -- 0.29 20.32 0.26 81.83 --- --- -- -- 0.29 -- -- ----- - 0.29 20.33 0.26 81.83 ----- ----- ----- ----- 0.29 ----- ----- ----- ----- 0.29 20.35 0.26 81.83 ----- ----- --- ----- 0.29 ----- ----- ---- ----- 0.29 20.37 0.26 81.83 --- ----- --- ----- 0.29 -- ----- ----- --- 0.29 20.38 0.26 81.83 -- ---- --- --- 0.29 - ---- -- --- 0.29 20.40 0.26 81.83 ----- ----- ----- ---- 0.29 ----- ----- ----- ----- 0.29 20.42 0.26 81.83 ---- ----- ----- ---- 0.29 ---- -- --- ----- 0.29 20.43 0.25 81.83 ---- ----- ----- ---- 0.29 --- -- ----_ -- 0.29 20.45 0.25 81.83 -- -- --- ---- 0.29 -- ----- --- ---- 0.29 20.47 0.25 81.83 ----- ----- ----- ----- 0.29 ----- ----- ---- ----- 0.29 20.48 0.25 81.83 ----- ----- ----- ---- 0.29 ----- ---- ----- ----- 0.29 20.50 0.25 81.83 ---- -- --- ---- 0.29 -- --- --- --- 0.29 20.52 0.25 81.83 ---- --- -- -- 0.29 --- -- ---- --- 0.29 20.53 0.25 81.83 ----- ----- ----- ----- 0.29 ---- ----- ----- ----- 0.29 20.55 0.25 81.83 ----- ----- ----- ----- 0.28 ----- ----- ----- ---- 0.28 20.57 0.25 81.83 --- --- ---- --- 0.28 -- ----- -- --- 0.28 20.58 0.25 81.83 --- ---- ---- ---- 0.28 ---- ---- ---- --- 0.28 20.60 0.25 81.83 ----- ----- ----- ----- 0.28 ----- ----- ----- ----- 0.28 20.62 0.25 81.83 ----- ----- ----- ----- 0.28 ----- ----- ----- ----- 0.28 20.63 0.25 81.83 ---- --- ----- ---- 0.28 -- ----- ----- ---- 0.28 Continues on next page... DISCH.BASINML Page 7 Hydrograph Discharge Table Time inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Exi Outflow (hrs) cfs ft cfs cis cfs cfs cfs cfs cfs cfs cfs cfs 20.65 0.25 81.83 ----- ----- ----- ---- 0.28 ----- ----- ----- ----- 0.28 20.67 0.25 81.83 ----- ----- ---- --- 0.28 ----- ----- ----- ----- 0.28 20.68 0.25 81.83 ---- --- ---- -- 0.28 -- -- -- ----- 0.28 20.70 0.25 81.83 --- ----- --- 0.28 - -- --- --- 0.28 20.72 0.25 81.83 ----- ----- ----- ---- 0.28 ----- ----- ----- ----- 0.28 20.73 0.25 81.83 ---- ----- ---- --- 0.28 ----- ----- ----- ----- 0.28 20.75 0.25 81.83 ----- -- - - 0.28 --- _- -- ---- 0.28 20.77 0.24 81.83 ----- ----- -- 0.28 ---- - ---- ---- 0.28 20.78 0.24 81.83 ----- ----- ----- ---- 0.28 ----- ----- ---- -_-- 0.28 20.80 0.24 81.83 ----- ----- ----- ----- 0.28 ----- --- ---- ----- 0.28 20.82 0.24 81.83 -- ---- - -- 0.28 --- - - --- 0.28 20.83 0.24 81.83 -- -- _- - 0.28 --- - --- ----- 0.28 20.85 0.24 81.83 ----- ---- 0.27 ----- ----- ---- ----- 0.28 20.87 0.24 81.83 ----- ----- ----- ----- 0.27 ---- ----- ---- ---- 0.27 20.88 0.24 81.83 -- -- -- - 0.27 --_ - ----- -- 0.27 20.90 0.24 81.83 ---- ---- ---- - 0.27 --- ---- ----- ----- 0.27 20.92 0.24 81.83 ----- ----- ---- ---- 0.27 ----- ----- ----- ---- 0.27 20.93 0.24 81.83 ----- ----- ----- ----- 0.27 ---- --- ---- ---- 0.27 20.95 0.24 81.83 -- ---- ---- ---- 0.27 _- - ----- 0.27 20.97 0.24 81.83 --_ -- -__ -_ 0.27 ---- --- ----- ---- 0.27 20.98 0.24 81.83 ----- ----- ---- ----- 0.27 ----- ----- ----- ----- 0.27 21.00 0.24 81.83 ----- ----- ----- ----- 0.27 ---- ---- ----- ----- 0.27 21.02 0.24 81.83 --- -- ---- -- 0.27 -- - - - 0.27 21.03 0.24 81.83 ---- ---- --- --- 0.27 --- - - -- 0.27 21.05 0.24 81.83 ----- ----- ---- ----- 0.27 ----- ---- ----- ----- 0.27 21.07 0.24 81.83 ----- ----- ----- ----- 0.27 ----- --- ----- ----- 0.27 21.08 0.24 81.83 -- ----- --- -- 0.27 --- -- ----- --- 0.27 21.10 0.23 81.83 --- --- - --- 0.27 --- - -- -- 0.27 21.12 0.23 81.82 ----- ---- ----- --- 0.27 ----- ----- ----- ----- 0.27 21.13 0.23 81.82 ----- ---- ---- ----- 0.27 ---- -- ----- ---- 0.27 21.15 0.23 81.82 -- - - ---- 0.27 -- - - - 0.27 21.17 0.23 81.82 -- --- -- ----- 0.27 - --- ---- 0.27 21.18 0.23 81.82 --_- ----- ----- _--- 0.26 ---- --- ----- ----- 0.26 21.20 0.23 81.82 ----- ---- --- ---- 0.26 ----- --- ----- ----- 0.26 21.22 0.23 81.82 ----- --- _- --- 0.26 ----- -- - ---- 0.26 21.23 0.23 81.82 -- ---- -_ -- 0.26 -_ -- - ----- 0.26 21.25 0.23 81.82 ----- ----- ----- - 0.26 ----- -- ---_ ---- 0.26 21.27 0.23 81.82 --- ---- ---- --- 0.26 ---- _- --- --- 0.26 21.28 0.23 81.82 --- ----- -- --- 0.26 -- ----- -- - 0.26 21.30 0.23 81.82 --- ---- - __- 0.26 -- ---- -- ---- 0.26 21.32 0.23 81.82 ----- ----- ----- ----- 0.26 ----- ----- ----- ----- 0.26 21.33 0.23 81.82 ----- ----- ---- ----- 0.26 ----- -- ---- -_-- 0.26 21.35 0.23 81.82 ---- ---- -- ----- 0.26 ---_ --_ ____ _-- 0.26 21.37 0.23 81.82 ---- ----- -- -- 0.26 --- ----- - -- 0.26 21.38 0.23 81.82 ----- ----- ---- ----- 0.26 ----- ---- ----- ----- 0.26 21.40 0.23 81.82 ----- ----- ----- ----- 0.26 ----- ----- ----- ----- 0.26 21.42 0.23 81.82 ----- --_- --- ----- 0.26 ----- ----- ----- ----- 0.26 21.43 0.22 81.82 - --- - - 0.26 - ---- ---- ---- 0.26 21.45 0.22 81.82 ----- ----- ----- ----- 0.26 ----- ----- --- ----- 0.26 21.47 0.22 81.82 ----- ----- ----- ----- 0.26 ----- ---- ----- ----- 0.26 21.48 0.22 81.82 ----- ----- --- _- 0.26 _- _--- - -- 0.26 Continues on next page... DISCH.BASIN/WL Page 8 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D ExH1 Outflow (hrs) cfs ft cfs cfs cfs cfs eft cfs cfs cfs cfs cfs 21.50 0.22 81.82 ----- ----- ----- ----- 0.26 ----- ----- ----- ----- 0.26 21.52 0.22 81.82 ----- ----- ----- ---- 0.26 ----- ----- ----- ----- 0.26 21.53 