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HomeMy WebLinkAboutSite Plan - Conservation (84) TOWN OF SOUTH WINDSOR INLAND WETLANDS, WATERCOURSES AND CONSERVATION APPLICATION Application# O`t-W-P Date Received I utott _ INSTRUCTIONS 1. Fifteen applications (15) with map and plans (2 copies) shall be submitted together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VII-X) 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application Evaluation. (See Regulations, Section VII-X) 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. The applicant shall also complete the state filing form. A. Applicant's Name: Jeffrey Sawyer, Generation2 Inc. Address: 27 Summersweet Drive, Glastonbury, CT 06033 Phone: (cell) 982-4085 (work) 633-1124 (fax) 633-1599 ' .y B. Legal owner's name: Lois H. Peterson Address 440 Deming Street, South Windsor, CT 06074 Phone (home) 644-143 8 (work) (fax) (List additional owners, addresses, and phone numbers on back of application) C. If the applicant is not the owner of the subject property, a letter by the owner(s) authorizing the proposed regulated activity set forth in the application must accompany this form and will be part of the application. D. Project Name (if any) Wentworth Park �-�- 1. Contact Person (if further information is needed) Karen M. Isherwood, P.E., Design Professionals, Inc., 165 South Satellite Rd., South Windsor, CT 06074 (work)291-8755 (fax)291-8757 E. The geographical location of the property which is to be affected by the proposed regulated activities including a description of the land in sufficient detail to allow identification of the property on the Inland Wetland and Watercourse Map. Assessor's map #52 Parcel #103 Zone: Restricted Commercial F. Names of all abutting property owners from records in Town Clerk's office. (use separate sheet if necessary) See attached. G. Have you notified all abutting property owners (from records in Town Clerk's office) by certified letter that an application is pending before the Agency? Yes. ** (you are required to supply a copy of the letter with the list of the names of the abutters).** H. Purpose and description of all proposed regulated activity(s) including amount of disturbance in square feet and types of fill and the time element involved.- Construction of office buildings, parking, drainage, drainage facilities, utilities and associated grading. No disturbance of wetlands; 46,100 sq. ft. of disturbance in upland review area. All fill to be clean fill. Construction to take approximately one year to complete. I. A class A-2 map of the property drawn to 1" = 40', showing the area to be developed, extent of the wetlands and watercourses affected, topography, existing and proposed activities and names and locations of adjacent property owners must be submitted. J. Amount of regulated area disturbance and types of fill (including wetlands and regulated buffers). No impact to wetlands. 46,100 sq. ft. of regulated uplands disturbance— fill with clean fill. K. Acreage of wetlands and watercourses in regulated areas to be altered.- 0 L. Acreage of wetlands and watercourses to be created: 0 M. Lineal feet of proposed stream alteration: 0 N. Total land area of project and percentage which is wetlands: Lot = 3.29f acres; wetlands = .44 acres O. Identify all other permits or approvals that have been issued, applied for, or required with respect to the proposed activity set forth in this application. (These may include but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P., F.E.M.A., D.O.T., The Army Corps of Engineers, and any other State, Local or Federal Permits.)Planning&Zoning, DEP P. The applicant (or designated representative) hereby attests that a sign will be posted at the following location(s): 225 Oakland Road, South Windsor, CT 06074 P. The applicant (or designated representative) hereby attests that a sign will be posted at the following location(s): 225 Oakland Road, South Windsor, CT 06074 By: Peter R. DeMallie, President Design Professionals, Inc. on or before t following te: As directed by Town Staff Signature. These signs must be displayed continuously for at least ten (10) days prior to scheduled meeting (see Regulations, Section 7.3a) The undersigned hereby applies for the regulated activities listed in paragraph H above, for an Inland Wetlands, Watercourses and Conservation permit for the property described herein and confirms that: 1. She/he is familiar with the currently effective Inland Wetlands, Watercourses and Conservation Regulations of the Town of South Windsor. 2. She/he understands that at any time during the review. period, the Agency may require the applicant to provide more information about the wetlands and/or watercourses in question and/or any proposed activity. 3. All information submitted in the application for review shall be considered factual, or in the case of anticipated activity, binding. A knowing failure of the applicant or any of her/his agents to provide correct information, or performance exceeding the levels of activity anticipated, shall be sufficient grounds for revocation of any permit under these regulations. 4. By making this application, the applicant gives permission to the Inland Wetlands, Watercourses and Conservation Commission members and/or its representative to enter the portions of the premises which are subject of the application for the purpose of inspection and investigation and otherwise evaluating the merits of the application both before and after a final decision has been issue . V � Signature of Owner of Property Date 16 I r--by/ Signatkgof Applicant Date III generation2inc. DEVELOPMENT COMPANY Wentworth Park Budget Summary 40 Land Size • 3.29 acres 40 Total number of office condos • 12 4 Square Footage • Two story units—3,000 square feet fr Phases • Phase one—3 condos • Phase two—9 condos U Budget • Site development=$592,250(Entire Site) • Land Cost= $335,000 • Total Development Cost= $927,250 10 Per Unit Cost • 12 units—per unit cost$77,271 • 10 units—per unit cost$92,725 • 10 units-Adds $15,455 to the cost of every unit • A total cost of$154,550....... This is 1/2 of my profits margin 40 Potential Extra Costs Not Included • Oakland Road Expansion= $150,000 • Water Line Extension = $65,000 • Total Cost= $215,000 V Total Land Development Budget= $1,142,250 Stormwater Management Plan Wentworth Park South Windsor, Connecticut OCT _ 5 2004 _:'1I41 rJIiC�SG�I IN AND'rJ�-. LANMI,AGENCY CONSERVATION CC>NIMIISSION Prepared by Design Professionals,Inc. 165 South Satellite Road South Windsor, CT 06074 DPI Project No. 99-1280 September 29,2004 Table of Contents: Page# Introduction 1 Proposed Development 1 Off-Site Analysis 2 Peak Runoff control 2 Nonstructural Drainage System 2 Riparian Buffers 2 Erosion/Sedimentation Control Systems 2 Storm-water Runoff Quality 2 Conveyance System 2 Discharge at the Natural Location 2 Maintenance and Operation 3 Topographic Contour Maps 3 Floodplain Boundaries 3 Drainage Design 3 On-Site Storm Sewer Calculations 4 Conclusions 4 Appendices Site Location Map A TR-55 Existing Conditions B TR-55 Developed Conditions C Storm Sewer Calculations D 0 __M I Introduction: The site is located on the south side of Oakland Road in South Windsor, Connecticut, and consists of a single parcel of 2.44 Acres. The site is presently undeveloped. Farm Brook is located along the easterly, southerly, and a portion of the westerly side of the site. We understand that as part of a previous permit, Farm Brook was relocated to its present location, and at one time traversed the middle of the site. As part of the relocation of Farm Brook, extensive filling of the site occurred. Proposed Development: The proposed development of the site includes the construction of 4 3-unit buildings to be used for office space. As part of the development, access drives and parking will be constructed. The site will be serviced by public sanitary sewer and water. The site presently drains to Farm Brook, and will continue to do so under developed conditions. The site contains limits of 100 year flood zones, and a zone x which is indicative of areas of shallow flooding for the 100 year storm events, or flooding for the 500 year storm events. Due to the flooding potential of the site, the elevation of the proposed buildings and improvements were designed at an elevation to prevent flooding. The Storm drainage system proposed for the development includes the installation of storm-sewers within the proposed paved areas, and 3 detention basins. Due to the elevation of the flood zone,the intent of the storm drainage and detention basins is to locate all storage volume within the basins to be above the 100 year flood elevation in the area of the discharge. The soils on site presently contain a mix of various types of fill. Due to the overall poor composition of the previous fill, much of the fill in the areas of the buildings and parking will need to be removed and replaced with suitable compacted fill. 3 detention basins are proposed for the site. The detention basins will provide water detention for storm events ranging from the 2-100 year storm events. As part of the drainage design, two Baysaver structures are proposed for water quality. These two structures will be located prior to discharge to the two basins on the western side of the site. Off-Site Analysis: The site presently drains to the Farm Brook that is located along the periphery of the site. With the proposed detention basins, and water quality structures, there is no anticipated impact to the Farm Brook off-site. Peak Runoff Control: With the 3 proposed detention basins, there are no impacts in peak runoff anticipated due to this proposed development. Nonstructural Drainage Systems: The site will contain 3 detention basins. The three detention basins will provide peak runoff mitigation while also providing habitat area. Riparian Buffers: In order to protect the farm brook while also allowing for a economically feasible project,a 10' wide no impact corridor is being set aside adjacent to the wetlands on the side of the proposed development. The 10' wide area will be left in its natural state to provide cover for Farm brook. In addition, all vegetation within the wetlands, and between the wetlands and the property line will be left in its natural condition. 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 silt fence around catch basins. 4. Use of the detention basins during construction as sediment basins. 5. Seeding and mulching disturbed areas as soon as practical during construction. 6. Limiting the areas of disturbance during construction. 7. Installation of construction entrance pads, and sweeping of roadways as needed. 8. Maintenance of the above measures. Stormwater Runoff Quality: The main water quality measures proposed are the two Baysaver units to be installed. These two structures in concert with the detention basins will provide treatment of the storm runoff from the site. Conveyance System: The on-site conveyance system consists of a piped stormwater system discharging to the 3 detention basins. The piped drainage system has been designed to accommodate the runoff from a 10 Yr design storm The detention basins have been designed to handle runoff from up to the 100 year storm event. Discharge at the Natural Location: The site presently discharges to Farm Brook,and will continue to do so under developed conditions. Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water System, 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 within each lot shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping: The parking lots within each lot shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snow season, and once in the fall after the leaves have fallen. Basin Spillway: The stone spillway shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the spillway shall be removed. The spillway shall also be inspected after any flow passes through it. The riprap shall be.re-arranged and added to as required to maintain the design as per the design plans. BaySaver Structures: The Baysaver Structures shall be inspected quarterly for the first year of operation after stabilization of the site to determine the required maintenance schedule. The Baysaver shall be cleaned when the sediment in either manhole reaches a depth of 2'. The maintenance shall be done in accordance with the Baysaver recommendations as contained on the detail sheet. Topographic Contour Maps: Topographic contour maps have been provided showing the drainage areas for the site at a scale of 1"=20'. The maps showing the existing and developed conditions are included in the rear of this report. Floodplain Boundaries: The floodplain boundaries have been shown on the site plan. 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 modeling of the site was accomplished utilizing the Hydroflow Hydrograph computer program The drainage piping on site was designed using the rational formula. Under existing conditions, the site drains to Farm Brook overland. The TR-55 analysis showing the existing conditions runoff is included in appendix B. The results are summarized below Design Storm Existing Runoff 2 1 10 3 25 4 50 5 100 6 Under Developed conditions, the impervious areas on the site will be collected via the storm drainage system and discharge into 3 detention basins. The basin 1 located to the east of units 4-6 will discharge into the storm drainage system and drain to detention basin#3 located in the southwest corner of the site. Detention basin#2 is located in the northwest corner of the site. Detention basin #1 will collect runoff from the roof leaders for units 4-6, and from a paved area to the northeast of units 4-6. The TR-55 analysis for this area is contained in appendix C. The detention basin design is contained in appendix D. The storm routings are contained in appendix E. The results for basin#1 are summarized below. Design Storm Developed to basin 91 Discharge from basin#1 2 1 r. c ti 2,3 10 1 25 1 50 1 100 2 b Basin #1 will discharge into the storm drainage system that discharges to basin#3. The TR-55 analysis for the drainage areas discharging to detention basin #3 are included in appendix V.FThe detention basin design for basin #3 is included in appendix t. The hydrograph routings are included in appendix 9IR As part of the analysis, the hydrograph for the drainage areas to basin#3 were combined with the outflow hydrograph for basin #1. The result was routed through basin #3. The results for basin #1 are summarized below. - Design Storm Developed to basin#3 Discharge from basin#3 2 10 25 50 3 100 Detention basin #2 will collect runoff from paved areas on t�e northwest side of the site and for units 1-3. The TR-55 analysis for this area is contained in appendix Atl-'The detention basin design is contained in appendix Z)'The storm routings are contained in appendix J. The results for basin#2 are summarized below. Design Storm Developed to basin#2 Discharge from basin#2 2 2 tFp 10 2 25 50 100 The total discharge from the developed site is the addition of the discharges from detention basins 2 and 3. A summary of the existing peak and developed peak discharges is as follows: Design Storm Exist. peak Developed peak Developed peak Total devel. discharge discharge basin 2 discharge^basin 3 discharge V 2 - �3 7 IC 5 ire . r,6� Z JrT - � fs` �r1? - 10 ? 