0.22 81.82 ---_ ---- ----- ---- 0.26 ----- --- --- ---- 0.26 21.55 0.22 81.82 -_ - ---- ----- 0.25 --- -- ---- -- 0.25 21.57 0.22 81.82 ----- ----- ----- ----- 0.25 ----- ----- ---- ----- 0.25 21.58 0.22 81.82 ----- ----- ----- ---- 0.25 ---- ----- ----- ---- 0.25 21.60 0.22 81.82 ----- ----- --- ---- 0.25 --- --- ---- ---- 0.25 21.62 0.22 81.82 ----- ---- ----- --- 0.25 --- - ---- ---- 0.25 21.63 0.22 81.82 ----- ----- ----- ---- 0.25 ----- --- ----- _--- 0.25 21.65 0.22 81.82 ----- ----- ---- ----- 0.25 ---- -- ----- ---- 0.25 21.67 0.22 81.82 ----- -- ---- ---- 0.25 --- --- - -- 0.25 21.68 0.22 81.82 ---- ---- --- ----- 0.25 ---- ---- - ----- 0.25 21.70 0.22 81.82 ----- ---- ----- ----- 0.25 --- ---- ----- ----- 0.25 21.72 0.22 81.82 ----- ----- ----- ----- 0.25 ----- ---- ---- ---- 0.25 21.73 0.22 81.82 ---- ---- --- --- 0.25 ----- ---- -- ---- 0.25 21.75 0.22 81.82 -- ---- --- -- 0.25 - - ----- ---- 0.25 21.77 0.21 81.82 ----- ----- ----- ----- 0.25 ---- ----- ----- ----- 0.25 21.78 0.21 81.82 ----- ----- ----- --- 0.25 ----- ----- ---- ----- 0.25 21.80 0.21 81.82 ----- ---- ---- ----- 0.25 - -_- -- ----- 0.25 21.82 0.21 81.82 ---- --- ---- ---- 0.25 --- --- --- ---- 0.25 21.83 0.21 81.82 ----- ----- ----- ----- 0.25 ----- ----- --- ----- 0.25 21.85 0.21 81.82 ----- ---- ----- ----- 0.25 ----- ----- ----- ----- 0.25 21.87 0.21 81.82 ---- ----- ----- ---- 0.25 ----- --- ----- --- 0.25 21.88 0.21 81.82 ----- ----- --- ---- 0.25 --- --- ---- -- 0.25 21.90 0.21 81.82 ----- ----- ----- ----- 0.25 ----- ----- ---- ----- 0.25 21.92 0.21 81.82 ----- ----- ----- ---- 0.24 ----- ---- ----- ----- 0.24 21.93 0.21 81.82 ----- ---- ----- ---- 0.24 -- --- ---- --- 0.24 21.95 0.21 81.82 ---- -- ---- ---- 0.24 --- --- -- ----- 0.24 21.97 0.21 81.82 ---- ---- ----- ---- 0.24 ----- ----- ---- ----- 0.24 21.98 0.21 81.82 ----- ----- ----- --- 0.24 ----- ---- ----- ----- 0.24 22.00 0.21 81.82 -- ----- ---- - 0.24 -- -- ----- - 0.24 22.02 0.23 81.82 - -_ - - 0.24 - - ---- --- 0.24 22.03 0.24 81.82 ----- ----- -- ----- 0.24 ---- --- --- ----- 0.24 22.05 0.26 81.82 ----- ---- ----- ----- 0.24 ---- ----- ---- ---- 0.24 22.07 0.28 81.82 ----- --- - - 0.24 - -- --- ---- 0.24 22.08 0.27 81.82 ---- --- - - 0.24 - - --- ---- 0.24 22.10 0.27 81.82 ----- --- - - 0.24 ----- ---- ----- --- 0.24 22.12 0.26 81.82 _- ---- ----- - 0.24 - - ---- ---- 0.24 22.13 0.26 81.82 ---- ---- --- --- 0.24 - - --- ---- 0.24 22.15 0.25 81.82 ----- - --- ---- 0.24 -- ----_ - - 0.24 22.17 0.25 81.82 ---- ----- ---- ---- 0.24 --- --- ----- ---- 0.24 22.18 0.24 81.82 --- ----- ----- ----- 0.24 ----- ----- ----- ---- 0.24 22.20 0.25 81.82 ----- --- ----- -- 0.24 - - ---- ----- 0.24 22.22 0.25 81.82 ---- ---- -- -- 0.24 ---- ---_ --- --- 0.24 22.23 0.24 81.82 ----- ----- ----- ---- 0.24 ----- ----- ----- ----- 0.24 22.25 0.24 81.82 ----- ----- ----- ---- 0.24 ----- ---- ----- ----- 0.24 22.27 0.24 81.82 ---- --- - --- 0.24 ---- --- ----- --- 0.24 22.28 0.24 81.82 --_ -- --- --- 0.24 ---- --- ---- ---- 0.24 22.30 0.24 81.82 ----- ----- ----- ----- 0.24 ---- ----- ----- ----- 0.24 22.32 0.24 81.82 ----- ----- ----- --- 0.24 ----- ----- ---- ----- 0.24 22.33 0.23 81.82 --- ---- ----- - 0.24 ----- --- --- -- 0.24 Continues on next page... DISCH. BASINML Page 9 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D ExH1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 22.35 0.23 81.82 ---- ----- ----- ----- 0.24 ----- ---- ---- ----- 0.24 22.37 0.23 81.82 ---- ----- ---- ----- 0.24 ----- ----- ---- ----- 0.24 22.38 0.23 81.82 ---- ----- ---- ---- 0.24 --- ---- ----- --- 0.24 22.40 0.23 81.82 ----- ---- ----- --- 0.24 ----- --- --- ----- 0.24 22.42 0.23 81.82 ----- ---- ----- ----- 0.24 ----- ----- ----- ----- 0.24 22.43 0.22 81.82 ---- ----- ----- ----- 0.24 ----- ----- ----- ----- 0.24 22.45 0.22 81.82 ----- --- ---- --- 0.24 --- ----- _- ---- 0.24 22.47 0.22 81.82 ----- ---- ---- --- 0.24 ----- ---_ --- --- 0.24 22.48 0.22 81.82 ----- ----- ----- ----- 0.24 ----- ---- ---- ----- 0.24 22.50 0.22 81.82 ----- ----- ---- ----- 0.24 ----- --- ----- ----- 0.24 22.52 0.21 81.82 -- --- _--- --- 0.24 ---- -- _--- --- 0.24 22.53 0.21 81.82 --- --- ---- --- 0.24 ---- -- ----- --- 0.24 22.55 0.21 81.82 ---- ----- --- ---- 0.24 ---- --- ----- ----- 0.24 22.57 0.21 81.82 ----- ----- ----- ----- 0.24 ----- ---- ----- ----- 0.24 22.58 0.21 81.82 --- ----- ----- ---- 0.24 --- --- ----- -- 0.24 22.60 0.21 81.82 -- -- ---- ---- 0.24 ---- --- ---- ----- 0.24 22.62 0.21 81.82 ----- ----- ----- ---- 0.24 ----- ----- ----- ----- 0.24 22.63 0.21 81.82 ----- ----- ---- ----- 0.24 ----- ---- ----- ----- 0.24 22.65 0.21 81.82 -- ----- ----- ---- 0.24 --- --- ---- -- 0.24 22.67 0.21 81.82 ---- -- ----- ----- 0.24 --- --- ----- ---- 0.24 22.68 0.21 81.82 ----- ----- ----- ---- 0.24 ----- ---- ----- ----- 0.24 22.70 0.21 81.82 ----- ----- ----- ----- 0.24 ----- ----- ----- ---- 0.24 22.72 0.21 81.82 ---- ----- ---- ---- 0.24 ----- --- --- ---- 0.24 22.73 0.21 81.82 ----- ---- ---- --- 0.24 --- --- ----- --- 0.24 22.75 0.20 81.82 ----- ----- --_-- ----- 0.24 ----- ----- ----- ---- 0.24 22.77 0.20 81.82 ----- ----- ----- ----- 0.23 ----- ----- ----- ----- 0.23 22.78 0.20 81.82 -- ----- -- -- 0.23 ---- --- - ---- 0.23 22.80 0.20 81.82 ----- --- ----- --- 0.23 --- __-- ---- ---- 0.23 22.82 0.20 81.82 ----- ----- ----- ----- 0.23 ----- ---- ---- ----- 0.23 22.83 0.20 81.82 ----- ----- ----- ----- 0.23 ---- ---- ---- ----- 0.23 22.85 0.20 81.82 -- - - 0.23 - - - -- 0.23 22.87 0.20 81.82 ---- --- ----- ---- 0.23 --- --- - --- 0.23 22.88 0.20 81.82 ---- ----- ---- ----- 0.23 ----- ----- ----- ---- 0.23 22.90 0.20 81.82 -- ----- ---- --- 0.23 --- ---- -- ----- 0.23 22.92 0.20 81.82 ---- ----- --- --- 0.23 ---- ---- - ---- 0.23 22.93 0.20 81.82 ---- ---- ----- --- 0.23 ----- ----- --- --- 0.23 22.95 0.20 81.82 ---- ----- ----- --- 0.23 ---- --- ---- ----- 0.23 22.97 0.20 81.82 --- ----- ----- --- 0.23 ---- --- ---- ----- 0.23 22.98 0.20 81.82 -_ ----- - -- 0.23 --- -_ - -- 0.23 23.00 0.20 81.82 ----- -- ----- --- 0.23 -- -- ---- --- 0.23 23.02 0.20 81.82 ----- ----- ----- ---- 0.23 ----- ---- ---- ---- 0.23 23.03 0.20 81.82 ----- ----- ----- --- 0.23 ---- ----- ----- ----- 0.23 23.05 0.20 81.82 ---- ---- -- --- 0.23 --- --- ---- --- 0.23 23.07 0.20 81.82 ---- --- ---- ----- 0.23 -_- -- --- --- 0.23 23.08 0.20 81.82 ---- ---- ----- --- 0.23 ----- ---- ----- ----- 0.23 23.10 0.20 81.82 ----- ---- ----- ----- 0.23 ----- --- ----- ----- 0.23 23.12 0.20 81.82 ----- ---- ---- ---- 0.23 --- ---- --- --- 0.23 23.13 0.20 81.82 ---- -- ----- ----- 0.23 -- - ---- ---- 0.23 23.15 0.20 81.82 ---- ----- ----- ----- 0.23 ----- ----- ----- ----- 0.23 23.17 0.20 81.82 ----- ----- ----- ----- 0.22 ----- ----- ----- ----- 0.22 23.18 0.20 81.82 ---- --- ----- ---- 0.22 --- -- ----- ---- 0.22 Continues on next page... DISCH.BASIN/WL Page 10 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv 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 23.20 0.19 81.82 ----- ----- ----- ----- 0.22 ----- -- ----- ---- 0.22 23.22 0.19 81.82 ----- ----- ---- ---- 0.22 ---- ----- ----- --- 0.22 23.23 0.19 81.82 ----- ----- ----- ----- 0.22 ----- ----- ----- ----- 0.22 23.25 0.19 81.82 ----- ----- ----- ----- 0.22 ----- --- ----- ----- 0.22 23.27 0.19 81.82 ----- --__ --- 0.22 ----- ---- --- --- 0.22 23.28 0.19 81.82 ----- _- P-_ ___ 0.22 ---_ --- ----- ---- 0.22 23.30 0.19 81.82 ----- ----- ---- ----- 0.22 ----- ---- ----- ----- 0.22 23.32 0.19 81.82 ----- ---- ----- ----- 0.22 ----- ----- ----- ----- 0.22 23.33 0.19 81.82 ----- --- ---- ----- 0.22 ----- ----- ----- ---- 0.22 23.35 0.19 81.82 ----- ----- 0.22 --- ---- ---- --- 0.22 23.37 0.19 81.82 ----- ----- ----- ----- 0.22 ----- ----- ----- ----- 0.22 23.38 0.19 81.82 ----- ----- ----- ----- 0.22 ----- --- ----- ----- 0.22 23.40 0.19 81.82 ---- ----- ---- 0.22 --- -- ---- ---- 0.22 23.42 0.19 81.82 ---- ---- ---- --- 0.22 ----- -- ----- ---- 0.22 23.43 0.19 81.82 ---- ----- ----- ----- 0.22 ----- ----- ----- ----- 0.22 23.45 0.19 81.81 ----- ----- ----- ---- 0.22 ----- ----- ----- ----- 0.22 23.47 0.19 81.81 ---- --- 0.22 --- ---- ----- ---_ 0.22 23.48 0.19 81.81 - --_- 0.22 ---- ---- --- ---- 0.22 23.50 0.19 81.81 ----- ----- ----- 0.22 ----- ----- ---- ----- 0.22 23.52 0.19 81.81 ----- ----- ----- 0.22 ----- ----- ----- ----- 0.22 23.53 0.19 81.81 ----- ----- ----- -_-- 0.22 ----- ----- -_-- ---- 0.22 23.55 0.19 81.81 ----- ---- ----- ----- 0.22 ----- ---- ---- _--- 0.22 23.57 0.19 81.81 ----- ----- ----- ---- 0.22 ----- ----- ----- ----- 0.22 23.58 0.19 81.81 ----- ----- ----- ----- 0.21 ----- ----- ----- ----- 0.21 23.60 0.19 81.81 ----- ----- ----- --- 0.21 --- --- ----- ----- 0.21 23.62 0.19 81.81 ----- _--- ---- ----- 0.21 --_- ----- --- ---- 0.21 23.63 0.18 81.81 ----- ----- 0.21 ----- ----- ----- ----- 0.21 23.65 0.18 81.81 ----- ----- ----- ----- 0.21 ----- ----- ----- ----- 0.21 23.67 0.18 81.81 --- ---- ---- _-- 0.21 --- ----- -- --- 0.21 23.68 0.18 81.81 ----- ----- ----- ----- 0.21 ---- --- --- ----- 0.21 23.70 0.18 81.81 ---- ----- 0.21 ----- ----- ----- ----- 0.21 23.72 0.18 81.81 ----- ----- 0.21 ----- ----- ---- ----- 0.21 23.73 0.18 81.81 ----- ---_ ---- --- 0.21 ----- ----- ---- -- 0.21 23.75 0.18 81.81 ---- ---_ -- ---- 0.21 --- -_- --- ---- 0.21 23.77 0.18 81.81 ----- ----- ----- ---- 0.21 ----- ---- ----- ---- 0.21 23.78 0.18 81.81 ----- ----- ----- ----- 0.21 ----- ----- ---- ----- 0.21 23.80 0.18 81.81 _--- --- ---- ----- 0.21 ---- - ----- -- 0.21 23.82 0.18 81.81 ----- ---- ---- ----- 0.21 ----- ----- --- --- 0.21 23.83 0.18 81.81 ----- ---- ----- ----- 0.21 ---_ --- ----- ---- 0.21 23.85 0.18 81.81 ----- ----- ----- --- 0.21 ----- ---- ----- ---- 0.21 23.87 0.18 81.81 ----- ----- ----- ---- 0.21 ----- ---- ----- ----- 0.21 23.88 0.18 81.81 ----- --- ---- ---- 0.21 --- ---_ ---- ----- 0.21 23.90 0.18 81.81 ----- ----- ----- ----- 0.21 ----- ----- ----- ---- 0.21 23.92 0.18 81.81 ----- ----- ----- ----- 0.21 ----- ----- ----- ----- 0.21 23.93 0.18 81.81 ----- ----- ----- -- 0.21 ----- ---- ---- ----- 0.21 23.95 0.18 81.81 -- ----- -- ---- 0.21 ----- ---- ---- ---- 0.21 23.97 0.18 81.81 ----- ----- 0.21 ----- ---- ----- ----- 0.21 23.98 0.18 81.81 ----- ----- ----- ----- 0.21 ----- ----- ----- ----- 0.21 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 14 DEV. BASIN BYPASS Hydrograph type = SCS Runoff Peak discharge = 0.05 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.18 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 2 min Total precip. = 3.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 490 Hydrograph Volume=253 cuft Hydrograph Discharge Table Time --Outflow (hrs cfs) 12.02 0.04 12.03 0.05 12.05 0.05 12.07 0.05 << 12.08 0.05 12.10 0.05 12.12 0.04 12.13 0.04 12.15 0.04 12.17 0.04 12.18 0.04 12.20 0.04 12.22 0.04 12.23 0.04 12.25 0.04 12.27 0.04 12.28 0.03 12.30 0.03 12.32 0.03 12.33 0.03 12.35 0.03 12.37 0.03 12.38 0.03 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intellsolve Hyd. No. 14 DEV. BASIN BYPASS Hydrograph type = SCS Runoff Peak discharge = 0.23 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.18 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = USER Time of conc. (Tc) = 2 min Total precip. = 4.70 in Distribution = Type III Storm duration = 24 hrs Shape factor = 490 Hydrograph Volume=700 cuft Hydrograph Discharge Table Time --Outflow (hrs cfs) 11.97 0.11 11.98 0.14 12.00 0.17 12.02 0.20 12.03 0.22 12.05 0.23<< 12.07 0.21 12.08 0.19 12.10 0.17 12.12 0.15 12.13 0.13 12.15 0.12 12.17 0.12 12.18 0.12 12.20 0.11 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 14 DEV. BASIN BYPASS Hydrograph type = SCS Runoff Peak discharge = 0.34 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.18 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 2 min Total precip. = 5.50 in Distribution = Type III Storm duration = 24 hrs Shape factor = 490 Hydrograph Volume=993 cult Hydrograph Discharge Table Time --Outflow (hrs cfs) 11.97 0.18 11.98 0.22 12.00 0.27 12.02 0.31 12.03 0.34<< 12.05 0.34 12.07 0.31 12.08 0.28 12.10 0.25 12.12 0.21 12.13 0.19 12.15 0.17 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 14 DEV. BASIN BYPASS Hydrograph type = SCS Runoff Peak discharge = 0.45 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.18 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 2 min Total precip. = 6.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 490 Hydrograph Volume=1,273 cuft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.97 0.25 11.98 0.30 12.00 0.36 12.02 0.42 12.03 0.45 << 12.05 0.44 12.07 0.41 12.08 0.37 12.10 0.32 12.12 0.27 12.13 0.24 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 14 DEV. BASIN BYPASS Hydrograph type = SCS Runoff Peak discharge = 0.56 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.18 ac Curve number = 60 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 2 min Total precip. = 6.90 in Distribution = Type III Storm duration = 24 hrs Shape factor = 490 Hydrograph Volume=1,570 cuft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.97 0.32 11.98 0.39 12.00 0.46 12.02 0.53 12.03 0.56 12.05 0.55 12.07 0.51 12.08 0.45 12.10 0.39 12.12 0.34 12.13 0.30 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 15 TOTAL DEV.FLOW BROOK Hydrograph type = Combine Peak discharge = 0.05 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyds. = 13, 14 Hydrograph Volume=253 cuft Hydrograph Discharge Table Time Hyd. 13+ Hyd. 14= outflow (hm) (off) (08) WS) 12.02 0.00<< 0.04 0.04 12.03 0.00<< 0.05 0.05 12.05 0.00 « 0.05 0.05 12.07 0.00 << 0.05<< 0.05 << 12.08 0.00<< 0.05 0.05 12.10 0.00<< 0.05 0.05 12.12 0.00 << 0.04 0.04 12.13 0.00<< 0.04 0.04 12.15 0.00 << 0.04 0.04 12.17 0.00<< 0.04 0.04 12.18 0.00 << 0.04 0.04 12.20 0.00<< 0.04 0.04 12.22 0.00<< 0.04 0.04 12.23 0.00 << 0.04 0.04 12.25 0.00« 0.04 0.04 12.27 0.00 « 0.04 0.04 12.28 0.00« 0.03 0.03 12.30 0.00 « 0.03 0.03 12.32 0.00 << 0.03 0.03 12.33 0.00 << 0.03 0.03 12.35 0.00« 0.03 0.03 12.37 0.00 << 0.03 0.03 12.38 0.00<< 0.03 0.03 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 15 TOTAL DEV.FLOW BROOK Hydrograph type = Combine Peak discharge = 0.23 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyds. = 13, 14 Hydrograph Volume=700 cuft Hydrograph Discharge Table Time Hyd. 13+ Hyd. 14= Outflow (hrs) (cfs) (cfs) (cfs) 11.97 0.00 « 0.11 0.11 11.98 0.00« 0.14 0.14 12.00 0.00 « 0.17 0.17 12.02 0.00« 0.20 0.20 12.03 0.00« 0.22 0.22 12.05 0.00« 0.23<< 0.23 << 12.07 0.00<< 0.21 0.21 12.08 0.00 « 0.19 0.19 12.10 0.00 « 0.17 0.17 12.12 0.00« 0.15 0.15 12.13 0.00 « 0.13 0.13 12.15 0.00 << 0.12 0.12 12.17 0.00 « 0.12 0.12 12.18 0.00« 0.12 0.12 12.20 0.00 « 0.11 0.11 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 15 TOTAL DEV.FLOW BROOK Hydrograph type = Combine Peak discharge = 0.34 cfs Storm frequency = 25 yrs Time interval = 1 min Inflow hyds. = 13, 14 Hydrograph Volume=993 cuft Hydrograph Discharge Table Time Hyd. 13+ Hyd. 14= Outflow (hrs) (Cfe) (Cfs) (ofs) 11.97 0.00<< 0.18 0.18 11.98 0.00<< 0.22 0.22 12.00 0.00<< 0.27 0.27 12.02 0.00 << 0.31 0.31 12.03 0.00<< 0.34<< 0.34<< 12.05 0.00<< 0.34 0.34 12.07 0.00<< 0.31 0.31 12.08 0.00<< 0.28 0.28 12.10 0.00 « 0.25 0.25 12.12 0.00<< 0.21 0.21 12.13 0.00 << 0.19 0.19 12.15 0.00<< 0.17 0.17 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intellsolve Hyd. No. 15 TOTAL DEVYLOW BROOK Hydrograph type = Combine Peak discharge = 0.45 cfs Storm frequency = 50 yrs Time interval = 1 min Inflow hyds. = 13, 14 