25 ? 50 ? 100 On-Site Storm Sewer Calculations: The storm sewer calculatio for the storm piping within the proposed private roadway are included in appendix 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 detention basins, and water quality structures will mitigate any potential water quality and quantity impacts from the development of the site. APPENDIX A -� 3i < q f FARM/ 74 m BREE2� -�- Q o UR f� 4.4 rOWV NALL 3� RO 194 * ! q LIBRARY N rq�C 0�<O,gOse 2 �Q- COMMUNITY fGn RIOGEFIELOw00,D OR/� ELLINGTON R AD 30 ROAD < o q Ne Rq/ - W U.S. OST OFFICE uj o BLU AN RY 9R Cy kRgwsk/ �'4 .y 0 { ; lq�o o pk <q 914-1 BOYS LANERRY BA BNERY sT Y � yeGgN T m �NTeae �Rq/4 -c HOL LIABNERR LE Ca ERa OeMING G TERRACE SITE 'FLA W �(v � 30 SENIOR HOU NG � ° s�F WATSON IRCLPvt) v ° U 2 tpOM/S a� o Z� 7-a m r DESIGN PROFESSIONALS, INC. LOCATION PLAN SCALE: 1"=1,000' APPENDIX B RUNOFF CURVE NUMBER COMPUTATION Version 2 .00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS-9-28-04 ---------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix poor - 2 .05 (67) - - Total Area (by Hydrologic Soil Group) 2 .05 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: 2 . 05 Acres WEIGHTED CURVE NUMBER: 67* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2 . 00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS-9-28-04 ----------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) -------------------------------- ---------------------------------------------- Sheet 3 .2 100 .017 J 0 .155 Shallow Concent'd 240 . 02 U 0 .029 Time of Concentration = 0 .18* --- 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 : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS-9-28-04 Data: Drainage Area 2 .05 * Acres Runoff Curve Number 67 * Time of Concentration: 0 .18 * Hours Rainfall Type III Pond and Swamp Area NONE ----------------------------------------------------------- ----------------------------------------------------------- Storm Number 1 2 3 4 5 ---------------------- ------ ------ ------ ------ ------ Frequency (yrs) 2 10 25 50 100 24-Hr Rainfall (in) 3 .2 4 .7 5 .5 6 .2 6 .9 Ia/P Ratio 0.31 0 .21 0 .18 0 .16 0 . 14 Runoff (in) 0 .69 1. 60 2 . 16 2 .68 3 .23 Unit Peak Discharge 0 .778 0 .844 0 .862 0 .874 0 .883 (cfs/acre/in) Pond and Swamp Factor 1. 00 1.00 1 .00 1 .00 1.00 0 .0 Ponds Used Peak Discharge (cfs) 1 3 4 5 6 * - Value (s) provided from TR-55 system routines APPENDIX C TIME OF CONCENTRATION AND TRAVEL TIME Version 2 .00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 9-28-04 to basin 1 ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 .2 70 .01 a 0 .020 Open Channel 25 2 0 . 003 Time of Concentration = 0 .02* --- 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 % Res . I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural * - Generated for use by GRAPHIC method RUNOFF CURVE NUMBER COMPUTATION Version 2 .00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 9-28-04 to basin 1 ----------------------------------------------------------------------- ------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 750 - 0 . 08 (61) - - Impervious Areas Paved parking lots, roofs, driveways - 0 .19 (98) - - Total Area (by Hydrologic Soil Group) .27 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: .27 Acres WEIGHTED CURVE NUMBER: 87* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method 0 E I GRAPHICAL PEAK DISCHARGE METHOD Version 2 .00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 9-28-04 to basin 1 Data: Drainage Area .27 * Acres Runoff Curve Number 87 * Time of Concentration: 0 .02 * Hours Rainfall Type . III Pond and Swamp Area NONE ----------------------------------------------------------- Storm Number 1 2 3 4 5 ---------------------- ------ ------ ------ ------ ------ Frequency (yrs) 2 10 25 50 100 24-Hr Rainfall (in) 3 .2 4 .7 5 .5 6.2 6 .9 Ia/P Ratio 0 .09 0 .06 0 .05 0 .05 0 .04 Used 0 .10 0 .10 0 .10 0 .10 0 .10 Runoff (in) 1.91 3 .29 4 .04 4.71 5 .38 Unit Peak Discharge 1.134 1.134 1.134 1.134 1.134 (cfs/acre/in) Pond and Swamp Factor 1.00 1 .00 1.00 1.00 1.00 0.0% Ponds Used Peak Discharge (cfs) 1 1 1 1 2 ----------------------------------------------------------- * - Value (s) provided from TR-55 system routines APPENDIX D Reservoir Report Page , Reservoir No. 1 - rear building Hydraflow Hydrographs by Intelisohe 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(cuft) Total storage(cult) 0.00 122.00 00 0 0 2.00 124.00 720 720 720 4.00 126.00 1,908 2,628 3,348 Culvert I Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 4.0 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 4.0 0.0 0.0 0.0 Crest El.ft = 0.00 0.00 0.00 0.00 No.Barrels = 1 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.ft = 122.40 0.00 0.00 0.00 Weir Type = - - - - Length ft = 20.0 0.0 0.0 0.0 Multi-Stage = No No No No Slope% = 0.50 0.00 0.00 0.00 N-Value = .013 .000 .000 .000 Orif.Coeff. = 0.60 0.00 0.00 0.00 Multi-Stage = n/a No No No Exfiltration Rate = 0.00 in/hr/sgft Tailwater Elev.= 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage I Storage I Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Total ft cuft ft cfs cfs cfs cfs cfs cfs cis cfs cis cfs 0.00 0 122.00 0.00 - - - -- - -- - - 0.00 2.00 720 124.00 0.40 - - - - - - - - 0.40 4.00 3,348 126.00 0.63 -- - -- - - - - -- 0.63 APPENDIX E Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Basin 1 Hydrograph type = Reservoir Peak discharge = 0.23 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = rear building Max. Elevation = 123.30 ft Max. Storage = 467 cuft Storage Indication method used. Outflow hydrograph volume=1,687 cuft 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 11.70 0.11 122.45 0.05 -- - ---- --- -- -- - - 0.05 11.73 0.12 122.47 0.06 -- -- - -- ---- ----- - -- 0.06 11.77 0.14 122.50 0.07 ----- ----- ----- --- ---- ---- ---- ---- 0.07 11.80 0.16 122.52 0.09 --- --- --- ---- -- --__ -- -- 0.09 11.83 0.18 122.54 0.10 --- _-- ---- ---- --- --- -- 0.10 11.87 0.19 122.57 0.11 ---- ---- --- ---- ____ __- _-_ ___ 0.11 11.90 0.21 122.60 0.13 -- ----- -- -- - ----- ---- -- 0.13 11.93 0.25 122.63 0.13 - -- --- --- -- -_ ___ __- 0.13 11.97 0.31 122.68 0.14 --- ---_ --- ___-- -- ----- --- --- 0.14 12.00 0.43 122.75 0.15 ----- -- -- ---- ----- ----- --- --- 0.15 12.03 0.54 122.86 0.17 --_- --- _- _-_ _-- ---- ---- - -- 0.17 12.07 0.59<< 122.99 0.19 ---- ----- --- -- _--- --- ---- -- 0.19 12.10 0.53 123.11 0.21 - - ----- - - - ---- --_- 0.21 12.13 0.43 123.20 0.22 ----- -- --- --- --- --_- - --- ---- 0.22 12.17 0.33 123.25 0.23 ---- _--- ----- ----- ---- ---- ---- --- 0.23 12.20 0.28 123.28 0.23 ---- -_ --- --- ----- -- ---- ---- 0.23 12.23 0.26 123.29 0.23 -- -_-- ----- --- --- - --- --- ----- 0.23 12.27 0.24 123.30<< 0.23 --_ -_ ___ _- ____ --- --_- __-- 0.23<< 12.30 0.22 123.30 0.23 -- -_ ____ --- _--- - -- - 0.23 12.33 0.21 123.29 0.23 ---- ---- - ---- -- ---- -- -- 0.23 12.37 0.19 123.28 0.23 --- -- --_ ---- ---- -__ --- ----- 0.23 12.40 0.17 123.26 0.23 ---- ---- -_-- --- - --- -- ----- 0.23 12.43 0.15 123.24 0.23 ----- _-- --- -- ----- --_- ---- 0.23 12.47 0.13 123.21 0.22 -- --- ----- --- ----- -- --- -_- 0.22 12.50 0.11 123.18 0.22 ---- -- - - -- -- -- ---- 0•22 12.53 0.10 123.14 0.21 -- -- ----- -- - ---- --- ---- 0.21 12.57 0.08 123.10 0.21 --- -_- ---- ---- ----- ---- --- 0.21 12.60 0.08 123.06 0.20 ---- --- --- ----- -- -_-- -- -_-- 0.20 12.63 0.07 123.02 0.20 ---- -- _- ---- ----- _- ----- --- 0.20 12.67 0.07 122.98 0.19 ----- -- ----- --- ----- ---- - ----- 0.19 12.70 0.07 122.94 0.18 --- - -__ _____ _____ -____ _____ ____ 0.18 12.73 0.07 122.91 0.18 - -- ___ _____ -_ __ __ ___ ____ 0.18 12.77 0.07 122.87 0.17 -- - -_ ---- -- ---- -_-- _-_- 0.17 12.80 0.06 122.84 0.16 -- --- _- ___ ____ ____ -_ _-_- 0.16 12.83 0.06 122.81 0.16 -- ---- --- --- --- --- ---- -- 0.16 12.87 0.06 122.77 0.15 ----- -- --_ -- -- - -- 0.15 12.90 0.06 122.74 0.15 - - -- -- --- -- ---- - 0.15 12.93 0.06 122.71 0.15 ---_ _____ _- ----- -_-- -- -- -- 0.15 Continues on next page... Basin 1 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.97 0.06 122.69 0.14 ---- --- ---- -- ---- -- ---_ -- 0.14 13.00 0.05 122.66 0.14 ---- ----- ----- -__ ----- ---- ---- - 0.14 13.03 0.05 122.63 0.13 -- -- ----- ---- -- ----- -- --- 0.13 13.07 0.05 122.60 0.13 - - - - - - -- - 0.13 13.10 0.05 122.68 0.12 -- -- ---- -- --- - - - 0.12 13.13 0.05 122.56 0.11 ---- ----- ---- ----- -- --- ---- ---- 0.11 13.17 0.05 122.54 0.10 --- ---- -- --- -_-- -- --- -- 0.10 13.20 0.05 122.52 0.09 --- ---- ----- ---- ---- -- --- 0.09 13.23 0.05 122.51 0.08 ---- --- ---- --- --- ---- ---- _-- 0.08 13.27 0.05 122.50 0.08 ----- --- - -- - --- ~- ---- 0.08 13.30 0.05 122.49 0.07 ----- ----- -- ---- --- --- --- -- 0.07 13.33 0.05 122.48 0.07 ---- ---- ---- ----- --- ----- ---- ---- 0.07 13.37 0.04 122.48 0.06 ----- --- ----- ---- ---- ----- ---~ ----- 0.06 13.40 0.04 122.47 0.06 --- ---- ---- ----- ----- ----- ----- --- 0.06 13.43 0.04 122.47 0.06 ---- --- --- ----- --- ----- --- -- 0.06 13.47 0.04 122.46 0.06 ---- ---- --- ---- ---- ---- --- --- 0.06 13.50 0.04 122.46 0.05 - - -- ---- --- -- --- --- 0.05 13.53 0.04 122.45 0.05 ---- ---- --- ----- ----- ----- -- ----- 0.05 13.57 0.04 122.45 0.05 --- ---- _--- ---- -- ----- -- ---- 0.05 13.60 0.04 122.45 0.05 -- --- ----- ---- ----- ----- ----- --- 0.05 13.63 0.04 122.44 0.05 ----- --- --- ----- -- - ---- ---- ----- 0.05 ...End Hydrograph Report �age1 Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Basin 1 Hydrograph type = Reservoir Peak discharge = 0.32 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = rear building Max. Elevation = 124.08 ft Max. Storage = 823 cuft Storage Indication method used. Outflow hydrograph volume=2,947 cult 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 11.37 0.08 122.48 0.06 -- - --- - --- -- - --- 0.06 11.40 0.08 122.48 0.07 --- -_- ---- -- --- -- -- -- 0.07 11.43 0.08 122.49 0.07 ----- ---- --- ----- -- ---- ---- ----- 0.07 11.47 0.09 122.49 0.07 --- ---- -- -- ---- ---- ---- ---- ---- 0.07 11.50 0.09 122.50 0.07 ---- ---- ----- --- ----- --- ----- ---- 0.07 11.53 0.09 122.50 0.08 ---- ---- ----- ---- ---- -- - -- 0.08 11.57 0.11 122.51 0.08 -- - --- -- --- - - -- 0.08 11.60 0.13 122.52 0.09 - - - -- -- --- ----- -_ -- ---- 0.09 11.63 0.15 122.54 0.09 ----- ----- ----- ----- ----- ---- ---- ---- 0.09 11.67 0.18 122.56 0.11 ----- --- ----- --- ----- --- -- ---- 0.11 11.70 0.20 122.58 0.12 ---- --- --- ----- ----- ---- --- ---- 0.12 11.73 0.23 122.61 0.13 ---- ----- ----- ----- ----- ---- --- ----- 0.13 11.77 0.26 122.65 0.14 -- _- --- ----- --- ---- ----- 0.14 11.80 0.29 122.69 0.14 - ---- -- --- --- -- -- ---- 0.14 11.83 0.32 122.75 0.15 --- --- ----- ---- ----- ---- --- --- 0.15 11.87 0.35 122.81 0.16 --- ---- ---- ----- -- ---- --- -- 0.16 11.90 0.38 122.87 0.17 -- --- ---- ----- --- ---- --- ----- 0.17 11.93 0.43 122.95 0.18 --- --- ----- --- ---- -- -- 0.18 11.97 0.55 123.05 0.20 -- ---- - -- - -- -- -- 0.20 12.00 0.74 123.19 0.22 - --- --- --- - --- --- -- 022 12.03 0.93 123.39 0.25 --- ---- --- ----- --- ---- -- ---- 0.25 12.07 0.99<< 123.62 0.27 --- --- --- --- - --- ----- -- ---- 0.27 12.10 0.89 123.84 0.30 ---- --_ - - - --- --- --- ----- 0.30 12.13 0.71 124.00 0.31 ----- ____ _-_ ___ -__ ___ -__ ____ 0.31 12.17 0.55 124.03 0.31 --- -- --- - - --- -- -- 0.31 12.20 0.47 124.05 0.32 -- ---- -- -- -- ---- -- -- 0.32 12.23 0.42 124.06 0.32 --- ---- --- ---- ----- ----- ---- --- 0.32 12.27 0.39 124.07 0.32 ----- ---- --- -- --- ----- ---- --- 0.32 12.30 0.37 124.07 0.32 --- --- ----- --- -- ---- --- ----- 0.32 12.33 0.34 124.08 0.32 -- --- _---_ -- ---- ----- --- ----- 0.32 12.37 0.31 124.08 << 0.32 --- - ----- - - -- - - 0.32 12.40 0.28 124.08 0.32 ---- ---- -- - ---- - ----- ----- 0.32 12.43 0.25 124.07 0.32 --- ---- -- ---- ----- ---- -- ---- 0.32 12.47 0.21 124.06 0.32 ---- ---- ----_ --- ----- ---- -- ---- 0.32 12.50 0.18 124.05 0.32 ---- ----- --- --- -- --- --- - -- 0.32 12.53 0.16 124.04 0.31 -- --- --- ---- -- ---- --- ---- 0.31 12.57 0.14 124.02 0.31 - ----- - - ----- - -- - 0.31 12.60 0.13 124.01 0.31 ----- ---- --- ----- ---- -- ---- --- 0.31 Continues on next page... Basin 1 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Ell Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.63 0.12 123.96 0.31 ---- -- _--- ____ ___ _- -- ----- 0.31 12.67 0.12 123.90 0.30 ---- ---- --- ----- -- ----- --- --- 0.30 12.70 0.11 123.84 0.30 -- --- ---- --- ----- ---- ---- --- 0.30 12.73 0.11 123.78 0.29 --- - -- - - -- -_ - 0.29 12.77 0.11 123.72 0.28 ---- --- ---- - ----- - - 0.28 12.80 0.10 123.66 0.28 --- --_ ____ -__ _-_ ___ ___ _____ 0_28 12.83 0.10 123.60 0.27 --- ---- ---- --- ----- ---- --- -- 0.27 12.87 0.10 123.55 0.26 --- --- ---- --- _-- ----- -- ---- 0.26 12.90 0.09 123.49 0.26 ---- ---- -- ---- ---- ---- ---- --- 0.26 12.93 0.09 123.44 0.25 -- --- --- - - --- - -- 0.25 12.97 0.09 123.39 0.25 -- ---- ---- ----- -- -- ---- ~- ---- 0.25 13.00 0.08 123.33 0.24 ----- ----- ___ _____ _-__ ___ ___ _____ 0.24 13.03 0.08 123.28 0.23 ----- ---- ----- ----- ---- ----- -- ---- 0.23 13.07 0.08 123.23 0.23 -- ---- ---- ----- ----- ---- ---- ---- 0.23 13.10 0.08 123.19 0.22 -- ---- ----- ---- ---- ----- -- ---- 0.22 13.13 0.08 123.14 0.21 -- --- --- ---- ---- ---- ---- ---- 0.21 13.17 0.08 123.10 0.21 -- --- -- --- - ---- ---- ---- 0.21 13.20 0.08 123.05 0.20 ---- ---- ----- --- ---- ----- --- ----- 0.20 13.23 0.07 123.01 0.19 --- ----- ---- --- --- ---- -- ----- 0.19 13.27 0.07 122.97 0.19 --- --- ---- ----- ---- ----- --- --- 0.19 13.30 0.07 122.94 0.18 ---- --- --- ---- --- ----- ---- -- 0.18 13.33 0.07 122.90 0.18 -- ---- -- -- - ___ r ___ 0.18 13.37 0.07 122.87 0.17 ---- ---- ---- -- -- ---- ----- -- 0.17 13.40 0.07 122.84 0.16 ----- ----- ---- -- ---- ----- ----- -- 0.16 13.43 0.07 122.81 0.16 ----- ---- --- ---- ----- ----- ---- ---- 0.16 13.47 0.07 122.78 0.15 --- --- --- ---- ----- ---- -- --- 0.15 13.50 0.07 122.75 0.15 ----- ---- ---- --- ----- --- ---- ---- 0.15 13.53 0.07 122.72 0.15 -___ -_ -- -- -- -_ _-_ _- 0.15 13.57 0.07 122.70 0.14 -- ---- ---- ---- ---_ _-_ -__ 0.14 13.60 0.07 122.67 0.14 ---- --- ----- ----- ---- ---- ----- --- 0.14 13.63 0.06 122.65 0.13 --- ---- ----- ---- ----- ---- ----- ---- 0.13 13.67 0.06 122.62 0.13 ---- ----- ---- --- ----- ---- --- ---- 0.13 13.70 0.06 122.60 0.13 -- --- -- ---- --- ----- --- --- 0.13 13.73 0.06 122.58 0.12 -- -- -- _- ---- --- -- ---- 0.12 13.77 0.06 122.56 0.11 --- --- ----- ----- --- --- ---- - 0.11 13.80 0.06 122.55 0.10 ---- ---- ----- - --- ---- ---- ----- 0.10 13.83 0.06 122.54 0.09 --- ---- ---- -- ---- -- --- --- 0.09 13.87 0.06 122.53 0.09 --- -- ____ _- -__ _____ ___ ___ 0.09 13.90 0.06 122.52 0.08 ---- --- ---- --- ---- -- --- ---- 0.08 13.93 0.06 122.51 0.08 ---- -- --- - ---- --- - ----- 0.08 13.97 0.06 122.50 0.08 ---- ---- --- ---- ---- --- ----- ----- 0.08 14.00 0.06 122.49 0.07 ---- ---- --- -- ---- -- --- ---- 0.07 14.03 0.05 122.49 0.07 --- ---- --- - --- ---- ---- --- 0.07 14.07 0.05 122.48 0.07 ----- --- ----- --- -- --- -- --- 0.07 14.10 0.05 122.48 0.07 --- ---- ----- ----- -- ---- ---- ----- 0.07 ...End Hydrograph Report Page, Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Basin 1 Hydrograph type = Reservoir Peak discharge = 0.34 cfs Storm frequency = 25 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = rear building Max. Elevation = 124.26 ft Max. Storage = 1,059 cuft Storage Indication method used. Outflow hydrograph volume=3,640 cult Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D EXF11 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.20 0.08 122.49 0.07 --- --- --- - --- -- ----- - 0.07 11.23 0.08 122.49 0.07 - -- ---- --- --~ ---- -- ---- 0.07 11.27 0.09 122.49 0.07 ----- ----- --- ---- ---- --- ---- ---- 0.07 11.30 0.09 122.50 0.08 - ----- -~ ---- ---- ----- --~ ~-- 0.08 11.33 0.10 122.51 0.08 ---- ---- --- --- ---- ~- -- ----- 0.08 11.37 0.10 122.51 0.08 ---- --- ---- --- ---- ~-- --~ ---- 0.08 11.40 0.10 122.52 0.08 --- ----- -- ---- -_- - - -- 0.08 11.43 0.11 122.52 0.09 --- ---- ----- ---- ---- -- -- --- 0.09 11.47 0.11 122.53 0.09 ----- ---- ----- ---- ----- ----- ----- --- 0.09 11.50 0.11 122.54 0.09 --- --- -- --_ ___ -___ --- __-- 0.09 11.53 0.12 122.54 0.10 ----- ----- ---- ----- ----- ---- ---- ---- 0.10 11.57 0.13 122.55 0.10 --- ----- ----- --- ---- ---- ---- ---- 0.10 11.60 0.16 122.56 0.11 -- ---- - - --- -- ----- ----- 0.11 11.63 0.19 122.58 0.12 --- ----- -- - ---- --- -- ---- --- 0.12 11.67 0.22 122.61 0.13 ----- -- ----- ---- ----- ----- ----- ---- 0.13 11.70 0.25 122.65 0.13 -- ---- ----- --- ---- ---- ---- ---- 0.13 11.73 0.29 122.69 0.14 -- ----- ---- -- -- --- ---- --- 0.14 11.77 0.32 122.74 0.15 ---_ ----- ---- ---- ----- ----- --- -- 0.15 11.80 0.36 122.80 0.16 -- -- --- ---- ____ ____ -_ __-_ 0.16 11.83 0.39 122.88 0.17 ---- --- ---- --- --- -- -- ..... 0.17 11.87 0.43 122.95 0.18 --- ----- ---- ---- ---- ----- ----- ----- 0.18 11.90 0.47 123.04 0.20 --- ----- -- --- --- ---- ----- ---- 0.20 11.93 0.53 123.14 0.21 ----- --- ----- ---- ----- ---- --- - ----- 0.21 11.97 0.67 123.27 0.23 ----- ---- ----- ---- ----- ---- ----- --- 0.23 12.00 0.90 123.45 0.25 ---- -- ---- --- -- -- -- - 0.25 12.03 1.13 123.70 0.28 --- ---- -- ----- ---- --_ -- -_- 0.28 12.07 1.21 << 123.99 0.31 ---- ----- ---- -_ ---- ~- --_- ---- 0.31 12.10 1.08 124.07 0.32 --- --- ----- --- ---- ---- ----- ----- 0.32 12.13 0.86 124.13 0.32 --- -- ----- --- ----- ---- --- --~ 0.32 12.17 0.67 124.17 0.33 --- -- ---- ---- -- ----- ---- ---- 0.33 12.20 0.56 124.20 0.33 ---- -- --- - -- - --- - 0.33 12.23 0.51 124.22 0.33 -- -- ---- - -- --- -- ---- 0.33 12.27 0.48 124.23 0.33 ---- ----- ---- ----- ---- --- ----- --- 0.33 12.30 0.44 124.24 0.33 ---- --- ---- ----- ----- ---- --- ---- 0.33 12.33 0.40 124.25 0.33 ----- ---- ___ __- ___ ____ ____ -- 0.33 12.37 0.37 124.26 0.34 --- ----- ---- -- -- --- -- -- 0.34 12.40 0.33 124.26<< 0.34 0.34<< 12.43 0.29 124.26 0.33 - ---- --- -__ -_ ___ _____ _-_ 0.33 Continues on next page... Basin 1 Page 2 Hydrograph Discharge Table Time Inflow Elevation CIv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.47 0.26 124.25 0.33 - -- ----- ----- ----- ----- ----- ---- 0.33 12.50 0.22 124.24 0.33 ----- ----- --- ----- -- ---- -- 0.33 12.53 0.19 124.23 0.33 -- ---- ----- ---_ ____ ____ __- _-_ 0.33 12.57 0.16 124.22 0.33 -- - -- - - ---- - - 0.33 12.60 0.15 124.20 0.33 -- - ---- ----- - - - ----- 0.33 12.63 0.14 124.18 0.33 ----- ----- --- ----- --- ----- ---- -- 0.33 12.67 0.14 124.17 0.33 --- - -- -- --- ---- ---- -- 0.33 12.70 0.14 124.15 0.33 ---- -- ---- ---- --- ---- -~ --- 0.33 12.73 0.13 124.13 0.32 -- -- --- ---- ---- ---- ---- --- 0.32 12.77 0.13 124.11 0.32 -- - - - - --- - -- ---- 0.32 12.80 0.12 124.10 0.32 --- --- ----- -- ---- -- --- --- 0.32 12.83 0.12 124.08 0.32 ---- --- ---- -- --- --- ---- --- 0.32 12.87 0.12 124.06 0.32 ---- ---- -- --- --- ---- ---- --- 0.32 12.90 0.11 124.04 0.32 ---- --- ---- --- ---- ----- ----- -- 0.32 12.93 0.11 124.02 0.31 --- ----- ---- ____ ____ ____ __- __ __ 0.31 12.97 0.11 124.00 0.31 -- - --- -- -- ----- -- -- 0.31 13.00 0.10 123.95 0.31 -- -- --- -- --- ----- --- ----- 0.31 13.03 0.10 123.88 0.30 ---- ---- --- --- -- ----- ---- ---- 0.30 13.07 0.10 123.82 0.29 ----- --_ -- -- ----- ---- --- --- 0.29 13.10 0.09 123.75 0.29 --- -- ----- ---- ---- -__ ___ ___ 0.29 13.13 0.09 123.69 0.28 ---- ---- ----- ---- ----- ----- ---- ---- 0.28 13.17 0.09 123.63 0.27 -- - --- - -- -- - - 0.27 13.20 0.09 123.57 0.27 ---- - -- -- --- ---- -- --- 0.27 13.23 0.09 123.51 0.26 --- ---- --- ---- ---- --- - --- ----- 0.26 13.27 0.09 123.45 0.25 -- -- ---- - ----- ---- --- ---- 0.25 13.30 0.09 123.40 0.25 -- --- ----- ---- ---- ---- --- -- 0.25 13.33 0.09 123.35 0.24 ----- ----- ---- ---- ----- ---- ----- ---- 0.24 13.37 0.09 123.30 0.23 ---- --- --- -- -- ----- ---- - 0.23 13.40 0.08 123.25 0.23 -- - --- --- --- --- ---- ----- 0.23 13.43 0.08 123.20 0.22 ---- ----- ---- ---- ---- ----- --- --- 0.22 13.47 0.08 123.16 0.21 ----- ---- ---- -- ---- ----- --- ---- 0.21 13.50 0.08 123.11 0.21 --- -- --- -- ----- ----- ---- ---- 0.21 13.53 0.08 123.07 0.20 - ---- ----- ----- ---- ----- ---- --- 0.20 13.57 0.08 123.03 0.20 - -- - --- -- --- --- 0.20 13.60 0.08 122.99 0.19 -- ---- ---- --_ --- --- ---- --- 0.19 13.63 0.08 122.96 0.18 ---- -- ---- ---- ----- ----- --- ----- 0.18 13.67 0.08 122.92 0.18 --- --- ---- - ---- ----- -- ---- 0.18 13.70 0.08 122.89 0.17 --- --- --- ----- --- ---- ---- --- 0.17 13.73 0.07 122.85 0.17 ---- - -- --- ---- ---- ---- ----- 0.17 13.77 0.07 122.82 0.16 --- - - - - --- -- 0.16 13.80 0.07 122.80 0.16 ----- --- --_ -- -- ----- --- --- 0.16 13.83 0.07 122.77 0.15 ---- ---- ----- ----- --- ---- ---- - 0.15 13.87 0.07 122.74 0.15 --- - -- ---- ---- ---- ---- -- 0.15 13.90 0.07 122.71 0.15 --- -- -- -- __- _- - _- 0.15 13.93 0.07 122.69 0.14 ----- -- --- ----- =-- --- ---- ----- 0.14 13.97 0.07 122.67 0.14 ---- - - - - -- - - 0.14 14.00 0.07 122.64 0.13 ----- -- --- --- ----- --- -- - 0.13 14.03 0.06 122.62 0.13 -- ---- ---- --- - -- ---- ---- 0.13 14.07 0.06 122.60 0.13 --_ _____ ___ _- ___ __ ___ ___ 0.13 14.10 0.06 122.58 0.12 ---- - ----- -- -- -- --- --- 0.12 14.13 0.06 122.56 0.11 -- -- --- -- --- ----- --- --- 0.11 Continues on next page... Basin 1 Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 14.17 0.06 122.55 0.10 -- ----- -__ ---- ----- ---- --- ---- 0.10 14.20 0.06 122.54 0.10 ---- --- ---- --- ---- ---- ---- - 0.10 14.23 0.06 122.53 0.09 ---- - - -- --- ---- --- ---- ---- 0.09 14.27 0.06 122.52 0.09 ---- --- -- - -- - -- ---- --- 0.09 14.30 0.06 122.51 0.08 ---- --- -- ____ -_ -_ ---_- -- 0.08 14.33 0.06 122.50 0.08 --- --- -- -- ---- --- ---- --- 0.08 14.37 0.06 122.50 0.08 --- ---- ---- ---- -- ---- --- ---- 0.08 14.40 0.06 122.49 0.07 ---- --- ----- ---- ---- --- ---- -- 0.07 14.43 0.06 122.49 0.07 ----- --- -_ -_- ---- ---- ---- -- 0.07 14.47 0.06 122.49 0.07 - - - - ---- - - ---- 0.07 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Basin 1 Hydrograph type = Reservoir Peak discharge = 0.35 cfs Storm frequency = 50 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = rear building Max. Elevation = 124.42 ft Max. Storage = 1,277 cuft Storage Indication method used. Outflow hydrograph volume=4,255 cult Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs eft cfs cfs cfs cfs cfs cfs 10.97 0.08 122.49 0.07 -__ _-_ -_ __ ___ -_ 0.07 11.00 0.08 122.49 0.07 -- ----- -- ---- -- ---- ---- ---- 0.07 11.03 0.08 122.49 0.07 ----- ---- ----- ---- ---- ----- ---- ---- 0.07 11.07 0.08 122.50 0.07 -- --- ---- --- -- ---- --- ---- 0.07 11.10 0.09 122.50 0.08 ----- ---- ---- ----- ---- --- - --- --- 0.08 11.13 0.09 122.50 0.08 ---- --- ____ -__ _____ ___ ____ __- 0.08 11.17 0.09 122.51 0.08 -- --- -_- -- ---- - - -- 0.08 11.20 0.10 122.51 0.08 -- ---- -- --- --- -- ----- ----- 0.08 11.23 0.10 122.52 0.09 --- ----- --- ----- --- ---- -- ----- 0.09 11.27 0.11 122.52 0.09 ----- ---- ---- ---- --- ---- --- --- 0.09 11.30 0.11 122.53 0.09 ---- ----- ---- --- --- ----- ---- ---- 0.09 11.33 0.11 122.54 0.09 --- ----- ---- --- ---- --- ---- --- 0.09 11.37 0.12 122.54 0.10 - - - -- - - -- ---- 0.10 11.40 0.12 122.55 0.10 ----- ---- --- - -- --- ---- ---- --- 0.10 11.43 0.13 122.56 0.10 --- ----- ----- --- -- ---- --- ---- 0.10 11.47 0.13 122.56 0.11 -- ----- ----- --- --- ----- -- --- 0.11 11.50 0.13 122.57 0.11 ---- ---- --- _--_ ____ _____ ___ _-_ 0.11 11.53 0.14 122.58 0.12 ---- --- ---- ---- - ----- -- ----- --- 0.12 11.57 0.16 122.59 0.12 -- - --- - - -- ---- --- 0.12 11.60 0.19 122.61 0.13 -- --- --- -- -- -- -- -- 0.13 11.63 0.22 122.63 0.13 ----- ---- - -- ---- ---- ----- --- 0.13 11.67 0.26 122.67 0.14 -- -- --- ---- --- ----- ----- ----- 0.14 11.70 0.30 122.71 0.14 ----- ---- ---- ----- ----- ---- ----- --- 0.14 11.73 0.34 122.77 0.15 ---- ---- --- ---- ---- --- ---- --- - 0.15 11.77 0.38 122.83 0.16 - - --- - - -- -- ----- 0.16 11.80 0.42 122.91 0.18 ---- -- ---- --- - -- -- ----- 0.18 11.83 0.46 123.00 0.19 ---- ---- -- --_ -- --- ----- ----- 0.19 11.87 0.50 123.09 0.21 --- --- ----- --- _____ _- -- _-_ 0.21 11.90 0.55 123.19 0.22 --- ---- --- -- -- -- ----- --- 0.22 11.93 0.62 123.31 0.24 -- --- -- -- -- - -- ----- 0.24 11.97 0.78 123.47 0.25 -- - - ---- - - -- ----- 0.25 12.00 1.05 123.68 0.28 0.28 12.03 1.31 123.98 0.31 --- --- -- --- ____ ___ ____ __-- 0.31 12.07 1.40 << 124.09 0.32 0.32 12.10 1.25 124.18 0.33 -- - --- --- ---- --- --- -- 0.33 12.13 0.99 124.25 0.33 --- ---- -- --- -- -- ----- -- 0.33 12.17 0.77 124.30 0.34 --- - -- -- -- ---- - ----- 0.34 12.20 0.65 124.34 0.34 --- --- -- -- -- --- ---- ----- 0.34 Continues on next page... Basin 1 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.23 0.59 124.36 0.34 --- ----- ---- --- - --- ___ _____ _- 0.34 12.27 0.55 124.38 0.35 ---- --- ----- --- ----- ---- ----- --- 0.35 12.30 0.51 124.40 0.35 --- --- ---- --- ---- --__ ___ ___ 0.35 12.33 0.46 124.41 0.35 --- --- -- - -- -- - --- 0.35 12.37 0.42 124.42 0.35 ---- -- ---- -- ----- ---- - -- --- 0.35 12.40 0.38 124.42 0.35 ---- ----- ---- --- -- --- -- -- 0.35 12.43 0.34 124.42<< 0.35 --- ---- -__ ____- __-- __-- _____ -- -- 0.35 << 12.47 0.30 124.42 0.35 - --- ____ -__ __- -__ __ __ ____ 0.35 12.50 0.25 124.41 0.35 ---- --- ----- ----- --- ----- --- ---- 0.35 12.53 0.21 124.40 0.35 - -- - - - --- ---- ----- 0.35 12.57 0.19 124.39 0.35 -- ---- ---- ---- ----- --- -- ---- 0.35 12.60 0.17 124.38 0.35 ----- ----- --- ---- -- ---- ----- ---- 0.35 12.63 0.17 124.36 0.34 --- ---- --- ----- ---- ----- --- --- 0.34 12.67 0.16 124.34 0.34 ---- --- ---- ----- --- ----- ---- ----- 0.34 12.70 0.16 124.33 0.34 ----- ---- -- --- ----- ----- --- ---- 0.34 12.73 0.15 124.31 0.34 -- ---- ---- --- ----- ----- --- ----- 0.34 12.77 0.15 124.29 0.34 --- - ----- - --- -- -- - --- 0.34 12.80 0.14 124.27 0.34 ----- ---- ----- ---- ---- ----- ---- ---- 0.34 12.83 0.14 124.26 0.34 --- ----- ---- - ----- ----- ----- ---- 0.34 12.87 0.13 124.24 0.33 ----- ---- --- -- ----- ----- ----- - -- 0.33 12.90 0.13 124.22 0.33 ----- --- ---- --- ----- ---- -- ---- 0.33 12.93 0.13 124.20 0.33 -- ----- --- - --- - - ---- 0.33 12.97 0.12 124.18 0.33 - __- -- - -- -- ---- --- 0.33 13.00 0.12 124.16 0.33 ----- ---- ----- ---- ---- ---- ---- ----- 0.33 13.03 0.11 124.14 0.32 -- ---- ---- ---- ----- ----- --- ---- 0.32 13.07 0.11 124.12 0.32 - --- --- -- --- -- --- --- ---- 0.32 13.10 0.11 124.11 0.32 ---- ---- ---- ----- ----- ---- ---- ---- 0.32 13.13 0.11 124.09 0.32 - -- -- --- - --- ---- - 0.32 13.17 0.10 124.07 0.32 ---- - -- ---- - -- --- ---- 0.32 13.20 0.10 124.05 0.32 ---- --- --- ____ ----- --__ ___ ____ 0.32 13.23 0.10 124.03 0.31 ----- --- ---- ---- ----- ---- --- -- 0.31 13.27 0.10 124.01 0.31 ---- -- ----- --- --- ----- -- --- 0.31 13.30 0.10 123.96 0.31 ----- - --- --- ---- ___ _-_ _-__ 0.31 13.33 0.10 123.89 0.30 ---- - - ---- - - -- -- 0.30 13.37 0.10 123.82 0.29 - - --- --- ---- --- -- -- -- ---- 0.29 13.40 0.10 123.76 0.29 ----- --- ---- ---- ----- -- ----- ---- 0.29 13.43 0.10 123.70 0.28 ---- -- __- ___ -_ ____ ____ __- 0.28 13.47 0.09 123.64 0.27 ---- -- - -- -- ----- --- ----- ---- 0.27 13.50 0.09 123.58 0.27 ---- --- --- ---- --- ---- ---- -- 0.27 13.53 0.09 123.52 0.26 ----- ---- -- ---- --- ---- - --- 0.26 13.57 0.09 123.46 0.25 --- ---- --- -- --- --- -- --- 0.25 13.60 0.09 123.41 0.25 ---- ---- -- ---- ----- ----- ---- ---- 0.25 13.63 0.09 123.36 0.24 ----- --- --- -- -- ---- -- -- 0.24 13.67 0.09 123.31 0.24 --- ----- --- ---_- --- --- ----- ---- 0.24 13.70 0.09 123.26 0.23 - - -- --- --- --_ ___ ___ 0.23 13.73 .0.08 123.21 0.22 ---- -- - - -- -- - -- 0.22 13.77 0.08 123.17 0.22 0.22 13.80 0.08 123.12 0.21 ---- ----- --- ---- --- ----- ---- ---- 0.21 13.83 0.08 123.08 0.20 -- -_ ___ -- -- __ - 0.20 13.87 0.08 123.04 0.20 0.20 13.90 0.08 123.00 0.19 --- ---- ----- ----- - ----- ----- - 0.19 Continues on next page... Basin 1 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) efs ft efs cfs cfs cfs cfs cfs cfs cfs cfs efs 13.93 0.08 122.97 0.19 ----- --- --- ----- -- -- - -- 0.19 13.97 0.08 122.93 0.18 ---- ---- ----- ----- ---- --- -- ---- 0.18 14.00 0.08 122.90 0.17 -- ---- -- -- --- --- ----- --- 0.17 14.03 0.07 122.86 0.17 -- --- -- -- --- - ----- --- 0.17 14.07 0.07 122.83 0.16 --- ---- --- -- -- -- - ---- 0.16 14.10 0.07 122.80 0.16 --- ____ ____ -_ ____ ____ ____ --- 0.16 14.13 0.07 122.78 0.15 -- --- -- -- --- ---- -- -- 0.15 14.17 0.07 122.75 0.15 --- ---- --- ---- ---- -- ---- ---- 0.15 14.20 0.07 122.72 0.15 --- ---- --- -- -- --- ----- --- --- 0.15 14.23 0.07 122.70 0.14 - --- ----- ---- - - --- ---- -- 0.14 14.27 0.07 122.67 0.14 -- -- -- -- --- -- -- --- 0.14 14.30 0.07 122.65 0.14 ----- ---- -- ____ _____ -__ ____ ____ 0.14 14.33 0.07 122.63 0.13 --- --- --- ---- --- --- --- ---- 0.13 14.37 0.07 122.61 0.13 ---_ --- ---- ---- ----- ----- ----- ---- 0.13 14.40 0.07 122.59 0.12 ---- -- --- ----- ---- ----- ----- ----- 0.12 14.43 0.07 122.57 0.11 - ----- --- ---- ---- ---- -- ----- 0.11 14.47 0.07 122.56 0.11 ---- - --- -- ----- --_ -- ----- 0.11 14.50 0.07 122.55 0.10 -- -- - -- ---- -- ----- ----- - --- 0.10 14.53 0.07 122.54 0.09 --- --- ----- ---- ---- ---- --- ---- 0.09 14.57 0.06 122.53 0.09 --- ----- ----- ---- --- ----- ---- --- 0.09 14.60 0.06 122.52 0.09 -- ---- ---- -- ----- ---- ---- ---- 0.09 14.63 0.06 122.51 0.08 --- - - --- ---- --- --- --- 0.08 14.67 0.06 122.51 0.08 -- --- - -- --- ---- --- ---- 0.08 14.70 0.06 122.50 0.08 ---- ----- --- ---- --- ----- ----- ----- 0.08 14.73 0.06 122.50 0.07 ---- ---- ---- ---- ----- ----- ---- ----- 0.07 14.77 0.06 122.49 0.07 ---- --- ---- ---- ---- ----- ----- --- 0.07 14.80 0.06 122.49 0.07 ----- ----- ---- ---- ---- ----- ----- ---- 0.07 ...End Hydrograph Report page, Hydraflow Hydrographs by Intelisolve Hyd. No. 2 Basin 1 Hydrograph type = Reservoir Peak discharge = 0.36 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = rear building Max. Elevation = 124.60 ft Max. Storage = 1,504 cuft Storage Indication method used. Outflow hydrograph volume=4,874 cuft Hydrograph Discharge Table Time Inflow Elevation Civ A CIv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 10.73 0.08 122.50 0.07 -- --- - ---- -- --- ____ -_ 0.07 10.77 0.08 122.50 0.07 ----- -- --- -- -- -- ---- -- 0.07 10.80 0.08 122.50 0.08 ---- ---- ----- ----- ---- ---- --_- --- 0.08 10.83 0.09 122.50 0.08 -- ----- -- --- ---- ----- --- ----- 0.08 10.87 0.09 122.51 0.08 ---- --- ---- ---- ---- ---- -- --- 0.08 10.90 0.09 122.51 0.08 -- -- -- ---- --- ---- ----- -- 0.08 10.93 0.09 122.51 0.08 ---- --- -- -- ---- --- -- --- 0.08 10.97 0.09 122.51 0.08 --- -- -- ---- --- ---- --- -- 0.08 11.00 0.09 122.52 0.08 ---- --- -- ---- ----- ----- ---- --- 0.08 11.03 0.09 122.52 0.09 --- ---- ---- --- ----- ----- -- -- 0.09 11.07 0.10 122.52 0.09 --- ---- --- -- --- --- --- ---- 0.09 11.10 0.10 122.52 0.09 --- ---- --- --- ----- ---- --- --- 0.09 11.13 0.10 122.53 0.09 ----- ---- -- - - - - 0.09 11.17 0.11 122.53 0.09 ---- --- --- ----- ----- --- -- --- 0.09 11.20 0.11 122.54 0.10 --- ----- ---- ----- ---- --- --- --- 0.10 11.23 0.12 122.55 0.10 ----- ---- ---- _- _____ ____ ___ _____ 0.10 11.27 0.12 122.55 0.10 ---- ---- ---- ----- --- --- ---- ---- 0.10 11.30 0.13 122.56 0.11 --- ---- ---- ---- ---- ___ ___ -__ 0.11 11.33 0.13 122.57 0.11 --- -- -- --- - --- ---- --- 0.11 11.37 0.14 122.57 0.11 ---- -- - -- -- -- -- -- 0.11 11.40 0.14 122.58 0.12 --- ---- ----- ---- ---- ---- ---- --- 0.12 11.43 0.15 122.59 0.12 -- --_ ____ ___ ' _____ _____ ___ -_ 0.12 11.47 0.15 122.60 0.13 ---- ----- ---- ___ __-_ ---- ____ 0.13 11.50 0.16 122.61 0.13 ---- --- ----- ----- ---- -- ----- ---- 0.13 11.53 0.16 122.62 0.13 ---- -- -- --- - --- --- -- 0.13 11.57 0.18 122.63 0.13 -- --- -- --- - - - -- 0.13 11.60 0.22 122.65 0.14 ----- --- ---- -- ---- --- --- --- 0.14 11.63 0.26 122.69 0.14 ---- ---- ---- ----- --- --- ----- ---- 0.14 11.67 0.30 122.73 0.15 --- --- ----- --- -- --- --- ---- 0.15 11.70 0.34 122.79 0.16 -- ___ -_ -_ _- -_ __- -_ 0.16 11.73 0.39 122.86 0.17 -- - -- - -_--- ----- ----- _---- 0.17 11.77 0.43 122.94 0.18 -_ -__ -_ _____ _-_ _- 0.18 11.80 0.48 123.02 0.20 --- ---- ----- ---- ---- --- -- -- 0.20 11.83 0.53 123.13 0.21 -- -- ---- ----- -- -- --- ----- 0.21 11.87 0.58 123.24 0.23 --- _---- --- --- --- ---- ----- ---- 0.23 11.90 0.63 123.36 0.24 ----- --- ----- ---- --- ---- ----- -_- 0.24 11.93 0.71 123.50 0.26 ---- ----- -- -- - --- -- ----- 0.26 11.97 0.89 123.68 0.28 -- --- --- --- --- ---- ---- ----- 0.28 Continues on next page... Basin 1 Page 2 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 cfs 12.00 1.20 123.93 0.30 - -- -__ ___ ____ �_ -� -- 0.30 12.03 1.49 124.07 0.32 -- ----- ---- ----- -- ----- --- --- 0.32 12.07 1.59<< 124.19 0.33 -- --- ---- --- ---- ---- --- --- 0.33 12.10 1.42 124.29 0.34 -- --- - -- - -_ -_ - 0_34 12.13 1.12 124.38 0.35 --- --- -- --- -- --~- - -- 0.35 12.17 0.87 124.44 0.35 -- --- ---- ---- ---- --- --- ---- 0.35 12.20 0.73 124.48 0.35 - ---- --- -- -- ----- -- -- 0.35 12.23 0.66 124.51 0.36 ---- ---- ---- ---- --- ----- -- --- 0.36 12.27 0.62 124.53 0.36 - --- ---- --- ---- ----- ----- ----- 0.36 12.30 0.57 124.56 0.36 -- -- --- -- ----- -- ----- --- 0.36 12.33 0.52 124.57 0.36 ----- ---- --- -- --- -- - -- ----- 0.36 12.37 0.48 124.59 0.36 ---- ----- ---- --- --- -- -- --- 0.36 12.40 0.43 124.59 0.36 -- ---- ---- -- -- ---- ---- --- 0.36 12.43 0.38 124.60 << 0.36 --- ----- ----- ---- ----- --- ---- ---- 0.36<< 12.47 0.33 124.60 0.36 ----- ---- ----- --- --- --- -- --- 0.36 12.50 0.29 124.59 0.36 -- -- ----- --- --- ----- --- ---- 0.36 12.53 0.24 124.58 0.36 - -- -- - ---- --- ----- -- 0.36 12.57 0.21 124.57 0.36 --- - --_ __- ____ ____ ____ ----- ----- 0.36 12.60 0.19 124.56 0.36 --- -- --- - ----- ---- ----- -- 0.36 12.63 0.19 124.54 0.36 ---- -- ---- --- ----- ---- --- --- 0.36 12.67 0.18 124.52 0.36 ---- --- ----- ----- ---- ----- ---- ----- 0.36 12.70 0.18 124.51 0.36 ---- - ---- ---- ---- ----- ---- --- 0.36 12.73 0.17 124.49 0.36 -- --- --- ____ - _- __- _- 0.36 12.77 0.17 124.47 0.35 --- --- ---- ---- ----- --- --- ---- 0.35 12.80 0.16 124.46 0.35 --- -- --- --- --- ----- ---- ---- 0.35 12.83 0.16 124.44 0.35 ---- ---- ----- ---- ---- ---- -- --- 0.35 12.87 0.15 124.42 0.35 ---- ----- ----- ---- --- ---- ----- ---- 0.35 12.90 0.15 124.40 0.35 - -- --- -- - -- --- -- 0.35 12.93 0.14 124.38 0.35 --- --- ---- -- ---- --- -- ----- 0.35 12.97 0.14 124.36 0.34 ----- ----- ----- --- ---- -- ----- --- 0.34 13.00 0.13 124.35 0.34 -- -- -- --- -__ -_- -_- ___ 0_34 13.03 0.13 124.33 0.34 --- ---- --- ----- ---- ---- ---- -- 0.34 13.07 0.12 124.31 0.34 ----- ---- ---- -- ---- -- --- --- 0.34 13.10 0.12 124.29 0.34 - --- - - --- - -- -- 0.34 13.13 0.12 124.27 0.34 -- --- - ----- -- -- ----- -_ -_ 0.34 13.17 0.12 124.25 0.33 --- -- ---- ---- -- ----- ---- ----- 0.33 13.20 0.12 124.23 0.33 - ----- -- ----- --- ---- --- --- 0.33 13.23 0.11 124.21 0.33 -- ----- --- --- ---- ----- -- -- 0.33 13.27 0.11 124.19 0.33 - --- -- -- ---- --- --- -- 0.33 13.30 0.11 124.17 0.33 - -- ----- --- -- -- -- ----- 0.33 13.33 0.11 124.15 0.33 -- ---- -- ---- -- --- - --- 0.33 13.37 0.11 124.13 0.32 -- -- ---- -- ____ _- ___ _- 0.32 13.40 0.11 124.11 0.32 -- --- --- - -- -- -- -- 0.32 13.43 0.11 124.09 0.32 - -- --- - --- ----- -- -- 0.32 13.47 0.11 124.07 0.32 ---- ___ ___ ____ _- _- ____ 0.32 13.50 0.10 124.05 0.32 - - - -- ---- - 0.32 13.53 0.10 124.03 0.31 - - -- -- -- ----- -- - 0.31 13.57 0.10 124.01 0.31 --- -- ___ ____ 0.31 13.60 0.10 123.98 0.31 -- -- -- - - ---- - -- 0.31 13.63 0.10 123.91 0.30 -- - --- -- --- -- ---- --- 0.30 13.67 0.10 123.84 0.30 - - - ---- -- ____ _- ___ 0.30 Continues on next page... Basin 1 Page 3 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D ExH1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 13.70 0.10 123.78 0.29 -- --- ---- - -_ -- _-- -- 0.29 13.73 0.10 123.71 0.28 --- ----- ---- ----- -- ----- -- - 0.28 13.77 0.09 123.65 0.28 - --- --- _- -- - --- --- ----- 0.28 13.80 0.09 123.59 0.27 -- -- --_ - - -- - -- 0.27 13.83 0.09 123.53 0.26 -- --- ---- -- -- - - -- - 0.26 13.87 0.09 123.48 0.26 ---- ----- ---- --- --- -- --- --- 0.26 13.90 0.09 123.42 0.25 -- -- --- ---- -__ ___ --- _- 0.25 13.93 0.09 123.37 0.24 --- --- ----- ----- --- ----- --- ---- 0.24 13.97 0.09 123.32 0.24 ---- ---- ----- ---- ----- ---- ---- ---- 0.24 14.00 0.08 123.27 0.23 0.23 14.03 0.08 123.22 0.22 ---- ---- __- -_ ____ ___ ___ ___-- 0.22 14.07 0.08 123.18 0.22 -- --- ----- --- ---- -- --- ----- 0.22 14.10 0.08 123.13 0.21 ---- -- ---- ---- --- ---- ---- -- 0.21 14.13 0.08 123.09 0.21 -- --- ----- ---- -__ ----- --- --- 0.21 14.17 0.08 123.05 0.20 ----- ----- ---- -- - -- ----- --- --_- 0.20 14.20 0.08 123.01 0.19 --- -- --- ----- ----- ----- ----- --- 0.19 14.23 0.08 122.97 0.19 -- ----- __- ____ - ____ _- _____ 0_19 14.27 0.08 122.94 0.18 ----- -- ---- ---- ----- ----- ---- ----- 0.18 14.30 0.08 122.90 0.18 --- -- --- --- -- -_- -- -- 0.18 14.33 0.08 122.87 0.17 ----- ---- ----- ----- ---- --- --- ----- 0.17 14.37 0.08 122.84 0.17 ---- -- --- ----- ---- ----- --- ----- 0.17 14.40 0.08 122.81 0.16 ----- ---- ___ - _- _____ _____ __- 0.16 14.43 0.08 122.78 0.16 ---- -- --- -- --- ---- -- --- 0.16 14.47 0.07 122.76 0.15 --- ---- --- --- ---- ----- ---- -_- 0.15 14.50 0.07 122.73 0.15 ---- ----- ---- ---- ---- ----- -- --- 0.15 14.53 0.07 122.71 0.14 ---- ---- --- ---- --- ---- -- ---- 0.14 14.57 0.07 122.69 0.14 -- --- ---- --- ----- ----- -- -- 0.14 14.60 0.07 122.66 0.14 -- --- ----- -- -_ ____ ___ ___ 0.14 14.63 0.07 122.64 0.13 --- -- -- --- -- -- -- - 0.13 14.67 0.07 122.62 0.13 ----- ---- --- ---- ---- ---- ---- -- 0.13 14.70 0.07 122.60 0.13 --- -- --- ---- -- ---- ---- -- 0.13 14.73 0.07 122.58 0.12 ---- --- ----- ---- ----- ---- ----- --- 0.12 14.77 0.07 122.57 0.11 -- --- --- --- ---- - -- ---- ----- 0.11 14.80 0.07 122.56 0.10 -- ----- ---- _--- --- --- -- ----- 0.10 14.83 0.07 122.54 0.10 --- --- ----- ----- --- --- --- -- 0.10 14.87 0.07 122.53 0.09 ---- -- -- --- -- ---- ----- ----- ---- 0.09 14.90 0.07 122.53 0.09 ---- ---- -- ---- -- --- --- ---- 0.09 14.93 0.07 122.52 0.09 ----- --- ---- ____ _- ___ ____ ___ 0.09 14.97 0.06 122.51 0.08 ---- ---- ---- -_- _---- -- -- --- 0.08 15.00 0.06 122.51 0.08 -- --- -- --- -- ----- -- - 0.08 15.03 0.06 122.50 0.08 -- --- --- - -- ----- --- _--- 0.08 15.07 0.06 122.50 0.07 ---- ----- ----- ---- ---- --- --- ---- 0.07 15.10 0.06 122.49 0.07 --- - --- --- -- ---- ---- ---- 0.07 ...End APPENDIX F RUNOFF CURVE NUMBER COMPUTATION Version 2 .00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 9-28-04 to basin 3 -------------------------------------------------------------------------------- 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 - 0 . 13 (61) - - Impervious Areas Paved parking lots, roofs, driveways - 0 . 73 (98) - - Total Area (by Hydrologic Soil Group) . 86 ------------------------------------------------------------------------------- TOTAL DRAINAGE AREA: .86 Acres WEIGHTED CURVE NUMBER: 92* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2 . 00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 9-28-04 to basin 3 ------------------------------------------------------------------------------- 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 70 .01 a 0.020 Open Channel 25 2 0 .003 Time of Concentration = 0 .02* --- 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 0 M I E GRAPHICAL PEAK DISCHARGE METHOD Version 2 .00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 9-28-04 to basin 3 Data: Drainage Area .86 * Acres Runoff Curve Number 92 * Time of Concentration: 0 .02 * Hours Rainfall Type III Pond and Swamp Area NONE Storm Number 1 2 3 4 5 ---------------------- ------ ------ ------ ------ ------ Frequency (yrs) 2 10 25 50 100 24-Hr Rainfall (in) 3 .2 4 .7 5 .5 6 .2 6 .9 Ia/P Ratio 0 .05 0 .04 0 .03 0 .03 0 .03 Used 0 .10 0 .10 0 . 10 0 .10 0 .10 Runoff (in) 2 .35 3 . 80 4 .58 5 .27 5 .96 Unit Peak Discharge 1.134 1.134 1 . 134 1 .134 1.134 (cfs/acre/in) Pond and Swamp Factor 1.00 1 .00 1 . 00 1.00 1.00 0.0 Ponds Used Peak Discharge (cfs) 2 4 4 5 6 ----------------------------------------------------------- * - Value (s) provided from TR-55 system routines . APPENDIX G Reservoir Report Page , Reservoir No. 2 - basin 2(northwest comer Hydratlow 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(cult) Total storage(cult) 0.00 120.00 138 0 0 2.00 122.00 528 666 666 4.00 124.00 1,118 1,646 2,312 6.00 126.00 1,961 3,079 5,391 Culvert I Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 12.0 6.0 10.0 0.0 Crest Len It = 0.00 0.00 0.00 0.00 Span in = 12.0 6.0 %0 0.0 Crest El.ft = 0.00 0.00 0.00 0.00 No.Barrels = 1 1 1 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.It = 121.00 121.00 124.00 0.00 Weir Type = - - - - Length It = 110.0 1.0 1.0 0.0 Multi-Stage = No No No No Slope% = 4.55 1.00 1.00 0.00 N-Value = .013 .013 .013 .000 Orif.Coeff. = 0.60 0.60 0.60 0.00 Multistage = n/a Yes No No EAItration Rate = 0.00 in/hr/sgft Tailwater Elev_= 0.00 ft Note:All oultlows haze been analyzed under inlet and outlet control. Stage I Storage I Discharge Table Stage Storage Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D ExHI Total ft cult ft cfs cis cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 120.00 0.00 0.00 0.00 - -- - - - -- 0.00 2.00 666 122.00 0.74 0.72 0.00 -- -- - - - - 0.72 4.00 2,312 124.00 1.48 1.45 0.00 - - - - - - 1.45 6.00 5,391 126.00 1.95 1.95 3.30 -- -- - - - -- 5.25 APPENDIX H Hydrograph Report Pagel Hydraflow HydrogWhs by Intelisolve Hyd. No. 5 basin 3 Hydrograph type = Reservoir Peak discharge = 0.65 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = basin 3 Max. Elevation = 123.78 ft Max. Storage = 3,076 cuft Storage Indication method used. Outflow hydrograph volume=8,472 cuft 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 11.23 0.18 121.31 0.14 0.13 -- ---- - - - - - 0.13 11.27 0.19 121.32 0.15 0.14 -- -- --- - - -- --- 0.14 11.30 0.20 121.33 0.16 0.15 ---- ----- ----- ---- --- ---- --- 0.15 11.33 0.20 121.34 0.16 0.15 ---- ---- -- -- ---- -- --- 0.15 11.37 0.21 121.35 0.17 0.16 ----- --- - --- --- --- ----- ----- 0.16 11.40 0.22 121.36 0.18 0.16 -- --- --- ----- - -- -- 0.16 11.43 0.23 121.37 0.18 0.17 - ---- --- -- - -- -- 0.17 11.47 0.24 121.39 0.19 0.18 --- -- ---- ---- --- --- - 0.18 11.50 0.24 121.40 0.20 0.18 --- ---- --- --- ----- ----- ---- 0.18 11.53 0.26 121.41 0.21 0.19 --- --- --- --- - --- -- 0.19 11.57 0.28 121.43 0.21 0.20 -- ----- --- -- - -- - 0.20 11.60 0.33 121.45 0.22 0.20 ----- ---- --- ----- ----- -- -- -- 0.20 11.63 0.39 121.49 0.23 0.21 - -- -- - - --- ---- 0.21 11.67 0.46 121.53 0.24 0.23 -- --- ---- - - -- -- 0.23 11.70 0.53 121.59 0.26 0.25 --- ---_ -_- _-- --_ __- ____ 0.25 11.73 0.61 121.66 0.28 0.27 ----- -- -- --- ---- -- --- 0.27 11.77 0.69 121.74 0.29 0.29 --- --- ---- -- ----- --- ---- 0.29 11.80 0.77 121.83 0.32 0.31 ---- ----- --- ---- --- --- ----- 0.31 11.83 0.85 121.93 0.35 0.34 - --- - ---- - -- -- 0.34 11.87 0.94 122.03 0.38 0.36 - --- --- ----- - --- -- 0.36 11.90 1.03 122.09 0.40 0.37 --- ---- --_ _____ ____ ____ ____ 0.37 11.93 1.15 122.17 0.42 0.39 ---- --- -- -- ---- --- ---- 0.39 11.97 1.40 122.26 0.44 0.41 --- --- ----- ----- ----- ---- ---- 0.41 12.00 1.81 122.39 0.47 0.43 --- -- --- ---- --- -- --- 0.43 12.03 2.25 122.56 0.47 0.47 - - ----- ----- - --- -- 0.47 12.07 2.47<< 122.77 0.51 0.50 -- -- ----- -- - - -- -- 0.50 12.10 2.37 122.97 0.56 0.53 --- ---- ----- --- --- ---- --- 0.53 12.13 2.05 123.15 0.57 0.56 ----- -- ---- -- ---- --- --- 0.56 12.17 1.70 123.29 0.59 0.58 -- -- ---- -- --- --- --- 0.58 12.20 1.44 123.40 0.62 0.60 -- --- -- - - - -- 0.60 12.23 1.29 123.48 0.62 0.61 ---- ----- ----- - -- - - 0.61 12.27 1.20 123.55 0.62 0.62 - ----- ----- - -- -- --- 0.62 12.30 1.13 123.61 0.63 0.63 ---- --- - -- --- -- ----- 0.63 12.33 1.06 123.66 0.64 0.63 ----- -- -- - -- ----- ---- 0.63 12.37 0.98 123.70 0.65 0.64 --- -- -- ---- - -- --- 0.64 12.40 0.91 123.73 0.66 0.64 - --- ---- -- -- -- - 0.64 12.43 0.83 123.76 0.67 0.65 - - - - -- - --- 0.65 12.47 0.76 123.77 0.67 0.65 - -- - -- -- ---- ---- 0.65 Continues on next page... basin 3 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) efs ft cfs efs cfs cfs cfs cfs cfs efs cfs cfs 12.50 0.68 123.78<< 0.67 0.65 -- --- -- ---- ----- -- -- 0.65 << 12.53 0.61 123.78 0.67 0.65 ---- --- --- ----- ----- --- ---- 0.65 12.57 0.55 123.77 0.67 0.65 -- -- --- - --- -- -- 0.65 12.60 0.51 123.76 0.67 0.65 - -- - - --- --- -- 0.65 12.63 0.49 123.74 0.66 0.64 --- ---- --- ---- __- ___ ____ 0_64 12.67 0.47 123.73 0.66 0.64 ----- ----- --- ---- ----- ---- - 0.64 12.70 0.45 123.71 0.65 0.64 --- ---- ----- ____ ____ -__ -_ 0_64 12.73 0.44 123.69 0.65 0.64 ----- ----- --- --- ---- ---- -- 0.64 12.77 0.43 123.66 0.64 0.63 --- --- ---- --- -- ----- -- 0.63 12.80 0.41 123.64 0.64 0.63 -- ----- - - ----- - - 0.63 12.83 0.40 123.62 0.63 0.63 --- ---- - --- --- - -- -- 0.63 12.87 0.39 123.59 0.63 0.62 ----- ----- ---- --- ---- -- ---- 0.62 12.90 0.38 123.57 0.62 0.62 -- ---- -- -- ---- -- --- 0.62 12.93 0.36 123.54 0.62 0.62 --- --- ---- --- ---- ---- ---- 0.62 12.97 0.35 123.51 0.62 0.61 ---- ---_ _____ ____ ____ -__ ___ 0.61 13.00 0.34 123.48 0.62 0.61 ---- - -- -- --- -- --- 0.61 13.03 0.33 123.45 0.62 0.60 -- ----- ----- ---- --- - ----- 0.60 13.07 0.32 123.42 0.62 0.60 -- ----- -- ----- ---- ---- ---- 0.60 13.10 0.30 123.39 0.62 0.60 ---- --- --- -- ____ _ _ ____ 0.60 13.13 0.29 123.36 0.61 0.59 -- ---- ---- ---- -- --- ---- 0.59 13.17 0.28 123.33 0.60 0.59 --- --- --- -- ----- ---- ---- 0.59 13.20 0.27 123.29 0.59 0.58 ----- - -- - ----- ---- -- 0.58 13.23 0.26 123.26 0.59 0.58 ----- --- -- --- ----- --- --- 0.58 13.27 0.25 123.23 0.58 0.57 ---- ---- ----- ---- -_- -- ---- 0.57 13.30 0.24 123.19 0.57 0.57 --- --- --- ____ ___ _-- -_ 0.57 13.33 0.24 123.16 0.57 0.56 --- --- ----- ---- ---- ---- ---- 0.56 13.37 0.23 123.12 0.57 0.56 ----- ---_ --- - - ----- --- ----- 0.56 13.40 0.23 123.09 0.57 0.55 - --- -- ---- -- ----- --- -- 0.55 13.43 0.22 123.05 0.57 0.55 ----- --_ ___ ___ ---_ -_ ____ 0.55 13.47 0.22 123.02 0.57 0.54 ----- ----- ---- ----- ----- --- ----- 0.54 13.50 0.21 122.98 0.56 0.53 -- --- ---- -- --- ---- --- 0.53 13.53 0.21 122.95 0.56 0.53 ---- --- -- ----- ---- ----- ---- 0.53 13.57 0.21 122.91 0.55 0.52 ---- ---- ---- --- -- ----- --- 0.52 13.60 0.20 122.88 0.54 0.52 ---- ----- -- --- -- --- 0.52 13.63 0.20 122.84 0.53 0.51 ---- - --- -- --- --- ---- ---- 0.51 13.67 0.20 122.81 0.52 0.51 ----- ----- ---- --- ---- ---- ---- 0.51 13.70 0.19 122.78 0.51 0.50 ----- ---- --- ---- --- ____ ___ 0.50 13.73 0.19 122.74 0.51 0.50 ---- --- --- ---- ---- ---- --- 0.50 13.77 0.19 122.71 0.50 0.49 ---- ----- -- ---- ---- --- ---- 0.49 13.80 0.19 122.68 0.49 0.49 - --- - -- -- -- - 0.49 13.83 0.18 122.65 0.48 0.48 --- --_ -- -- - ---- -- --- 0.48 13.87 0.18 122.61 0.48 0.48 -- ----- ---- -- -- ---- ----- 0.48 13.90 0.18 122.58 0.47 0.47 -- ----- -- -- ---- ---- --- 0.47 13.93 0.17 122.55 0.47 0.46 --- -- -- --- -- -- ----- 0.46 13.97 0.17 122.52 0.47 0.46 -- --- --- --- -- --- -- 0.46 14.00 0.17 122.49 0.47 0.45 -- - - - -- -- 0.45 14.03 0.17 122.46 0.47 0.45 ---- --- - - ---- - -- 0.45 14.07 0.16 122.43 0.47 0.44 --- --- --- -- ----- ---- ----- 0.44 14.10 0.16 122.40 0.47 0.44 -- -- ----- -- --- --- ---- 0.44 14.13 0.16 122.37 0.46 0.43 ---- -- -- ---- ---- --- --- 0.43 14.17 0.16 122.34 0.45 0.42 --- ----- ---- -- - ----- --- -- 0.42 Continues on next page... basin 3 Page 3 Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cis cfs cfs cfs cfs cfs 14.20 0.16 122.31 0.45 0.42 -- ---- -- --- --- -- ---- 0.42 14.23 0.16 122.28 0.44 0.41 ----- -- -- --- --- --- -- --- - 0.41 14.27 0.16 122.26 0.44 0.41 -- ---- ----- ---- --- - -- ---- 0.41 14.30 0.15 122.23 0.43 0.40 - - - --- --- -- 0.40 14.33 0.15 122.20 0.42 0.40 -- ---- - --- ---- -- - 0.40 14.37 0.15 122.18 0.42 0.39 ----- --- ---_ ___ -__ -_ -__ 0.39 14.40 0.15 122.15 0.41 0.39 --- ---- --- --- ---- --- ---- 0.39 14.43 0.15 122.13 0.41 0.38 ---- --- ---- --- -~-- -- -- 0.38 14.47 0.15 122.10 0.40 0.38 ---- - -- --- - -~-- --- -~-- 0.38 14.50 0.15 122.08 0.40 0.37 - -- - --- --- --- - 0.37 14.53 0.14 122.05 0.39 0.37 --- --- -- -- --- ---- - 0.37 14.57 0.14 122.03 0.38 0.36 ---- ---- ---- -- -- - --- ----- 0.36 14.60 0.14 122.01 0.38 0.36 --- -- --- -- ----- - ----- 0.36 14.63 0.14 121.97 0.37 0.35 ----- ---- - -- ---- ---- ---- ----- 0.35 14.67 0.14 121.92 0.35 0.34 ----- --- --- ---- --- --- ~-- 0.34 14.70 0.14 121.88 0.34 0.33 --- --- - --- ---- -- --- 0.33 14.73 0.14 121.84 0.32 0.32 - - - -- ----- - -- 0.32 14.77 0.14 121.80 0.31 0.31 ---- ---- ---- -- --- --- -- 0.31 14.80 0.14 121.77 0.30 0.30 --- - - -- -- --- --- -- 0.30 14.83 0.13 121.73 0.29 0.29 --- -- ----- ----- - --- ---- ----- 029 14.87 0.13 121.70 0.28 0.28 ----- ---- ----- ----- --- --- ----- 0.28 14.90 0.13 121.67 0.28 0.27 ---- ----- ---- - ---- -- - 0.27 14.93 0.13 121.64 0.27 0.26 --- --- - --- ---- ___ ____ ____ 0.26 14.97 0.13 121.61 0.27 0.26 ----- ---- -- --- ---- ----- --- 0.26 15.00 0.13 121.58 0.26 0.25 ---- -- -- --- ----- ---- ---- 0.25 15.03 0.13 121.56 0.25 0.24 ---- ---- --- ---- ---- ---- ----- 0.24 15.07 0.13 121.53 0.24 0.23 ----- ----- ---- ----- --- ----- ----- 0.23 15.10 0.12 121.51 0.24 0.22 -- --- - - - --- ---- 0.22 15.13 0.12 121.49 0.23 0.22 --- - --- --- -- ---- ---- 0.22 15.17 0.12 121.47 0.22 0.21 ----- -- ---- --- --- --- ----- 0.21 15.20 0.12 121.45 0.22 0.20 ----- -- _---_ ---- ----- ---- ---- 0.20 15.23 0.12 121.44 0.21 0.20 ---- ---- --- -- ---- ---- -- 0.20 15.27 0.12 121.42 0.21 0.19 -- ---- - --- ----- --- ---- 0.19 15.30 0.12 121.40 0.20 0.19 --- -- ---- - --- -- -- 0.19 15.33 0.12 121.39 0.19 0.18 --- ---- --- ---- --- ----- ----- 0.18 15.37 0.11 121.38 0.19 0.17 ---- -- ___ __- ---- _____ ____ 0.17 15.40 0.11 121.36 0.18 0.16 ---- ----- ---- --- ----- ---- ---- 0.16 15.43 0.11 121.35 0.17 0.16 ----- -- -- -- ----- -- ---- --- 0.16 15.47 0.11 121.34 0.16 0.15 --- -- ---- -- ---- ---- ----- 0.15 15.50 0.11 121.33 0.16 0.15 ---- - - - -- - --- 0.15 15.53 0.11 121.33 0.15 0.14 -- -- _-_ _____ _____ ___ ___ 0.14 15.57 0.11 121.32 0.15 0.14 ---- ---- ___ _- ____ _____ ____ 0.14 15.60 0.11 121.31 0.14 0.14 --- -- -- ---- ---- -- ---- 0.14 15.63 0.10 121.31 0.14 0.13 ---- ----- ----- ----- --- --- ---- 0.13 ...End Hydrograph Report page Hydraflow Hydrographs by IntelisoNe Hyd. No. 5 basin 3 Hydrograph type = Reservoir Peak discharge = 1.62 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = basin 3 Max. Elevation = 124.49 ft Max. Storage = 4,229 cuft Storage Indication method used. Outflow hydrograph volume=14,243 cult Hydrograph Discharge Table Time Inflow Elevation Clv A CIv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.60 0.59 121.93 0.35 0.34 ---- __--- -- -- --- ----- - 0.34 11.63 0.69 121.99 0.38 0.35 --- -- ---- -- -- --- - 0.35 11.67 0.80 122.04 0.39 0.36 ---- ---- ---- --- - ----- ----- ----- 0.36 11.70 0.92 122.09 0.40 0.37 -- ---- ---- --- ----- --- - 0.37 11.73 1.03 122.15 0.41 0.39 ---- ----- --- ----- ----- ---- --- 0.39 11.77 1.15 122.23 0.43 0.40 --- --- -- ____ ___ _-_ ____ 0.40 11.80 1.26 122.32 0.45 0.42 -- --- -- ----- - - - ----- 0.42 11.83 1.38 122.41 0.47 0.44 --- ----- ---- ---- ---- --- -- 0.44 11.87 1.50 122.52 0.47 0.46 ----- ---- ---- ---- ----- ----- --- - 0.46 11.90 1.63 122.64 0.48 0.48 --- --- --- --- --- ----- ---- 0.48 11.93 1.83 122.77 0.51 0.50 ----- ---- ---- ----- ---- ----- ----- 0.50 11.97 2.23 122.94 0.55 0.53 -- ----- -- ---- ---- ---- ----- 0.53 12.00 2.87 123.15 0.57 0.56 -- ---- -- ----- --- - - 0.56 12.03 3.55 123.44 0.62 0.60 --- --- - - -- ---- --- 0.60 12.07 3.87<< 123.77 0.67 0.65 ---- --- --- ---- ---- ----- ---- 0.65 12.10 3.69 124.06 0.75 0.68 0.05 --- -- - ---- ---- ----- 0.74 12.13 3.17 124.23 0.97 0.69 0.24 --- -- ---- ----- --- --- 0.93 12.17 2.60. 124.34 1.23 0.70 0.51 ----- --- ---- ----- ----- --- 1.20 12.20 2.19 124.42 1.41 0.69 0.69 - --- - ----- --- -- - 1.38 12.23 1.95 124.45 1.54 0.69 0.83 --- --- --- ----- ----- - 1.52 12.27 1.81 124.48 1.60 0.69 0.90 ---- ---- ----- ----- ---- --- 1.59 12.30 1.70 124.48 1.64 0.68 0.94 --- -- ----- ---- ---- -- 1.62 12.33 1.59 124.49<< 1.64 0.68 0.94 ----- ---- ----- ----- ----- ----- 1.62 12.37 1.48 124.48 1.62 0.69 0.92 ---- ---- --- ----- --- --- 1.61 12.40 1.36 124.47 1.59 0.69 0.88 -- - - ---- -- -- 1.57 12.43 1.25 124.45 1.54 0.69 0.83 - -- --- ----- ---- - 1.52 12.47 1.14 124.44 1.48 0.69 0.76 --- ----- ___ _____ ___ __- 1.45 12.50 1.02 124.41 1.40 0.69 0.69 -- - - --- --- ---- 1.38 12.53 0.92 124.39 1.34 0.70 0.61 --- --- -- -- ----- ---- 1.31 12.57 0.84 124.36 1.28 0.70 0.56 ----- -- --- -- --- -- 1.25 12.60 0.79 124.34 1.22 0.70 0.49 -- - -- -- -- - 1.19 12.63 0.75 124.31 1.16 0.69 0.44 - - - ----- -- -- 1.13 12.67 0.73 124.29 1.11 0.69 0.38 ---- - -- -- --- --- ---- 1.08 12.70 0.71 124.27 1.06 0.69 0.33 -- ---- ---- ---- ---- ----- 1.03 12.73 0.69 124.25 1.01 0.69_ 0.29 --- -- --- ----- -- ----- 0.98 12.77 0.68 124.23 0.97 0.69 0.25 --- - ----- - - -- 0.94 12.80 0.66 124.21 0.94 0.69 0.21 - - - -- --- - 0.90 12.83 0.64 124.20 0.90 0.69 0.18 0.87 Continues on next page... basin 3 Page 2 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 cfs cfs cfs cfs cfs cfs 12.87 0.62 124.18 0.89 0.69 0.16 --- --- -- --- --- - 0.86 12.90 0.60 124.17 0.87 0.69 0.15 ----- ---- --- ----- ---- ---- 0.84 12.93 0.59 124.15 0.85 0.69 0.14 -- --- ----- --- ---- --- 0.83 12.97 0.57 124.14 0.83 0.69 0.12 ---- - -- - - 0.81 13.00 0.55 124.12 0.82 0.69 0.11 --- --- - ----- -- -- 0.80 13.03 0.53 124.11 0.80 0.69 0.09 ---- ---- ----- ---- --- --- 0.78 13.07 0.52 124.09 0.78 0.68 0.08 -- --- ----- - --- ---- --- 0.76 13.10 0.50 124.07 0.76 0.68 0.07 ---- --- ----- --- ---- --- 0.75 13.13 0.49 124.06 0.75 0.68 0.05 --- --- ---- ----- -- -- 0.73 13.17 0.48 124.04 0.73 0.68 0.04 --- -- -- - - - 0.72 13.20 0.47 124.03 0.71 0.68 0.03 - - - ----- - - --- 0.70 13.23 0.46 124.01 0.70 0.68 0.01 --- ----- ----- --- ----- --- 0.69 13.27 0.45 124.00 0.68 0.68 -- -- ----- --- --- -- ---- 0.68 13.30 0.45 123.98 0.68 0.67 -- -- ---- --- --- -- ---- 0.67 13.33 0.44 123.95 0.68 0.67 --- -- --- --- --- -- --- 0.67 13.37 0.43 123.92 0.68 0.67 -- --- - -- -- -- - - 0.67 13.40 0.42 123.90 0.68 0.66 -- -- -- --- -- ---- --- 0.66 13.43 0.41 123.87 0.68 0.66 ---- --- ---- ---- ---- --- - 0.66 13.47 0.40 123.84 0.68 0.66 ---- ---- ---- ---- ----- --- --- 0.66 13.50 0.40 123.82 0.68 0.65 --- _-_ ____ _-__ -_ ____ 0.65 13.53 0.39 123.79 0.68 0.65 --- --- ---- ---- ----- -- ---- 0.65 13.57 0.38 123.76 0.67 0.65 ---- --- - ----- -- ---- ---- 0.65 13.60 0.37 123.73 0.66 0.64 -- ---- ----- -- --- -- --- 0.64 13.63 0.37 123.70 0.65 0.64 ---- ----- ----- ----- ----- ----- ----- 0.64 13.67 0.36 123.67 0.65 0.63 -- ---- --- ---- ---- -- --- 0.63 13.70 0.35 123.64 0.64 0.63 -- --- ---- -- -- ---- -- ---- 0.63 13.73 0.34 123.61 0.63 0.63 --- ---- ---- --- -- ---- --- 0.63 13.77 0.33 123.58 0.63 0.62 -- --- -- ----- -- --- -- 0.62 13.80 0.32 123.55 0.62 0.62 ----- ----- ---- -- - ---- ---- ---- 0.62 13.83 0.31 123.52 0.62 0.61 ----- ---- ---- ----- ---- ---- ----- 0.61 13.87 0.30 123.48 0.62 0.61 ---_ ___ ___ _- __ ____ ___ 0.61 13.90 0.29 123.45 0.62 0.60 ---- ----- ---- ---- --- -- - ---- 0.60 13.93 0.29 123.42 0.62 0.60 -- ----- --- ---- -- --- --- 0.60 13.97 0.28 123.38 0.62 0.59 ---- --- - - -- -- - 0.59 14.00 0.27 123.35 0.61 0.59 ---- --- --- - - -- -- 0.59 14.03 0.27 123.31 0.60 0.58 ----- ---- --- --- ---- -- ----- 0.58 14.07 0.26 123.28 0.59 0.58 --- ---- ----- ---- --- ----- -- 