Hydrograph Volume=3,327 cuft Hydrograph Discharge Table Time Hyd. 13+ Hyd. 14= Outflow (hm) (Cfs) (Cfs) (ifs) 11.97 0.00 0.25 0.25 11.98 0.00 0.30 0.30 12.00 0.00 0.36 0.36 12.02 0.00 0.42 0.42 12.03 0.00 0.45 << 0.45<< 12.05 0.00 0.44 0.44 12.07 0.00 0.41 0.41 12.08 0.00 0.37 0.37 12.10 0.00 0.32 0.32 12.12 0.00 0.27 0.27 12.13 0.00 0.24 0.24 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 15 TOTAL DEVYLOW BROOK Hydrograph type = Combine Peak discharge = 0.56 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyds. = 13, 14 Hydrograph Volume=10,826 cuft Hydrograph Discharge Table Time Hyd. 13+ Hyd. 14= Outflow (hrs) (oft) Ws) (oft) 11.97 0.00 0.32 0.32 11.98 0.00 0.39 0.39 12.00 0.00 0.46 0.46 12.02 0.00 0.53 0.53 12.03 0.00 0.56<< 0.56 << 12.05 0.00 0.55 0.55 12.07 0.00 0.51 0.51 12.08 0.00 0.45 0.45 12.10 0.00 0.39 0.39 12.12 0.00 0.34 0.34 12.13 0.00 0.30 0.30 15.93 0.26 0.02 0.28 15.95 0.26 0.02 0.28 15.97 0.27 0.02 0.29 15.98 0.27 0.02 0.29 16.00 0.28 0.02 0.30 16.02 0.28 0.02 0.30 16.03 0.29 0.02 0.31 16.05 0.29 0.02 0.31 16.07 0.29 0.02 0.32 16.08 0.30 0.02 0.32 16.10 0.30 0.02 0.32 16.12 0.31 0.02 0.33 16.13 0.31 0.02 0.33 16.15 0.31 0.02 0.33 16.17 0.32 0.02 0.34 16.18 0.32 0.02 0.34 16.20 0.32 0.02 0.34 16.22 0.33 0.02 0.35 16.23 0.33 0.02 0.35 16.25 0.33 0.02 0.35 16.27 0.34 0.02 0.36 16.28 0.34 0.02 0.36 16.30 0.34 0.02 0.36 16.32 0.35 0.02 0.36 16.33 0.35 0.02 0.37 16.35 0.35 0.02 0.37 16.37 0.35 0.02 0.37 Continues on next page... TOTAL DEVYLOW BROOK Page 2 Hydrograph Discharge Table Time Hyd. 13+ Hyd. 14= Outflow (hrs) (ifs) (Cfs) (08) 16.38 0.36 0.02 0.37 16.40 0.36 0.02 0.38 16.42 0.36 0.02 0.38 16.43 0.36 0.02 0.38 16.45 0.36 0.02 0.38 16.47 0.37 0.02 0.39 16.48 0.37 0.02 0.39 16.50 0.37 0.02 0.39 16.52 0.37 0.02 0.39 16.53 0.37 0.02 0.39 16.55 0.38 0.02 0.39 16.57 0.38 0.02 0.40 16.58 0.38 0.02 0.40 16.60 0.38 0.02 0.40 16.62 0.38 0.02 0.40 16.63 0.38 0.02 0.40 16.65 0.39 0.02 0.40 16.67 0.39 0.02 0.40 16.68 0.39 0.02 0.41 16.70 0.39 0.02 0.41 16.72 0.39 0.02 0.41 16.73 0.39 0.02 0.41 16.75 0.39 0.02 0.41 16.77 0.39 0.02 0.41 16.78 0.40 0.02 0.41 16.80 0.40 0.02 0.41 16.82 0.40 0.02 0.42 16.83 0.40 0.02 0.42 16.85 0.40 0.02 0.42 16.87 0.40 0.02 0.42 16.88 0.40 0.02 0.42 16.90 0.40 0.02 0.42 16.92 0.40 0.02 0.42 16.93 0.40 0.02 0.42 16.95 0.40 0.02 0.42 16.97 0.40 0.02 0.42 16.98 0.41 0.02 0.42 17.00 0.41 0.02 0.42 17.02 0.41 0.02 0.42 17.03 0.41 0.02 0.42 17.05 0.41 0.02 0.42 17.07 0.41 0.02 0.42 17.08 0.41 0.02 0.42 17.10 0.41 0.02 0.43 17.12 0.41 0.02 0.43 17.13 0.41 0.02 0.43 17.15 0.41 0.02 0.43 17.17 0.41 0.02 0.43 17.18 0.41 0.02 0.43 17.20 0.41 0.02 0.43 17.22 0.41 0.02 0.43 Continues on next page... TOTAL DEV.FLOW BROOK Page 3 Hydrograph Discharge Table Time Hyd. 13+ Hyd. 14= Outflow (hm) (ofS) (off) (off) 17.23 0.41 0.02 0.43 17.25 0.41 0.02 0.43 17.27 0.41 0.02 0.43 17.28 0.41 0.02 0.43 17.30 0.41 << 0.02 0.43 17.32 0.41 0.02 0.43 17.33 0.41 0.02 0.43 17.35 0.41 0.02 0.43 17.37 0.41 0.02 0.43 17.38 0.41 0.02 0.43 17.40 0.41 0.02 0.43 17.42 0.41 0.02 0.43 17.43 0.41 0.02 0.42 17.45 0.41 0.02 0.42 17.47 0.41 0.02 0.42 17.48 0.41 0.02 0.42 17.50 0.41 0.01 0.42 17.52 0.41 0.01 0.42 17.53 0.41 0.01 0.42 17.55 0.41 0.01 0.42 17.57 0.41 0.01 0.42 17.58 0.41 0.01 0.42 17.60 0.41 0.01 0.42 17.62 0.41 0.01 0.42 17.63 0.41 0.01 0.42 17.65 0.40 0.01 0.42 17.67 0.40 0.01 0.42 17.68 0.40 0.01 - 0.42 17.70 0.40 0.01 0.42 17.72 0.40 0.01 0.42 17.73 0.40 0.01 0.42 17.75 0.40 0.01 0.42 17.77 0.40 0.01 0.41 17.78 0.40 0.01 0.41 17.80 0.40 0.01 0.41 17.82 0.40 0.01 0.41 17.83 0.40 0.01 0.41 17.85 0.40 0.01 0.41 17.87 0.40 0.01 0.41 17.88 0.40 0.01 0.41 17.90 0.40 0.01 0.41 17.92 0.39 0.01 0.41 17.93 0.39 0.01 0.41 17.95 0.39 0.01 0.41 17.97 0.39 0.01 0.41 17.98 0.39 0.01 0.40 18.00 0.39 0.01 0.40 18.02 0.39 0.01 0.40 18.03 0.39 0.01 0.40 18.05 0.39 0.01 0.40 18.07 0.39 0.01 0.40 Continues on next page... TOTAL DEVYLOW BROOK Page 4 Hydrograph Discharge Table Time Hyd. 13+ Hyd. 14= Outflow (hrs) WS) WS) (ofs) 18.08 0.39 0.01 0.40 18.10 0.39 0.01 0.40 18.12 0.38 0.01 0.40 18.13 0.38 0.01 0.40 18.15 0.38 0.01 0.40 18.17 0.38 0.01 0.39 18.18 0.38 0.01 0.39 18.20 0.38 0.01 0.39 18.22 0.38 0.01 0.39 18.23 0.38 0.01 0.39 18.25 0.38 0.01 0.39 18.27 0.38 0.01 0.39 18.28 0.38 0.01 0.39 18.30 0.37 0.01 0.39 18.32 0.37 0.01 0.39 18.33 0.37 0.01 0.39 18.35 0.37 0.01 0.38 18.37 0.37 0.01 0.38 18.38 0.37 0.01 0.38 18.40 0.37 0.01 0.38 18.42 0.37 0.01 0.38 18.43 0.37 0.01 0.38 18.45 0.37 0.01 0.38 18.47 0.37 0.01 0.38 18.48 0.37 0.01 0.38 18.50 0.36 0.01 0.38 18.52 0.36 0.01 0.38 18.53 0.36 0.01 0.37 - 18.55 0.36 0.01 0.37 18.57 0.36 0.01 0.37 18.58 0.36 0.01 0.37 18.60 0.36 0.01 0.37 18.62 0.36 0.01 0.37 18.63 0.36 0.01 0.37 18.65 0.36 0.01 0.37 18.67 0.36 0.01 0.37 18.68 0.36 0.01 0.37 18.70 0.35 0.01 0.37 18.72 0.35 0.01 0.37 18.73 0.35 0.01 0.36 18.75 0.35 0.01 0.36 18.77 0.35 0.01 0.36 18.78 0.35 0.01 0.36 18.80 0.35 0.01 0.36 18.82 0.35 0.01 0.36 18.83 0.35 0.01 0.36 18.85 0.35 0.01 0.36 18.87 0.35 0.01 0.36 18.88 0.35 0.01 0.36 18.90 0.35 0.01 0.36 18.92 0.34 0.01 0.36 Continues on next page... TOTAL DEVYLOW BROOK Page 5 Hydrograph Discharge Table Time