0.58 14.10 0.26 123.25 0.58 0.58 --- -__ __-_ ____ ____ ___ ___ 0.58 14.13 0.25 123.21 0.57 0.57 --- ---- ---- ---- ---- ---- -- 0.57 14.17 0.25 123.18 0.57 0.57 - ---- - - --- -- - 0.57 14.20 0.25 123.14 0.57 0.56 -- -- -- --- -- ----- --- --- 0.56 14.23 0.24 123.11 0.57 0.55 --_ ____ -_ --_ _____ -__ _- 0.55 14.27 0.24 123.08 0.57 0.55 --- ---- --- ---- ---- --- ---- 0.55 14.30 0.24 123.04 0.57 0.54 ---- --- -- ---- ---- -- --- 0.54 14.33 0.24 123.01 0.57 0.54 ---- ----- -- ---- -- ----- --- 0.54 14.37 0.23 122.98 0.56 0.53 -- -- --- -- -- - -- 0.53 14.40 0.23 122.94 0.56 0.53 -- - - - -- - -- 0.53 14.43 0.23 122.91 0.55 0.52 ---- --_ --- --- ---- -- --- 0.52 14.47 0.23 122.88 0.54 0.52 -- ---- --- --- - -- ----- 0.52 14.50 0.22 122.85 0.53 0.51 -- ---- --- -- - - -- -- 0.51 14.53 0.22 122.82 0.52 0.51 - --- --- ---- --- -_- --- 0.51 Continues on next page... basin 3 Page 3 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 14.57 0.22 122.79 0.51 0.50 ----- ---- --- ---- -- ----- 0.50 14.60 0.22 122.76 0.51 0.50 -= - ----- ----- - - ---- ---- ---- 0.50 14.63 0.22 122.73 0.50 0.49 -- --- ---- ----- ---- ---- --- 0.49 14.67 0.21 122.70 0.49 0.49 - -- - --- -- -- ---- 0.49 14.70 0.21 122.67 0.49 0.48 ---- --- ---- ----- -- -- -- 0.48 14.73 0.21 122.64 0.48 0.48 ---- - - ----- -- ---- ----- ---- 0.48 14.77 0.21 122.61 0.47 0.47 --- -- ---- -- -- ---- -- 0.47 14.80 0.21 122.58 0.47 0.47 ---- --- --- -- --- ----- ----- 0.47 14.83 0.20 122.55 0.47 0.46 --- ----- --- ---- ---- ----- --- 0.46 14.87 0.20 122.52 0.47 0.46 -- - ---- --- -- - -- 0.46 14.90 0.20 122.50 0.47 0.45 -- ---- -- ---- -- -- - -- 0.45 14.93 0.20 122.47 0.47 0.45 ----- --- ----- --- ----- ----- --- 0.45 14.97 0.20 122.44 0.47 0.44 --- ---- ---- -- -- ---- -- 0.44 15.00 0.20 122.42 0.47 0.44 ---- ---- - --- ---- --- ---- 0.44 15.03 0.19 122.39 0.47 0.43 ---- ----- ----- ---- ---- ---- ---- 0.43 15.07 0.19 122.37 0.46 0.43 -- -- --- --- --_ -- - 0.43 15.10 0.19 122.34 0.45 0.42 --- ----- ---- ----- --- --- - 0.42 15.13 0.19 122.31 0.45 0.42 ----- ----- ---- --- ----- ----- - --- 0.42 15.17 0.19 122.29 0.44 0.41 ----- --- ----- --- --- -- -- 0.41 15.20 0.18 122.27 0.44 0.41 ----- --- ---- __- _ __- _- 0.41 15.23 0.18 122.24 0.43 0.40 ---- ---- ---- ---- --- ----- ---- 0.40 15.27 0.18 122.22 0.43 0.40 -- -- -- - - -- -- 0.40 15.30 0.18 122.19 0.42 0A0 ---- --- --- ----- ---- - - --- 0.40 15.33 0.18 122.17 0.42 0.39 ---- --- ----- -- -- ---- ---- ---- 0.39 15.37 0.17 122.15 0.41 0.39 ----- ----- ----- -- ---- ---- ---- 0.39 15.40 0.17 122.12 0.41 0.38 ---- --- --- -- --- -- - 0.38 15.43 0.17 122.10 0.40 0.38 ---- ---- ----- ---- --- ----- --- 0.38 15.47 0.17 122.08 0.40 0.37 ---- --- -- ---- ---- ---- -- 0.37 15.50 0.17 122.06 0.39 0.37 -- ---- ---- ----- --- ----- ---- 0.37 15.53 0.16 122.04 0.39 0.36 ---- -- ----- ---- ---- --- -- 0.36 15.57 0.16 122.02 0.38 0.36 --- -- - ---- ----- --- ----- 0.36 15.60 0.16 121.99 0.37 0.35 ---- --- --- --- ---- ----- ----- 0.35 15.63 0.16 121.95 0.36 0.34 0_34. 15.67 0.16 121.91 0.35 0.33 -- -- -- -- -- 0.33 ...End Hydrograph Report Page, Hydraflow Hydrographs by Intelisolve Hyd. No. 5 basin 3 Hydrograph type = Reservoir Peak discharge = 2.34 cfs Storm frequency = 25 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = basin 3 Max. Elevation = 124.69 ft Max. Storage = 4,614 cuft Storage Indication method used. Outflow hydrograph volume=17,376 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.83 1.66 122.68 0.49 0.49 --_ -- --- ---- --- -- --- 0.49 11.87 1.81 122.82 0.52 0.51 --- - - --- - ---- -- - 0.51 11.90 1.96 122.96 0.56 0.53 ---- ----- ---- ----- ----- ----- ----- 0.53 11.93 2.19 123.13 0.57 0.56 ---- ----- ---- ----- ----- ----- ----- 0.56 11.97 2.66 123.33 0.60 0.59 ---- ---- -- ----- ---- ----- ----- 0.59 12.00 3.43 123.59 0.63 0.62 ---- --- ---- --- - --- ---- 0.62 12.03 4.23 123.94 0.68 0.67 -- ---- --- --- -- --- - 0.67 12.07 4.60<< 124.20 0.90 0.69 0.17 -- -- ---- -__ -__ ___ 0.87 12.10 4.36 124.41 1.39 0.69 0.68 --- ---- ----- ----- ---- ---- 1.37 12.13 3.72 124.57 1.90 0.67 1.22 ---- ---- ---- ----- ---- --- 1.89 12.17 3.05 124.65 2.20 0.67 1.53 ---- ---- --- ---- ---- --- 2.20 12.20 2.56 124.69 2.32 0.67 1.66 ---- ----- ---- ----- ----- ----- 2.32 12.23 2.27 124.69<< 2.34 0.67 1.68 - -_ -__ ____ -- -_ 2.34 << 12.27 2.10 124.68 2.31 0.67 1.64 ----- -- --- --- ---- ---- 2.31 12.30 1.97 124.67 2.25 0.67 1.59 --- ---- ----- --- --- --- 2.25 12.33 1.84 124.65 2.18 0.67 1.51 -- ---- ---- --- --- ---- 2.18 12.37 1.71 124.62 2.09 0.67 1.43 --- ---- ---- ---- --- --- 2.09 12.40 1.57 124.60 2.00 0.67 1.33 ---- ----- ----- ----- ----- ---- 2.00 12.43 1.44 124.57 1.91 0.67 1.23 ----- ---- - ---- -- - 1.90 12.47 1.31 124.54 1.81 0.68 1.12 -- ---- - --- ---- -- 1.80 12.50 1.17 124.51 1.70 0.68 1.01 --- ---- ---- ----- ---- --- 1.69 12.53 1.05 124.47 1.59 0.69 0.89 --- ---- --- ---- ----- ---- 1.58 12.57 0.95 124.44 1.48 0.69 0.77 --- --- --- ----- ----- ---- 1.46 12.60 0.89 124.41 1.38 0.70 0.66 --- ----- ----- ---- ----- ----- 1.36 12.63 0.85 124.38 1.31 0.70 0.59 -- - - -- --- -- 1.28 12.67 0.83 124.35 1.25 0.70 0.53 - -- - -- -- -- 1.22 12.70 0.82 124.33 1.20 0.69 0.47 ---- --- ----- --- ---- ---- 1.17 12.73 0.80 124.31 1.15 0.69 0.42 ---- ---- --- ----- ---- --- 1.12 12.77 0.79 124.29 1.10 0.69 0.38 ----- --- ----- -- ---- -- 1.07 12.80 0.77 124.27 1.06 0.69 0.34 -_ ___ _ __ __ __ ___ ____ 1.03 12.83 0.76 124.25 1.03 0.69 0.30 - - - - - -- 1.00 12.87 0.74 124.24 0.99 0.69 0.27 -- -- - -- -- - 0.96 12.90 0.72 124.23 0.96 0.69 0.24 - -- --- ---- ---- ---- 0.93 12.93 0.71 124.21 0.93 0.69 0.21 ----- --- ----- --- ---- ---- 0.90 12.97 0.69 124.20 0.90 0.69 0.18 ---- ----- --- -- ---- ---- 0.87 13.00 0.67 124.19 0.89 0.69 0.17 --- ---- --- ---- --- ---- 0.86 13.03 0.65 124.18 0.88 0.69 0.16 - -- - ----- - -- 0.85 13.07 0.64 124.16 0.86 0.69 0.15 --- ----- -- --- --- ---- 0.84 Continues on next page... basin 3 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A CIv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) ds ft cfs cfs cfs cfs efs cfs efs cfs ds ds 13.10 0.62 124.15 0.85 0.69 0.13 -- -- --- -__ ____ ___ 0_82 13.13 0.61 124.14 0.83 0.69 0.12 ---- --- --- --- -- --- 0.81 13.17 0.60 124.13 0.82 0.69 0.11 --- ----- ---- --- -- - - 0.80 13.20 0.59 124.11 0.81 0.69 0.10 -- -- - - ---- -- 0.79 13.23 0.58 124.10 0.79 0.69 0.09 -- -- ---- - --- -- 0.77 13.27 0.57 124.09 0.78 0.68 0.08 -- ----- ---- --- ---- ---- 0.76 13.30 0.56 124.08 0.76 0.68 0.07 -- ---- ---- --- ---- --- 0.75 13.33 0.55 124.06 0.75 0.68 0.06 --- --- ---- ---- --- --- 0.74 13.37 0.54 124.05 0.74 0.68 0.05 ---- ----- -- --- ---- --- 0.73 13.40 0.53 124.04 0.72 0.68 0.03 - -- ---- ---- -- ---- 0.71 13.43 0.52 124.03 0.71 0.68 0.02 -- - --- --- - 0.70 13.47 0.51 124.02 0.70 0.68 0.01 -- ---- --- ---- ---- ---- 0.69 13.50 0.50 124.00 0.68 0.68 0.00 ---- -- ---- ---- -- ----- 0.68 13.53 0.49 123.99 0.68 0.68 --- ----- ----- ----- ---- ---- ----- 0.68 13.57 0.48 123.97 0.68 0.67 ----- ---- ---- - ----- --- -- ----- 0.67 13.60 0.47 123.94 0.68 0.67 --- -- --- ----- ----- ---- --- 0.67 13.63 0.46 123.92 0.68 0.67 -- - --- ----- --- -- 0.67 13.67 0.45 123.90 0.68 0.66 ---- ----- ----- ----- ---- ----- --- 0.66 13.70 0.44 123.88 0.68 0.66 --__ -_ ____ -_- ____ ___ ____ 0.66 13.73 0.43 123.85 0.68 0.66 --- -- ----- ----- --- ---- --- 0.66 13.77 0.42 123.83 0.68 0.65 ---- ----- ---- ----- --- ---- ----- 0.65 13.80 0.41 123.80 0.68 0.65 -- --- -- --- -- ---- ----- 0.65 13.83 0.41 123.78 0.67 0.65 -- ----- --- ---- ---- --- -- 0.65 13.87 0.40 123.75 0.67 0.64 ---- --- --- -- ---- ----- ----- 0.64 13.90 0.39 123.72 0.66 0.64 - - -- --- ----- --- ----- ----- 0.64 13.93 0.38 123.70 0.65 0.64 -- ---- ---- _---- ---- ----- ----- 0.64 13.97 0.38 123.67 0.64 0.63 ----- --- ---- ---- ----- ---- --- 0.63 14.00 0.37 123.64 0.64 0.63 - ----- ---- - -- ---- ---- 0.63 14.03 0.36 123.61 0.63 0.63 --- ---- ___ ____ -__ ____ _-_ 0.63 14.07 0.36 123.58 0.63 0.62 ----- --- ---_ ____ ----- ____ _____ 0.62 14.10 0.34 123.55 0.62 0.62 ----- --- -- ----- ---- ----- ---- 0.62 14.13 0.33 123.52 0.62 0.61 -___ ____ ___ __- ____ ____ ____ 0.61 14.17 0.32 123.49 0.62 0.61 -__ __- _____ ____ ____ ____ __-- 0.61 14.20 0.32 123.46 0.62 0.61 ---- --- -- - - 0.61 14.23 0.31 123.43 0.62 0.60 --- -- ---- --- --- ------ ----- 0.60 14.27 0.30 123.40 0.62 0.60 ----- --- ---- ----- --- ---- ---- 0.60 14.30 0.30 123.37 0.61 0.59 ----- --- ----- --- ---- ---- ----- 0.59 14.33 0.29 123.33 0.61 0.59 -- ----- ----- -__ ____ __- ___ 0.59 14.37 0.29 123.30 0.60 0.58 --- ---- --- ---- --- ----- ---- 0.58 14.40 0.28 123.27 0.59 0.58 ----- ---- -- -- ---- -- -- 0.58 14.43 0.28 123.24 0.58 0.57 - -- -- --- ___ _-_ _____ ___ 0.57 14.47 0.27 123.21 0.57 0.57 - -- ---- -- ----- --- ----- ---- 0.57 14.50 0.27 123.17 0.57 0.57 --- --- --- --- ----- --- --- 0.57 14.53 0.27 123.14 0.57 0.56 -- ----- -- -- -- --- ----- 0.56 14.57 0.26 123.11 0.57 0.56 --- --- --- -- ---- ----- ---- 0.56 14.60 0.26 123.08 0.57 0.55 - - - -- ---- -- - 0.55 14.63 0.26 123.05 0.57 0.55 ----- -- --- - - -- -- 0.55 14.67 0.26 123.02 0.57 0.54 -- _--_ -- ----- ---- --- ---- 0.54 14.70 0.25 122.99 0.57 0.54 --- ---- - ----- ---- ----- ---- 0.54 14.73 0.25 122.96 0.56 0.53 ----- ---- -- -- ----- -- -- 0.53 14.77 0.25 122.93 0.55 0.53 -- ---- ----- --- ---- ---- --- 0.53 Continues on next page... basin 3 Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs eft cfs cfs cfs cfs cfs cfs cfs cfs 14.80 0.25 122.90 0.54 0.52 --- --- ---- -- ---- -- --- 0.52 14.83 0.24 122.87 0.54 0.52 ----- ----- ----- --- ---- 0.52 14.87 0.24 122.84 0.53 0.51 --- -- --- ----- ----- --- -- -- 0.51 14.90 0.24 122.81 0.52 0.51 - - ----- - - - -- 0.51 14.93 0.24 122.78 0.51 0.50 ----- --- - -- ---- - - ----- 0.50 14.97 0.23 122.75 0.51 0.50 ---- ----- ----- ----- ---- --- ----- 0.50 15.00 0.23 122.72 0.50 0.49 ---- -- ---- --- - - ---- -- 0.49 15.03 0.23 122.69 0.49 0.49 ----- --- ----- ----- --- -- -- 0.49 15.07 0.23 122.67 0.49 0.48 ---- ---- -- ---- --- --- --- - 0.48 15.10 0.22 122.64 0.48 0.48 -- - ----- - -- ----- --- 0.48 15.13 0.22 122.61 0.48 0.47 ---- --- ----- - -- ----- --- 0.47 15.17 0.22 122.58 0.47 0.47 ----- ---- ----- -- --- ---- ---- 0.47 ...End Hydrograph Report pap Hydraflow Hydrographs by Intelisolve Hyd. No. 5 basin 3 Hydrograph type = Reservoir Peak discharge = 2.97 cfs Storm frequency = 50 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = basin 3 Max. Elevation = 124.88 ft Max. Storage = 4,965 cuft Storage Indication method used. Outflow hydrograph volume=20,136 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.93 2.50 123.46 0.62 0.61 - ---- ---- ----- --- ---- ----- 0.61 11.97 3.04 123.69 0.65 0.64 -- ----- ---- -- --- -- 0.64 12.00 3.91 124.00 0.68 0.68 --- ----- ----- --- ----- ----- ----- 0.68 12.03 4.81 124.23 0.96 0.69 0.24 --- ---- --- ----- ----- ---- 0.93 12.07 5.22<< 124.47 1.58 0.69 0.88 ----- ----- - ----- ----- ---- 1.56 12.10 4.93 124.67 2.27 0.67 1.60 ---- --- ---- --- -- --- 2.27 12.13 4.21 124.80 2.75 0.66 2.08 --- ---- -- -- ----- --- 2.75 12.17 3.44 124.87 2.93 0.66 2.27 --- ----- ---- -- -- -- 2.93 12.20 2.88 124.88<< 2.97 0.66 2.31 ---- ----- ---- - - ---- ---- 2.97 << 12.23 2.55 124.86 2.93 0.66 2.27 ----- ---- ----- ----- ----- ---- 2.93 12.27 2.35 124.84 2.84 0.66 2.18 ---- ----- --_ -- ----- --- 2.84 12.30 2.21 124.80 2.75 0.66 2.09 ----- --- --- ----- ---- ----- 2.75 12.33 2.06 124.77 2.62 0.66 1.96 --- - -- -- -- - 2.62 12.37 1.91 124.73 2.49 0.66 1.82 -- ---- --- -- --- - 2.49 12.40 1.76 124.69 2.35 0.67 1.69 ---- -- -- ---- ---- ---- --- 2.35 12.43 1.60 124.66 2.21 0.67 1.54 ----- ---- --- ---- -- --- 2.21 12.47 1.45 124.62 2.07 0.67 1.40 ---- --- -- --- --- --- 2.07 12.50 1.30 124.58 1.93 0.67 1.26 --- ----- . ----- ---- ----- ---- 1.93 12.53 1.16 124.54 1.80 0.68 1.11 -- -- - ---- -- - 1.79 12.57 1.05 124.50 1.67 0.68 0.97 ---- -- ---- - -- -- 1.66 12.60 0.98 124.46 1.55 0.69 0.84 --- ----- ---- ---- ---- ---- 1.53 12..63 0.94 124.43 1.44 0.69 0.73 -___ ____ ' ____ _�_ ___ ____ 1.42 12.67 0.92 124.40 1.35 0.70 0.63 ---- --- -__ ----- _____ ___ 1.33 12.70 0.90 124.37 1.30 0.70 0.57 ----- --- ---- ----- ---- ---- 1.27 12.73 0.88 124.35 1.24 0.70 0.52 --- -- -- ----- -- - 1.22 12.77 0.87 124.33 1.20 0.69 0.47 --- ---- - -- -- -- 1.17 12.80 0.85 124.31 1.15 0.69 0.43 ----- ---- -- --_ _____ ___ 1.13 12.83 0.83 124.29 1.12 0.69 0.39 -- --- -_- --- ----- ---- 1.09 12.87 0.81 124.28 1.08 0.69 0.36 ---- ---- -- ---- ----- ---- 1.05 12.90 0.80 124.26 1.05 0.69 0.32 --- ---- --- ----- --- -- 1.02 12.93 0.78 124.25 1.02 0.69 0.29 ---- --- - ---- - - 0.98 12.97 0.76 124.24 0.99 0.69 0.26 --- - -- -- - ----- 0.96 13.00 0.74 124.22 0.96 0.69 0.23 -- --- --- --- ---- ----- 0.93 13.03 0.73 124.21 0.93 0.69 0.21 --- --- --- ---- -- ----- 0.90 13.07 0.71 124.20 0.91 0.69 0.18 --- - ---- -- ----- --- --- 0.88 13.10 0.70 124.19 0.89 0.69 0.17 ----- ---- --- -- ----- 0.86 13.13 0.69 124.18 0.88 0.69 0.1$ -- -- - --- - --- 0.85 13.17 0.69 124.17 0.87 0.69 0.15 ---- --- --- ----- --- --- 0.84 Continues on next page... basin 3 Page 2 Hydrograph Discharge Table Time Inflow Elevation Civ 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 13.20 0.68 124.16 0.86 0.69 0.14 - -- - ----- - - 0.83 13.23 0.68 124.15 0.85 0.69 0.14 -- -- --- ----- -- --- 0.82 13.27 0.67 124.14 0.84 0.69 0.13 - --- --- ---- -- ____ 0.82 13.30 0.66 124.13 0.83 0.69 0.12 - - -- - - - - 0.81 13.33 0.65 124.12 0.82 0.69 0.11 - -- --- - -- -- 0.80 13.37 0.64 124.11 0.81 0.69 0.10 ---- ---- ---- ---- ___ ----- 0.79 13.40 0.63 124.10 0.80 0.69 0.09 --- -- --- -- -- --- 0.78 13.43 0.62 124.10 0.79 0.68 0.08 --- --- --- -- -- -- 0.77 13.47 0.61 124.09 0.77 0.68 0.08 -- --- ---- ---- -- -- 0.76 13.50 0.60 124.08 0.76 0.68 0.07 - --- - ----- - - 0.75 13.53 0.59 124.07 0.75 0.68 0.06 - ---- -- --- - --- 0.74 13.57 0.57 124.06 0.74 0.68 0.05 ---- ---- ---- ----- ---- --- 0.73 13.60 0.56 124.05 0.73 0.68 0.04 --- - --- --- --- --- 0.72 13.63 0.55 124.04 0.72 0.68 0.03 --- ---- -- -- --- --- 0.71 13.67 0.54 124.03 0.71 0.68 0.02 --- ----- -__ _ ___ ___ 0.70 13.70 0.53 124.02 0.70 0.68 0.01 - - -- -- -- ---- 0.69 13.73 0.52 124.00 0.69 0.68 0.00 - -- - -- - - 