Hyd. 13+ Hyd. 14= Outflow (hrs) WS) (offs) (afs) 18.93 0.34 0.01 0.36 18.95 0.34 0.01 0.36 18.97 0.34 0.01 0.35 18.98 0.34 0.01 0.35 19.00 0.34 0.01 0.35 19.02 0.34 0.01 0.35 19.03 0.34 0.01 0.35 19.05 0.34 0.01 0.35 19.07 0.34 0.01 0.35 19.08 0.34 0.01 0.35 19.10 0.34 0.01 0.35 19.12 0.34 0.01 0.35 19.13 0.34 0.01 0.35 19.15 0.33 0.01 0.35 19.17 0.33 0.01 0.35 19.18 0.33 0.01 0.35 19.20 0.33 0.01 0.34 19.22 0.33 0.01 0.34 19.23 0.33 0.01 0.34 19.25 0.33 0.01 0.34 19.27 0.33 0.01 0.34 19.28 0.33 0.01 0.34 19.30 0.33 0.01 0.34 19.32 0.33 0.01 0.34 19.33 0.33 0.01 0.34 19.35 0.33 0.01 0.34 19.37 0.33 0.01 0.34 19.38 0.33 0.01 0.34 19.40 0.32 0.01 0.34 19.42 0.32 0.01 0.34 19.43 0.32 0.01 0.33 19.45 0.32 0.01 0.33 19.47 0.32 0.01 0.33 19.48 0.32 0.01 0.33 19.50 0.32 0.01 0.33 19.52 0.32 0.01 0.33 19.53 0.32 0.01 0.33 19.55 0.32 0.01 0.33 19.57 0.32 0.01 0.33 19.58 0.32 0.01 0.33 19.60 0.32 0.01 0.33 19.62 0.32 0.01 0.33 19.63 0.32 0.01 0.33 19.65 0.32 0.01 0.33 19.67 0.31 0.01 0.33 19.68 0.31 0.01 0.33 19.70 0.31 0.01 0.32 19.72 0.31 0.01 0.32 19.73 0.31 0.01 0.32 19.75 0.31 0.01 0.32 19.77 0.31 0.01 0.32 Continues on next page... TOTAL DEVYLOW BROOK Page 6 Hydrograph Discharge Table Time Hyd. 13+ Hyd. 14= Outflow (hm) (ofS) (ofs) (cfs) 19.78 0.31 0.01 0.32 19.80 0.31 0.01 0.32 19.82 0.31 0.01 0.32 19.83 0.31 0.01 0.32 19.85 0.31 0.01 0.32 19.87 0.31 0.01 0.32 19.88 0.31 0.01 0.32 19.90 0.31 0.01 0.32 19.92 0.31 0.01 0.32 19.93 0.31 0.01 0.32 19.95 0.30 0.01 0.32 19.97 0.30 0.01 0.31 19.98 0.30 0.01 0.31 20.00 0.30 0.01 0.31 20.02 0.30 0.01 0.31 20.03 0.30 0.01 0.31 20.05 0.30 0.01 0.31 20.07 0.30 0.01 0.31 20.08 0.30 0.01 0.31 20.10 0.30 0.01 0.31 20.12 0.30 0.01 0.31 20.13 0.30 0.01 0.31 20.15 0.30 0.01 0.31 20.17 0.30 0.01 0.31 20.18 0.30 0.01 0.31 20.20 0.30 0.01 0.31 20.22 0.30 0.01 0.31 20.23 0.30 0.01 0.31 20.25 0.29 0.01 0.30 20.27 0.29 0.01 0.30 20.28 0.29 0.01 0.30 20.30 0.29 0.01 0.30 20.32 0.29 0.01 0.30 20.33 0.29 0.01 0.30 20.35 0.29 0.01 0.30 20.37 0.29 0.01 0.30 20.38 0.29 0.01 0.30 20.40 0.29 0.01 0.30 20.42 0.29 0.01 0.30 20.43 0.29 0.01 0.30 20.45 0.29 0.01 0.30 20.47 0.29 0.01 0.30 20.48 0.29 0.01 0.30 20.50 0.29 0.01 0.30 20.52 0.29 0.01 0.30 20.53 0.29 0.01 0.30 20.55 0.28 0.01 0.29 20.57 0.28 0.01 0.29 20.58 0.28 0.01 0.29 20.60 0.28 0.01 0.29 20.62 0.28 0.01 0.29 Continues on next page... TOTAL DEVYLOW BROOK Page 7 Hydrograph Discharge Table Time Hyd.13+ Hyd. 14= Outflow (hrs) (cfs) (cfs) (cis) 20.63 0.28 0.01 0.29 20.65 0.28 0.01 0.29 20.67 0.28 0.01 0.29 20.68 0.28 0.01 0.29 20.70 0.28 0.01 0.29 20.72 0.28 0.01 0.29 20.73 0.28 0.01 0.29 20.75 0.28 0.01 0.29 20.77 0.28 0.01 0.29 20.78 0.28 0.01 0.29 20.80 0.28 0.01 0.29 20.82 0.28 0.01 0.29 20.83 0.28 0.01 0.29 20.85 0.28 0.01 0.28 20.87 0.27 0.01 0.28 20.88 0.27 0.01 0.28 20.90 0.27 0.01 0.28 20.92 0.27 0.01 0.28 20.93 0.27 0.01 0.28 20.95 0.27 0.01 0.28 20.97 0.27 0.01 0.28 ...End APPENDIX F DPI Proj.No.2401 Jay's Landscaping 473 Sullivan Avenue South Windsor,Connecticut May 10,2007 Water Quality Volume Calculations Reference:2004 Connecticut Stormwater Quality Manual WQV=(P)(R)(A) 12 WQV=volume in ac-ft R=0.05+0.009I 1=%impervious coverage A=site area in ac Area: 1.95 ac WQV=(P)(0.05+0.009*80)1.95)=0.125 ac-ft=5450 cf 12 10%volume min.required in forebay:545 cf APPENDIX G 0*4 COPY O F' Tiovf oic Siou.t/2 V&zd46-0t w° 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 J�OSOR-co TELEPHONE(860)644-2511 June 13, 2007 Certified#7004 2510 0003 9802 9806 Jays Landscaping P.O. Box 1225 South Windsor, CT 06074 RE: App. #07-28P—Jays Landscaping-Revised Conditions(please see condition # 90 as discussed at the 6/6107meeting of the Inland Wetland/Conservation Commission) Dear Mr. Murtha: At the June 6, 2007 regular meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions application 07-28P Jays Landscaping-473 Sullivan Avenue—Inland Wetland/Conservation Commission application for a site plan for an.industrial building and office on 3.49 acres, storm water structures, parking and associated improvements on property located southerly of Sullivan Avenue. Industrial (1) Zone. This approval is subject to the following.conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to.this Commission. This must be completed Within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning &Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on June 06, 2012. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 1 r 7. We recommend a bond of$2,000 to be submitted to the Planning and Zoning Commission to ensure compliance with the erosion and sediment control measures. 8. We recommend a bond of$5,000 to be submitted to the Planning and Zoning Commission to ensure establishment of the storm water quality basin. 9. Town engineer's review comments must be addressed to his satisfaction. 10. The 25 area around the north and west edge of the wetlands must be shown on the plans. Activity within this area must be confined to debris removal and habitat planting Very truly yours, AW a�im�oL, Liza eth A.Warren,Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW: km cc: . Richard Boston, RLA, Design Professionals 2 1-7 - - - - 3. s % a, S d — QiG w -- -- -- - - -- - �_ � - - - - -- 1 ���i��/VV J�/rvPG/ ��J � l� `/rU�''"�v K cx�-_ --- urG-�,� G!c�r-� -- �.. - -- - r -- (' ��_�� n � -- �„ -— �r 'r Appl #07-28P, Jay's Landscaping LLC Public Hearing, date Planning Department Report l. Request for site plan approval to operate a landscaping business at 473 Sullivan Avenue, I zone. Maximum impervious coverage allowed is 65%, 43% proposed. ;- lsd. Lot size is 3.5 ac; minimum lot size allowed is 1/2 acre. Frontage is 198 feet; minimum allowed is 100 ft. Front yard setback is 110 feet, 50 feet required. 2. This site does not appear to be suitable for Access Management provisions. The lots on both sides are developed; several sites to the east are already interconnected, and the site to the west has access management provisions as part of its approval conditions. 3. There will be outdoor storage of landscaping materials as well as a nursery stock holding area, all to the rear of the building and site. The outdoor storage area begins about 300 feet from the front property boundary. If after construction the outdoor storage area is visible from the street, the applicant will need to screen it. The site is currently partially enclosed by a 4' chain link fence. the applicant proposes to continue the chain link fence in the future. 4. a . The applicant has shown 23 spaces and 15 reserve spaces, and is also asking for a waiver of 13 spaces. The waiver is not necessary with the 15 reserve spaces shown. 5. Architectural and Design Review Committee reviewed this proposal on May 17. They were pleased with the design and colors. 6. ' e i ti w �� 'lli�tO ' pol s, d hrejbak - th4uid. g.�inrilael cu o res. 7. There is a detention basin at the rear of the site. 8. A lighted, freestanding sign is proposed at the entrance. 9. There are regulated wetlands at the rear of the site. IWA/CC approved the site on June 6 with a $2,000 bond to ensure compliance with the erosion and sediment control measures and a bond of$5,000 to ensure establishment of the storm water quality basin. 10.The Fire Marshal has reviewed the plans and has no comments. 1 11.Public water and sewer are available. Water Pollution Control Authority approval is required. 12.There is a dumpsters located to the rear of the building, on a concrete pad, screened by the building itself. B.There is a second phase planned for the future, consisting of a 60' x 60' building addition. This application does not include a request for approval of the second phase. 14.If this application is approved, the Planning Department requests that the Special Exception portion of the title be removed and that the parking waiver request be removed. 2 COPYpYfy t � Town op s-o�dA � x r o w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f.OSox•ca� TELEPHONE (860) 644 2511 CERTIFIED MAIL 7006 2150 0005 7640 3923 July 12, 2007 Karen Isherwood Design Professionals Inc PO Box 1167 South Windsor CT 06074 Dear Ms. Isherwood: Re: Appl 07-28P Jay's Landscaping We are pleased to advise you that the Planning & Zoning Commission voted on 7/10/07 to approve with modifications App107-28P This approval is for the construction of a 5,400 sf facility on property located at 473 Sullivan Ave, I zone, as shown on plans prepared by Design Professionals Inc., dated 5/11/07, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission,including a bond in the amount of$2,000 to ensure compliance with the erosion and sediment control measures and a bond of$5,000 to ensure establishment of the storm water quality basin. 4. A landscape bond in the amount of$1000 is required and must be submitted prior to filing of mylars. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. The Town Engineer's review comments dated Mayl7, 2007, must be addressed to the Town Engineer's satisfaction. 13. If outdoor storage areas are visible from Sullivan Avenue after construction is complete,the storage areas must be appropriately screened. 14. The parking waiver request and Special Exception title must be removed from the plans. 15. If the dumpster becomes a nuisance, it must be enclosed. Black and white transparent mylars of Sheet 3 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, ,4�,--,k Patrick Kennedy, Chairman Planning and Zoning Commission PK/ma cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal RECEIVE[ 'JUL ?4 Z007 SOWN Se4 C TIGW V 0 C � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 0e•c0�'�w AREA CODE 860/644-2511 July 19,2007 Ms.Karen Isherwood Design Professionals,Inc. P.O. Box 1167 South Windsor,CT 06074 Re: Webster Commons, 1678 & 1700 Ellington Road(Approval to Connect) South Windsor,CT Dear Ms.Isherwood: The South Windsor Water Pollution Control Authority, at its regular meeting of July 17, 2007, approved the application as presented for Webster Commons located at 1678 & 1700 Ellington Road, South Windsor,CT; for connection to the Town sewerage system;as more specifically shown on plans entitled"Webster Commons, Site Plan, 1678 & 1700 Ellington Road, South Windsor, CT" Prepared by Design Professionals, Inc., South Windsor, CT: Sheet No.A of 9, Job No.:1345 "Topographic Plan Dated: 2-20-07 with revision dates of: 4/12/07 and 3/29/07; also Sheet No.:6 of 9 "Details", Dated: 2/20/07 with revision dates of 7/12/07, 4/23/07, 4/18/07,4/12/07,and 3/29/07. This approval is subject to the following conditions: 1. MDC should provide a single water meter for the entire project for the purposes of determining a sewer use charge; 2. Technical approval of the Town Engineering Department; and 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and.meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, /0�I � ( Joseph J �. Carino,Chairman Water Pollution Control Authority JC:ead cc: Michael J. Gantick,Director of Public Works Jeff Doolittle,Town Engineer VMarcia Banach,Director of Planning Chris Dougan, Chief Building Inspector BOND TRANSMITTAL DATE: APPLICANT NAME )A S t� yam {rtR ADDRESS 0h aa5 -Ss,*b W1v,4" Cr 0 iv-i PROJECT LOCATION/ADDRESS Eli �( �(��� . LOT SUBDIVISION () P&Z OR IWA/CC APPLICATION NUMBER Z�421,000 S AMOUNT OF BOND. t oil CHECK NUMBER DEPARTMENT VI Vj SUBMITTED BY NAME DATE RECEIVED BY FINANCErt NAME DATE SUB ACCOUNT NUMBERS 03 l a 3 \\townU'dc\v0111Planoin9 DapyRment\Mcssino\Focros\Pmmks-Bond4\BOND TRANSMITTAL 08-27-01.doc op N N s t� fqTown 0 P Soa� 7d&UY&)t o C U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f°sox co TELEPHONE (860) 644 2511 July 26, 2007 Jay Murtha Jay's Landscaping 473 Sullivan Ave South Windsor CT 06074 Dear Mr. Murtha: Re: Preconstruction Meeting—Appl#07-28P,Jay's Landscaping 7-25-07 IN ATTENDANCE Jeff Doolittle TOSW 1540 Sullivan Ave 860-644-2511 ex 245 Michele Lipe TOSW 1540 Sullivan Ave 860-644-2511 Jeff Folger TOSW 1540 Sullivan Ave 860-644-2511 ex 229 Tim Starr New England BLB 621 Main St 860-209-0890 Jay Murtha Jay's Landscaping 1280 Main St 860-289-2365 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Town Streets Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six(6)inch lifts e. Placement of bituminous concrete, two (2)inch layers minimum 3. A Drain Layers permit will be needed for comiection to the sanitary sewer system. 4. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 5. As built.plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 6. All pipe and structures to be backfilled with free draining material compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 7. Any problems and/or questions regarding construction of this project will be directed to Jay Murtha in the field at phone 250-3317. 8. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 9. Job meetings will be held as needed, and can be called by the developer or Town. 10. Seventy-two (72)hours' notice needed for certificate of occupancy inspection. 11. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 12. Normal hours of operation 7:00 a.m. —5:00 p.m., no work on Sunday. 13. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 14. No paving after October 15 or before April 15 without written approval from Director of Public Works. 15. Sanitary lateral locations should be tied down to existing structures and shown on the progress as- builts. 16. During construction of individual sanitary sewer house laterals,the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Mylar must be signed and filed prior to issuance of building permits. 3. A sign permit is required for all building and free standing signage SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required) to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the g p p Y P � Y street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, 4ffMichele R. Lipe,AICP G Assistant Director of Planning MRL/ - cc: Jeffrey Doolittle,Town Engineer Bernie Drabek, Engineering Inspector Karl Reichle, Public Works Mel Stead, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers, Fire Marshal CL&P SBC/SNET PRE CONSTRUCTION MEETING SIGN IN SHEET NAME COMPANY ADDRESS TELEPHONE # ------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TU s (4 y `4 ' 5r+RR NIF'J �9 1 "� e jea �a s ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ BOND RELEASE TRANSMITTAL DATE : j o l Lci CONTRACTOR/DEVELOPER S- NAME & ADDRESS Q , 3 a x '-2 5- off../ n �t tin Cat (off Y PROJECT LOCATION/ADDRESS / ' LOT P&Z' OR .IWA/CC APPLICATION NUMBER tn-)-2 g ,o SUB ACCOUNT NUMBER 50 1 3 3 ORIGINAL BOND AMOUNT `� � 0 U v _ ...._._,.._. Please release the bond indicated above as all of the required work has been completed. NAN DATE T q ' BY CHECK. # ISSUED DATE S:\ENGINEER\FORMS\Office Forms\BOND RELEASE TRANSMITTAL.doc q"W N SFq` Town O-P SOUZA V&u&ot S & 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSOR-co TELEPHONE (860) 644-2511 November 3,2008 Jay's Landscaping 473 Sullivan Avenue South Windsor CT 06074 Dear Mr. Murtha: Re: AppL 07-28P, Jay's Landscaping This is to advise you that the Planning and Zoning Commission voted on October 28, 2008 to release the landscaping bond for the above-referenced project in the amount of$1,000. At this same meeting the Commission voted to release a$2,000 IWA/CC bond and a$5,000 IWA/CC. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, PLANNING&ZONING COMMISSION )_ 0 k&�lk _�" Patrick Kennedy, Chairman PK/ma cc: Town Engineer