0.68 13.77 0.51 123.99 0.68 0.68 --- ----- ----- ---- ---- ---- ----- 0.68 13.80 0.50 123.97 0.68 0.67 ----- ---- ---- -- -- -- ---- 0.67 13.83 0.49 123.95 0.68 0.67 ---- ---- ---- ----- ---- ---- --- 0.67 13.87 0.48 123.93 0.68 0.67 ----- --- -- ---- -- - - - -- 0.67 13.90 0.47 123.91 0.68 0.67 -- ----- -- -- ---- ----- -- 0.67 13.93 0.46 123.89 0.68 0.66 - --- - -- -- -- ---- 0.66 13.97 0.45 123.87 0.68 0.66 ---- ----- ----- ----- ---- ----- ---- 0.66 14.00 0.44 123.85 0.68 0.66 ---- -- ---- ---- -- -- - 0.66 14.03 0.43 123.82 0.68 0.65 ----- ---- -- -- ---- --- --- 0.65 14.07 0.42 123.80 0.68 0.65 -- ---- ---- --- --- --- ---- 0.65 14.10 0.41 123.77 0.67 0.65 -- -- -- -- -- --- -- 0.65 14.13 0.41 123.75 0.67 0.64 -- ---- -- --- --- ---- ----- 0.64 14.17 0.40 123.72 0.66 0.64 ----- ---- ----- -- ---- --- ----- 0.64 14.20 0.40 123.70 0.65 0.64 --- --- --- --- ----- -- --- 0.64 14.23 0.39 123.67 0.64 0.63 ---- ---- ---- ----- ---- ----- ---- 0.63 14.27 0.38 123.64 0.64 0.63 -- ----- --- ---- --- - ---- 0.63 14.30 0.38 123.62 0.63 0.63 --- -- - --- --- 0.63 14.33 0.37 123.59 0.63 0.62 -- -- --- -- ---- ____ _- 0.62 14.37 0.37 123.56 0.62 0.62 ---- ---- ----- ---- ---- ---- ----- 0.62 14.40 0.36 123.54 0.62 0.62 --- -- --- ---- ----- ---- -- 0.62 14.43 0.35 123.51 0.62 0.61 ---- --- ---- ---- ----- -- ---- 0.61 14.47 0.34 123.48 0.62 0.61 -- --- -- -_ ___ ___ ____ 0.61 14.50 0.33 123.45 0.62 0.60 - --- - ---- - -- --- 0.60 14.53 0.32 123.42 0.62 0.60 -- -- -- - --- --- ---- 0.60 14.57 0.32 123.39 0.62 0.60 --- ---- --- ---- --- -- ----- 0.60 ...End Hydrograph Report Page, Hydraflow Hydrographs by Intelisolve Hyd. No. 5 basin 3 Hydrograph type = Reservoir Peak discharge = 3.50 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = basin 3 Max. Elevation = 125.07 ft Max. Storage = 5,322 cuft Storage Indication method used. Outflow hydrograph volume=n,"cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs as 11.97 3.41 124.04 0.73 0.68 0.04 --- -- --- ---- ---- -- 0.72 12.00 4.39 124.24 0.99 0.69 0.27 - -- - -- - -- ----- 0.96 12.03 5.38 124.47 1.59 0.69 0.89 ----- ----- ---- ----- ----- ----- 1.57 12.07 5.83 << 124.70 2.39 0.67 1.72 _-- ---- ---- --- ---- ---- 2.39 12.10 5.51 124.89 3.01 0.66 2.36 --- ----- --- ---- ---- --- 3.01 12.13 4.69 125.02 3.37 0.65 2.71 --- --- ---- ----- ---- --- 3.37 12:17 3.82 125.07 3.49 0.65 2.84 - ---- ---- _ - -- 3.49 12.20 3.20 125.07<< 3.50 0.65 2.85 3.50<< 12.23 2.82 125.04 3.43 0.65 2.78 ---- ---- ---- -- ----- --_- 3.43 12.27 2.61 125.00 3.32 0.65 2.67 -- ---- ----- --- - ---- -_ 3.32 12.30 2.44 124.95 3.19 0.65 2.53 - 3.19 12.33 227 124.90 3.04 0.66 2.39 - _-- -- -- ----- --- 3.04 12.37 2.11 124.85 2.90 0.66 2.24 -- _---- -- - -- --- -- 2.90 12.40 1.94 124.80 2.74 0.66 2.08 - ---- -- - _- --- 2.74 12.43 1.77 124.75 2.56 0.66 1.90 --- ---- ---- ----- ----- ----- 2.56 12.47 1.60 124.70 2.38 0.67 1.71 --_- --- -- ---- --- --- 2.38 12.50 1.43 124.65 2.20 0.67 1.53 ---- ----- --- --_ ---- ---- 2.20 12.53 1.27 124.60 2.02 0.67 1.35 ---- ----- _-- --- ---- ---- 2.02 12.57 1.15 124.56 1.87 0.68 1.19 - -- ----- -- --- --- 1.86 12.60 1.07 124.51 1.72 0.68 1.03 - - - -- ---- ---- 1.71 12.63 1.03 124.47 1.60 0.69 0.90 ---- --- ---- ---- --- -- -- 1.58 12.67 1.00 124.44 1.49 0.69 0.78 --- ----- ---- --- ---- --- 1.47 12.70 0.98 124.41 1.40 0.69 0.68 --- -_-- -- -- --- ----- ----- 1.38 12.73 0.96 124.39 1.33 0.70 0.61 -- ---- ---- ----- ----- ---- 1.31 12.77 0.94 124.37 1.29 0.70 0.56 ----- -- - - - _-- 1.26 12.80 0.93 124.35 1.24 0.70 0.52 __- -- --- -_ -_ - 1.22 12.83 0.91 124.33 1.20 0.69 0.48 ---- ----- -- ----- ----- --- 1.17 12.87 0.89 124.31 1.16 0.69 0.44 --- -- -- ---- --- ---- 1.14 12.90 0.87 124.30 1.13 0.69 0.41 --- ----- -- -- ----- --- 1.10 12.93 0.85 124.28 1.10 0.69 0.37 -- -- - --- --- ---- 1.07 12.97 0.83 124.27 1.06 0.69 0.34 -- - - -- - - 1.03 13.00 0.81 124.26 1.03 0.69 0.31 -- - - --- - -- 1.00 13.03 0.79 124.25 1.01 0.69 0.28 -- ---- --- ---- ---- _-- 0.98 13.07 0.77 124.23 0.98 0.69 0.26 -- - -- -_ ---- ----- 0.95 13.10 0.76 124.22 0.96 0.69 0.23 -- - -_- -- ----- --=- 0.92 13.13 0.75 124.21 0.93 0.69 0.21 ---- -- -- --- --- --- 0.90 13.17 0.75 124.20 0.91 0.69 0.19 -- -- - --- -- ----- 0.88 13.20 0.74 124.20 0.90 0.69 0.17 --- ---- --- ---- ---- ----- 0.87 Continues on next page... basin 3 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 13.23 0.74 124.19 0.89 0.69 0.17 -- --- -- -- -- --- 0.86 13.27 0.73 124.18 0.88 0.69 0.16 --- ----- ----- ---- ---- ----- 0.85 13.30 0.72 124.17 0.87 0.69 0.15 ---- ---- ---- ---- -- 0.84 13.33 0.72 124.16 0.86 0.69 0.15 - - --- --- - 0.84 13.37 0.71 124.16 0.85 0.69 0.14 - - --- - -- - --- 0.83 13.40 0.70 124.15 0.85 0.69 0.13 ----- ---- ----- --- -- ---- 0.82 13.43 0.70 124.14 0.84 0.69 0.13 ----- -- --- - -- --- 0.81 13.47 0.69 124.13 0.83 0.69 0.12 --- ---- ----- --- -- ----- 0.81 13.50 0.68 124.13 0.82 0.69 0.11 --- -- ---- --- -- ---- 0.80 13.53 0.68 124.12 0.81 0.69 0.11 - -- - - - - --- 0.79 13.57 0.67 124.11 0.80 0.69 0.10 - -- -- -- - ---- 0.79 13.60 0.66 124.10 0.80 0.69 0.09 ----- -- --- --- ---- ----- 0.78 13.63 0.65 124.10 0.79 0.68 0.09 ---- -- __- __- ____ 0.77 13.67 0.64 124.09 0.78 0.68 0.08 --- - ---- --- -- ---- 0.76 13.70 0.63 124.08 0.77 0.68 0.07 ---- ---- ---- ----- ---- ---- 0.76 13.73 0.62 124.07 0.76 0.68 0.06 ----- --- - -- ----- ---- -- 0.75 13.77 0.61 124.06 0.75 0.68 0.06 - --- -- -- -- -- 0.74 13.80 0.59 124.06 0.74 0.68 0.05 ----- --- ---- ----- ---- --- 0.73 13.83 0.58 124.05 0.73 0.68 0.04 ---- ---- ---- --- -- --- 0.72 13.87 0.57 124.04 0.72 0.68 0.03 ----- ---- ----- --- ----- -- 0.71 13.90 0.56 124.03 0.71 0.68 0.03 ---- --- ---- --- --- ---- 0.70 ...End APPENDIX I TIME OF CONCENTRATION AND TRAVEL TIME Version 2 . 00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 9-28-04 to basin 2 ------------------------------------------------------------------------------- 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 70 .01 a 0 . 020 Open Channel 25 2 0 .003 Time of Concentration = 0 .02* --- 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 RUNOFF CURVE NUMBER COMPUTATION Version 2 .00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 9-28-04 to basin 2 ------------------------------------------------------------------------------- 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 - 0 .26 (61) - - Impervious Areas Paved parking lots, roofs, driveways - 0 .66 (98) - - Total Area (by Hydrologic Soil Group) .92 -------------------------------------------------------.------------------------ TOTAL DRAINAGE AREA: .92 Acres WEIGHTED CURVE NUMBER: 88* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 .00 Project : WENTWORTH PARK User: GBS Date: 09/16/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS 9-28-04 to basin 2 Data: Drainage Area .92 * Acres Runoff Curve Number 88 * Time of Concentration: 0 .02 * Hours Rainfall Type III Pond and Swamp Area NONE Storm Number 1 2 3 4 5 ---------------------- ------ ------ ------ ------ ------ Frequency (yrs) 2 10 25 50 100 24-Hr Rainfall (in) 3 .2 4 .7 5 .5 6 .2 6 . 9 Ia/P Ratio 0 . 09 0 .06 0 .05 0 . 04 0 .04 Used 0 .10 0 .10 0 .10 0 . 10 0 . 10 Runoff (in) 2 . 00 3 .38 4 . 15 4.82 5 .50 Unit Peak Discharge 1.134 1.134 1 .134 1 . 134 1 .134 (cfs/acre/in) Pond and Swamp Factor 1. 00 1.00 1 .00 1 .00 1.00 0 .0 Ponds Used Peak Discharge (cfs) 2 4 4 5 6 ----------------------------------------------------------- ----------------------------------------------------------- * - Value(s) provided from TR-55 system routines . APPENDIX J Reservoir Report Page 1 Reservoir No. 3 - basin 3 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(cult) Total storage(cult) 0.00 120.00 320 0 0 2.00 122.00 780 1,100 1,100 4.00 124.00 1,440 2,220 3,320 6.00 126.00 2,300 3,740 7,060 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 12.0 4.0 12.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 12.0 4.0 12.0 0.0 Crest El.ft = 0.00 0.00 0.00 U0 No.Barrels = 1 1 1 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.ft = 121.00 121.00 124.00 0.00 Weir Type = - - - - Length ft = 50.0 1.0 1.0 0.0 Multi-Stage = No No No No Slope% = 10.00 1.00 1.00 0.00 N-Value = .013 .013 .013 .000 Orif.Coeff. = 0.60 0.60 0.60 0.00 Multi-Stage = n/a Yes Yes No EAItration Rate = 0.00 in/hr/sgft Tailwater Elev.= 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage I Storage I Discharge Table Stage Storage Elevation Civ A Clv,B Clv C Clv D Wr A Wr B Wr C Wr D EAU Total ft cult ft cfs cfs cfs cfs cfs cfs cfs efs cfs afs 0.00 0 120.00 0.00 0.00 0.00 - -- - - - - 0.00 2.00 1,100 122.00 0.38 0.35 0.00 -- - - - - - 0.35 4.00 3,320 124.00 0.68 0.68 0.00 - - - - - - 0.68 6.00 7,060 126.00 5.30 0.67 4.63 -- --- - -- - - 5.30 APPENDIX K 1 0 M M Hydrograph Report Page 1 Hydratlow Hydrographs by Intelisolve Hyd. No. 7 basin 2 Hydrograph type = Reservoir Peak discharge = 1.02 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 6 Reservoir name = basin 2 (northwes Max. Elevation = 122.69 ft Max. Storage = 1,233 cuft Storage Indication method used. Outflow hydrograph volume=5,919 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.63 0.29 121.32 0.21 0.21 ----- ---- -- - -- ---- - --- 0.21 11.67 0.34 121.35 0.25 0.25 ---- ---- --- ---- --- - 0.25 11.70 0.40 121.38 0.29 0.29 --- ---- ----- ----- ----- ----- ----- 0.29 11.73 0.45 121.43 0.33 0.33 ---- ---- --- ---- ----- ---- --- 0.33 11.77 0.51 121.47 0.37 0.37 ----- ---- ----- ---- ----- ----- ----- 0.37 11.80 0.57 121.53 0.42 0.42 ---- ---- ---- -- ---- ----- -- 0.42 11.83 0.63 121.59 0.47 0.47 -- --- --- -- -- -- -- 0.47 11.87 0.70 121.65 0.52 0.51 --- --- --- --- ----- --- ----- 0.51 11.90 0.77 121.72 0.57 0.56 ---- ---- --- ---- ----- --- ----- 0.56 11.93 0.88 121.81 0.63 0.61 ----- ----- ----- --- ----- -- -- 0.61 11.97 1.12 121.93 0.70 0.68 -- ---- ----- --- ----- --- --- 0.68 12.00 1.53 122.06 0.77 0.75 -- ----- ----- -- -- ---- ----- --- 0.75 12.03 1.93 122.20 0.85 0.81 - -- - - -- -- - 0.81 12.07 2.08<< 122.37 0.89 0.89 ----- --- ----- -- ----- --- -- 0.89 12.10 1.88 122.52 0.97 0.95 --- --- ----- ---- --- ---- --- 0.95 12.13 1.50 122.63 1.02 0.99 ---- ----- ---- --- --- ---- --- 0.99 12.17 1.18 122.68 1.03 1.01 ---- ---- --- --- ---- --- --- 1.01 12.20 1.00 122.69 1.03 1.02 ----- ---- ---- --- ---- --- -- 1.02<< 12.23 0.91 122.68 1.03 1.01 -- -- ---- -- -- -- -- 1.01 12.27 0.85 122.66 1.02 1.01 -- --- --- -- ---- --- --- 1.01 12.30 0.79 122.63 1.02 1.00 --- ---- --- ---- ---- ----- --- 1.00 12.33 0.72 122.60 1.01 0.98 ---- ----- ----- --- ----- --- --- 0.98 12.37 0.66 122.56 0.99 0.97 --- ----- ---- --- ---- ---- ---- 0.97 12.40 0.60 122.51 0.96 0.95 -- --- ---- --- ----- ----- ---- 0.95 12.43 0.53 122.46 0.93 0.93 --- - - - --- ----- - 0.93 12.47 0.47 122.40 0.90 0.90 -- -- --- -- - ---- -- 0.90 12.50 0.40 122.33 0.88 0.87 ----- --- --- ----- ---- ----- ---- 0.87 12.53 0.34 122.26 0.87 0.84 --- ----- ---- -- ---- ---- --- 0.84 12.57 0.30 122.19 0.84 0.81 - ----- --- --- ---- ----- -- 0.81 12.60 0.27 122.11 0.80 0.77 ----- --- --- - ---- --- ---- 0.77 12.63 0.26 122.04 0.76 0.74 -- - ---- -- - - - 0.74 12.67 0.25 121.94 0.70 0.68 - -- -- -- -- - - 0.68 12.70 0.25 121.79 0.62 0.61 ---- ____ __- _ ____ ____ ___ 0.61 12.73 0.24 121.68 0.54 0.53 ---- -__ ____ -- _____ ____ ____ 0.53 12.77 0.23 121.58 0.47 0.47 0.47 12.80 0.23 121.51 0.40 0.40 -- ---- --_ _____ -_ ____ -- 0.40 12.83 0.22 121.46 0.35 0.35 - -- -- --- --- - - 0.35 12.87 0.21 121.41 0.32 0.32 --- -- ----- - -- ----- ----- --- 0.32 Continues on next page... basin 2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C CIv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.90 0.21 121.38 0.28 028 --- ---- ----- --- ----- ---- ----- 0.28 12.93 0.20 121.36 0.26 0.26 -=--- ---- --- ---- ---- ----- ----- 0.26 12.97 0.19 121.34 0.24 0.24 --- --- _— --- -- ---- --- 0.24 13.00 0.19 121.32 0.22 0.22 -- --- --- -- ---- ---- 0.22 13.03 0.18 121.31 0.21 0.21 ----- --- ____ —___ ___ ____ ____ 0.21 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 7 basin 2 Hydrograph type = Reservoir Peak discharge = 1.40 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 6 Reservoir name = basin 2 (northwes Max. Elevation = 123.88 ft Max. Storage = 2,215 cuft Storage Indication method used. Outflow hydrograph volume=10,264 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.47 0.31 121.38 0.28 0.28 --- ---- --- --- ----- --- ---- 0.28 11.50 0.32 121.39 0.29 0.29 -- --- -- --- - - 0.29 11.53 0.34 121.40 0.31 0.31 ---- ----- ---- ---- ----- ----- ----- 0.31 11.57 0.38 121.42 0.32 0.32 --- ---- --- --- ---- ---- ---- 0.32 11.60 0.45 121.45 0.35 0.35 --- --- ----- ---- ---- ----- --- 0.35 11.63 0.53 121.49 0.39 0.39 ---- -- -- --- ---- --- ----- 0.39 11.67 0.62 121.55 0.44 0.44 ---- ----- ---- --- ---- -- 0.44 11.70 0.72 121.63 0.50 0.50 -- -- -- -- -- -- -- 0.50 11.73 0.81 121.71 0.56 0.55 ---- --- --- --- --- ----- --- 0.55 11.77 0.91 121.81 0.63 0.62 ---- ---- ---- ---- ----- ----- -- 0.62 11.80 1.01 121.93 0.70 0.68 --- ---_ --- --- --- ----- ---- 0.68 11.83 1.12 122.02 0.75 0.73 --- ---- ----- --- ---- ----- -_- 0.73 11.87 1.23 122.09 0.79 0.76 - --- - -- ----- - -_- 0.76 11.90 1.33 122.16 0.83 0.79 ----- - -- ---- -- __- __- 0.79 11.93 1.52 122.25 0.86 0.83 ---- --- --- --- ---- ---- ---- 0.83 11.97 1.92 122.37 0.90 0.89 --- ----- --- ---- ---- ---- ---- 0.89 12.00 2.59 122.57 0.99 0.97 ---- ---- ---- ---- ----- --- -- 0.97 12.03 3.25 122.84 1.08 1.07 ----- ---- --- ---- --- ---- --- 1.07 12.07 3.47<< 123.17 1.21 1.19 -- -- -- --- ----- --- -- 1.19 12.10 3.11 123.47 1.30 1.28 ----- ---- -- -- ---- - ---- 1.28 12.13 2.47 123.68 1.38 1.34 ---- ----- ---- --- ----- -- --- 1.34 12.17 1.92 123.80 1.40 1.38 ---- ---- ----- ----- ---- ---- --- 1.38 12.20 1.62 123.86 1.42 1.40 ----- ----- ----- ---- ---- ----- --- 1.40 12.23 1.47 123.88 1.42 1.40 -- ----- ---- ---- ---- --- ----- 1.40 12.27 1.37 123.88 1.42 1.40 -- - - -- -- - - 1.40<< 12.30 1.27 123.87 1.42 1.40 --- - --- -- -- ---- -- 1.40 12.33 1.16 123.84 1.41 1.39 ----- --- ---- -- --- -- --- 1.39 12.37 1.06 123.80 1.40 1.38 ---- -- --- --- ----- ---- ---- 1.38 12.40 0.96 123.75 1.39 1.36 -- -- --- ----- -- --- -- 1.36 12.43 0.85 123.69 1.38 1.34 -- --- ---- ---- --- -- --- 1.34 12.47 0.74 123.61 1.36 1.32 - --- --- - --- --- ----- 1.32 12.50 0.64 123.52 1.32 1.30 -- - - -- - -- ----- 1.30 12.53 0.54 123.42 1.27 1.27 ---- ----- --_ ----- --- -- --- 1.27 12.57 0.47 123.31 1.24 1.23 --- ----- ----_ --- ---- ---- ----- 1.23 12.60 0.43 123.20 1.21 1.20 ---- ---- --- -- ----- - -- 1.20 12.63 0.42 123.09 1.19 1.16 -- -- --- ---- -- - - -- 1.16 12.67 0.40 122.98 1.15 1.12 - - - - - --- - 1.12 12.70 0.39 122.88 1.10 1.09 --- ---- --- ---- ---- --- -- 1.09 Continues on next page... basin 2 Page 2 Hydrograph Discharge Table Time inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.73 0.38 122.78 1.05 1.05 -- -_ ----- ----- ----- --- ---- 1.05 12.77 0.37 122.68 1.03 1.01 ---- ----- ---- ----- ---- --- ----- 1.01 12.80 0.36 122.59 1.00 0.98 - --- -- ---- ---- ---- --- 0.98 12.83 0.35 122.50 0.96 0.94 -- - - ----- --- - -- 0.94 12.87 0.34 122.42 0.91 0.91 ----- --- - -- - ---- ---- 0.91 12.90 0.33 122.34 0.89 0.87 ---- ---- ---- ---- - -- -- --- 0.87 12.93 0.32 122.26 0.87 0.84 ---- --- --- ----_ --- --- --- 0.84 12.97 0.30 122.18 0.84 0.80 ---- --- ---- ---- ---- ---- ----- 0.80 13.00 0.29 122.11 0.80 0.77 -- ----- - ---- ---- --- -- 0.77 13.03 0.28 122.04 0.76 0.74 -- -- -- ---- --- -- - 0.74 13.07 0.27 121.95 0.71 0.69 - -- --_ -- - --- ---- 0.69 13.10 0.27 121.81 0.63 0.62 ---- --- ----- ---- ---- ----- --- 0.62 13.13 0.27 121.70 0.55 0.54 ----- ----- ---- ---- --- --- ----- 0.54 13.17 0.26 121.61 0.49 0.49 ---- ---- ---- ---- ---- --- --- 0.49 13.20 0.26 121.54 0.43 0.43 --- ---- -- ---- ----- ---- ----- 0.43 13.23 0.26 121.49 0.38 0.38 -- --- -- -- ---- -- ----- 0.38 13.27 0.25 121.45 0.35 0.35 ---- --- -- --- -- -- ---- 0.35 13.30 0.25 121.42 0.32 0.32 ---- ---- --- ---- ----- --- --- 0.32 13.33 0.25 121.40 0.30 0.30 ----- --- ----- -- --- --- ----- 0.30 13.37 0.25 121.38 0.28 0.28 ---- --- ---- --- - - -- ---- 0.28 ...End 0- --- Hydrograph Report Page, "raflow"rographs by IntelisoNe Hyd. No. 7 basin 2 Hydrograph type = Reservoir Peak discharge = 1.64 cfs Storm frequency = 25 yrs Time interval = 2 min Inflow hyd. No. = 6 Reservoir name = basin 2 (northwes Max. Elevation = 124.31 ft Max. Storage = 2,790 cuft Storage Indication method used. Outflow hydrograph volume=12,647 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D ExfiI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.40 0.36 121.43 0.33 0.33 - -- ---- -- - - - 0.33 11.43 0.38 121.44 0.34 0.34 - ---- ---- - ----- ---- - 0.34 11.47 0.39 121.46 0.35 0.35 ---- ----- ---- ----- ----- ----- ---- 0.35 11.50 0.40 121.47 0.36 0.36 - -- ---- - - -- -- 0.36 11.53 0.43 121.48 0.38 0.38 - - ---- ---- -- - ----- 0.38 11.57 0.48 121.51 0.40 0.40 --- ----- ---- --- -- ---- --- 0.40 11.60 0.56 121.55 0.43 0.43 ----- -- - -- - - ---- 0.43 11.63 0.67 121.60 0.48 0.48 -- --- ---- - - ---- -- 0.48 11.67 0.78 121.68 0.54 0.53 -_- --__ 0.53 11.70 0.89 121.78 0.61 0.60 --- ____ ____ -- ____ _- -_ 0.60 11.73 1.01 121.89 0.68 0.66 --- ----- ----- - ----- --- -- 0.66 11.77 1.13 122.01 0.75 0.72 --- --- --- -- ---- --- --- 0.72 11.80 1.26 122.08 0.78 0.76 - - -- - -- - - 0.76 11.83 1.38 122.16 0.83 0.79 - --- ----- --- - -- --- 0.79 11.87 1.51 122.25 0.86 0.84 ---- ----- ---- -- ---- - --- ---- 0.84 11.90 1.64 122.35 0.89 0.88 --- ---- ---- --- ----_ --- --- 0.88 11.93 1.86 122.48 0.94 0.93 -- ----- ----- --- ----- --- --- 0.93 11.97 2.35 122.64 1.02 1.00 -- --- --- ----- --- -- -- 1.00 12.00 3.15 122.89 1.11 1.09 -- -- - - -- -- - 1.09 12.03 3.95 123.24 1.22 1.21 - - ---- -- - - - -- 1.21 12.07 4.20<< 123.65 1.37 1.33 --- -- -- ---- ----- --- ---- 1.33 12.10 3.76 124.02 1.45 1.44 0.01 --- ----- --- ----- ----- ----- 1.45 12.13 2.98 124.16 1.48 1.48 0.06 -- - - - - --- -- ---- 1.54 12.17 2.31 124.25 1.51 1.50 0.09 ---- --- - ---- -- ---- 1.59 12.20 1.95 124.29 1.52 1.51 0.11 -- -- - -- -- --- 1.62 12.23 1.77 124.30 1.53 1.52 0.12 - - --- --- ----- - 1.64 12.27 1.65 124.31 1.53 1.52 0.12 ----- ----- ---- ---- -- ---- 1.64 << 12.30 1.52 124.31 1.53 1.52 0.12 - ----- ---- ---- -- ----- 1.64 12.33 1.40 12429 1.52 1.51 0.12 --- --- -- -- ----- -- 1.63 12.37 1.27 124.27 1.52 1.51 0.10 -- -- - ---- -- - ---- 1.61 12.40 1.15 124.24 1.50 1.50 0.09 - - - -- - --- 1.59 12.43 1.02 124.20 1.49 1.49 0.07 - - - ----- ---- ---- 1.56 12.47 0.89 124.16 1.48 1.48 0.05 ---- ---- ---- -- -- --- 1.53 12.50 0.76 124.10 1.47 1.46 0.04 - - --- ---- -- 1.50 12.53 0.65 124.04 1.46 1.45 0.01 -- ---- -- ----- -- -- 1.46 12.57 0.56 123.95 1.44 1.42 - - --- ----- - --- ---- 1.42 12.60 0.52 123.83 1.41 1.39 - -- - ---- ---- - --- 1.39 12.63 0.50 123.70 1.38 1.35 ----- -- --_ _____ _- ____ __-__ 1.35 Continues on next page... basin 2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.67 0.48 123.58 1.35 1.31 -- ---- ----- --- - -- -- -- 1.31 12.70 0.47 123.46 1.29 1.28 ---- -- -_ -_ --- ___ - 1.28 12.73 0.46 123.34 1.25 1.24 --- -- --- -- --_ --- -_ 1.24 12.77 0.44 123.23 1.22 1.21 -- - -- ---- ---- --- ----- 1.21 12.80 0.43 123.12 1.19 1.17 - --- -- - - --- - 1.17 12.83 0.42 123.02 1.17 1.13 - ---- ----- -__ -__ ____ -_ 1.13 12.87 0.40 122.91 1.12 1.10 - - -- ---- -- -- 1.10 12.90 0.39 122.81 1.07 1.06 --- --- --- -- _--- ----- --- 1.06 12.93 0.38 122.72 1.04 1.03 - --- ----- ----- ----- - - ---- 1.03 12.97 0.36 122.62 1.01 0.99 - - ----- ---- --- -- ---- 0.99 13.00 0.35 122.53 0.97 0.96 - 0.96 13.03 0.34 122.45 0.93 0.92 --- --- ----- ---- ---- ---_ ---- 0.92 13.07 0.33 122.36 0.89 0.89 --- ----- -- ---- -- --- --- 0.89 13.10 0.32 122.28 0.87 0.85 ---- - --- --- - --- ----- ----- ----- 0.85 13.13 0.32 122.21 0.85 0.82 ---- ----- --- ---- ----- ---- ---- 0.82 13.17 0.31 122.14 0.82 0.78 --- -- ---- -- --- - --- 0.78 13.20 0.31 122.07 0.78 0.75 - - -- - --- ---- ---- 0.75 13.23 0.31 122.01 0.74 0.72 ---- ---- ----- ----- ----- --- --- 0.72 13.27 0.30 121.89 0.67 0.66 --- -- ----- -- --- --- ----- 0.66 13.30 0.30 121.77 0.60 0.59 ----- --- ----- ---- ---- -- --_ 0.59 13.33 0.30 121.68 0.53 0.53 ----- ---- ----- --- --- ---- ---- 0.53 13.37 0.29 121.60 0.48 0.48 --- - --- - --- --- --- 0.48 13.40 0.29 121.54 0.43 0.43 --- ---- --- -- --- --- -- 0.43 13.43 0.29 121.50 0.39 0.39 ----- -- ----- ---- ---- ----- --__- 0.39 13.47 0.28 121.47 0.36 0.36 - -- ---- ---- --- ---- --- ---- 0.36 13.50 0.28 121.44 0.34 0.34 ---- --- --- ---- -- -__ -_ 0.34 ...End I E - 0 Hydrograph Report Page, Hydraflow Hydrographs by Intelisolve Hyd. No. 7 basin 2 Hydrograph type = Reservoir Peak discharge = 1.88 cfs Storm frequency = 50 yrs Time interval = 2 min Inflow hyd. No. = 6 Reservoir name = basin 2 (northwes Max. Elevation = 124.63 ft Max. Storage = 3,278 cuft Storage Indication method used. Outflow hydrograph volume=14,754 cult 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 11.40 0.43 121.50 0.39 0.39 - --- --- - - - 0.39 11.43 0.45 121.51 0.40 0.40 - - -- --- -- -- 0.40 11.47 0.46 121.53 0.42 0.42 ---- ----- ----- ----- ---- --- ----- 0.42 11.50 0.48 121.54 0.43 0.43 ---- --- -- --- ---- -- - 0.43 11.53 0.50 121.56 0.45 0.45 ---- --- --- -- ---- - --- 0.45 11.57 0.56 121.59 0.47 0.47 -- ---- -- --- --- --- --- 0.47 11.60 0.66 121.63 0.50 0.50 - -- ---- -- - - 0.50 11.63 0.78 121.70 0.56 0.55 - - - --- ---- --- ---- 0.55 11.67 0.91 121.80 0.62 0.61 ----- --- ____ __-_ ____ ____ ____ 0.61 11.70 1.05 121.92 0.69 0.68 --- - --- -- ---- - ----- -- - 0.68 11.73 1.19 122.03 0.75 0.73 -- _-_ ___ _- ___ -__ _-- 0.73 11.77 1.33 122.10 0.80 0.77 ---- --- ---- --- --- ---- ---- 0.77 11.80 1.47 122.19 0.85 0.81 - - --- - - - - 0.81 11.83 1.61 122.30 0.87 0.86 - -- -- -- -- ---- -- 0.86 11.87 1.76 122.41 0.91 0.91 ----- ---- ---- ---- ---- -- --- 0.91 11.90 1.91 122.54 0.98 0.96 ---- --- _- _____ ___ _-_ _-_ 0.96 11.93 2.16 122.70 1.03 1.02 --- -- - -- -- -- ---- ---- -- 1.02 11.97 2.73 122.90 1.11 1.09 --- ----- _-_ --- ----- __- _---- 1.09 12.00 3.65 123.20 1.21 1.20 - - --- - -- ----- -- 1.20 12.03 4.56 123.61 1.36 1.32 ----- -- ---- - - - -- 1.32 12.07 4.85<< 124.05 1.46 1.45 0.02 ---- --- ----- ----- -- --- 1.47 12.10 4.33 124.29 1.52 1.51 0.11 --- -_' -_ ___ ___ _____ 1.62 12.13 3.42 124.46 1.58 1.56 0.20 ----- ---- ---- ----- --- --- - 1.75 12.17 2.66 124.56 1.59 1.58 0.25 --- ---- --- --- --- ---- 1.83 12.20 2.24 124.60 1.60 1.59 0.28 - -- - ---- - - 1.87 12.23 2.03 124.62 1.61 1.60 0.28 -- --- - ----- -- -- 1.88 12.27 1.89 124.63 1.61 1.60 0.29 ----- --- ---- --- - --- 1.88 << 12.30 1.74 124.62 1.61 1.60 0.28 ----- ---- -- - ---- - 1.88 12.33 1.60 124.61 1.60 1.59 0.28 ---- ----- --- ----- --- ----- 1.87 12.37 1.46 124.58 1.60 1.59 0.26 --- -- -- - --- - 1.85 12.40 1.31 124.54 1.59 1.58 0.25 - - - -- ----- - 1.82 12.43 1.17 124.50 1.58 1.57 0.22 -- - - - - --- 1.79 12.47 1.02 124.45 1.57 1.55 0.19 ---- ---- -- ---- ---- - 1.75 12.50 0.87 124.39 1.56 1.54 0.16 -- -- -- --- - ---- 1.70 12.53 0.74 124.32 1.53 1.52 0.13 --- - ----- ---- --- ----- ----- 1.65 12.57 0.64 124.25 1.51 1.50 0.09 ---- ----- -- ---- --- -- 1.59 12.60 0.59 124.17 1.48 1.48 0.06 ---- - - - -- -- 1.54 12.63 0.57 124.10 1.47 1.46 0.04 ----- --- ---- -- -- --- 1.50 Continues on next page... basin 2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.67 0.55 124.03 1.45 1.44 0.01 --- -- --- --- -- - 1.45 12.70 0.54 123.92 1.43 1.41 ---- ---- ---- --- ----- ---- ----- 1.41 12.73 0.52 123.80 1.40 1.38 --- - -- --- - -- - -- 1.38 12.77 0.51 123.67 1.38 1.34 -- -- -- - ---- - --- - 1.34 12.80 0.49 123.55 1.34 1.31 ---- - -- -- -- --- - 1.31 12.83 0.48 123.44 1.28 1.27 ----- ----- ---- ---- ---- --- --- 1.27 12.87 0.46 123.32 1.24 1.24 ---- -- -- --- ----- - ----- 1.24 12.90 0.45 123.21 1.22 1.20 -_- --- - ____ - ___ _- ____ 1.20 12.93 0.43 123.10 1.19 1.16 ---- -- ----- -- --- --- - 1.16 12.97 0.42 123.00 1.16 1.13 - - - - - - - 1.13 13.00 0.40 122.89 1.11 1.09 - ---- -- - -- - -- 1.09 13.03 0.39 122.80 1.06 1.06 --- ---- ----- ---- ---- --- --- 1.06 13.07 0.37 122.70 1.03 1.02 --- --- ----- -- -- - --- 1.02 13.10 0.37 122.61 1.01 0.99 --- -- - -- --- ---- --- ---- 0.99 13.13 0.36 122.52 0.97 0.95 _-- ____ __- ____ -__ ___ ____ 0.95 13.17 0.36 122.44 0.92 0.92 - - ---- - -- - -- -- 0.92 13.20 0.35 122.36 0.89 0.88 -- --- --- - --- -- - 0.88 13.23 0.35 122.28 0.87 0.85 ----- ----- -- --- -- ---- 0.85 13.27 0.35 122.21 0.85 0.82 -- - ----- -_- - - 0.82 13.30 0.34 122.14 0.82 0.79 --- --_ -_ -- --_ - --- 0.79 13.33 0.34 122.08 0.78 0.76 --- -- - ---- -- ---- ---- 0.76 13.37 0.33 122.02 0.75 0.73 - -- -- - -- -- - -- 0.73 13.40 0.33 121.92 0.69 0.68 --- --- -- --- ---- --- ----- 0.68 13.43 0.33 121.81 0.63 0.61 --- ----- ---- ---- --- -- -- 0.61 13.47 0.32 121.71 0.56 0.55 ----- --- ----- --- ---- -- -- 0.55 13.50 0.32 121.64 0.51 0.51 ----- ---- ---- --- --- --- -- 0.51 13.53 0.31 121.58 0.46 0.46 ----- --- -- --- ---- ----- --- 0.46 13.57 0.31 121.53 0.42 0.42 --- ---- --- -- -- - -- 0.42 13.60 0.31 121.50 0.39 0.39 ---- ---- --- ---- ---- --- - 0.39 ...End Hydrograph Report Page, Hydraflow Hydrographs by IntelisoW Hyd. No. 7 basin 2 Hydrograph type = Reservoir Peak discharge = 2.49 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow hyd. No. = 6 Reservoir name = basin 2 (northwes Max. Elevation = 124.88 ft Max. Storage = 3,673 cult Storage Indication method used. Outflow hydrograph volume=16,875 cuff Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C CIv D Wr A Wr B Wr C Wr D ExHl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.53 0.58 121.64 0.51 0.51 ---- --- -- --- ---- ---- ----- 0.51 11.57 0.65 121.68 0.53 0.53 - -- - -- -- ----- -- 0.53 11.60 0.76 121.73 0.58 0.57 ---- ----- ---- ---- ----- ----- ----- 0.57 11.63 0.90 121.82 0.63 0.62 --- --- --- --- ---- ----- ---- 0.62 11.67 1.05 121.94 0.70 0.68 ----- -- ----- ---- ---- --- --- 0.68 11.70 1.20 122.03 0.76 0.74 --_ -- ---- -- ___ ___ ____ 0.74 11.73 1.36 122.11 0.80 0.77 - - --- -- - - --- 0.77 11.77 1.52 122.21 0.85 0.82 - - - - ----- ---- ----- 0.82 11.80 1.68 122.32 0.88 0.87 --- -- ----- ----- ---- ----- ----- 0.87 11.83 1.84 122.44 0.93 0.92 - ___ ____ - - ----- ---- 0.92 11.87 2.01 122.59 1.00 0.98 ---- --- ----- --- ---- -- ---- 0.98 11.90 2.18 122.74 1.05 1.04 -- --- ---- -- ---- --- ---- 1.04 11.93 2.46 122.93 1.13 1.10 -- --- - - - - - 1.10 11.97 3.10 123.17 1.21 1.18 --- - - - -- --- - 1.18 12.00 4.15 123.51 1.32 1.29 --- ---- --- ---- ---- ----- ----- 1.29 12.03 5.17 123.99 1.45 1.43 -- --- -- -- ----- --- ---- 1.43 12.07 5.49<< 124.29 1.52 1.51 0.12 --- ---- - -- ---- ---- 1.63 12.10 4.89 124.56 1.59 1.58 0.26 ---- -- --- --- ---- ----- 1.84 12.13 3.87 124.76 1.65 1.63 0.33 --- -- - -- --- - 1.96 12.17 3.00 124.86 1.67 1.65 0.67 - - - -- -- -- 2.32 12.20 2.52 124.88 1.68 1.66 0.83 -- -- ---- ---- ---- ---- 2.49<< 12.23 2.28 124.88 1.68 1.66 0.80 -- --- -- ---- --- ---- 2.45 12.27 2.13 124.86 1.67 1.65 0.71 --- --- ---- ---- ----- ----- 2.36 12.30 1.96 124.84 1.67 1.65 0.59 ---- --- ____ ___ _-_ ___ 2.24 12.33 1.80 124.82 1.67 1.64 0.46 - - -- - - -- 2.11 12.37 1.64 124.79 1.66 1.64 0.35 - - -- -- ---- ----- 1.98 12.40 1.48 124.76 1.65 1.63 0.34 --- --- -- ----- --- --- 1.97 12.43 1.31 124.72 1.64 1.62 0.32 -- --- ----- - - ---- 1.94 12.47 1.15 124.66 1.62 1.61 0.30 1.91 12.50 0.98 124.60 1.60 1.59 0.28 - --- --- - ----- --- --- 1.87 12.53 0.83 124.53 1.59 1.57 0.24 ----- ----- - - ----- - 1.81 12.57 0.72 124.45 1.57 1.55 0.19 --- ----- -- ---- -- - 1.75 12.60 0.67 124.37 1.55 1.53 0.15 -- ----- ----- --- --- ---- 1.69 12.63 0.64 124.29 1.52 1.51 0.11 -- --- - ---- ---- - 1.63 12.67 0.62 124.22 1.49 1.49 0.08 -_ - -- --- ----- -- 1.57 12.70 0.60 124.14 1.48 1.47 0.05 ---- -- ----- -- --- -- 1.52 12.73 0.59 124.07 1.46 1.46 0.03 -- - - - -- - 1.48 12.77 0.57 124.00 1.45 1.44 0.00 --_ ____ - ____ -___ __- 1.44 Continues on next page... basin 2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D ExHl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.80 0.55 123.88 1.42 1.40 --- --- ---- ----- -- -- ----- 1.40 12.83 0.54 123.76 1.39 1.37 --- ----- ---- -- ----- ---_ -- 1.37 12.87 0.52 123.64 1.37 1.33 -- -- --- --- -- --- ----- 1.33 12.90 0.50 123.52 1.32 1.30 - -- -- ---- -- -- - 1.30 12.93 0.48 123.41 1.27 1.26 1.26 12.97 0.47 123.30 1.24 1.23 --- ----- ---- ---- ---- ---- -- 1.23 13.00 0.45 123.19 1.21 1.19 - --- -- _---- ---- -- -- 1.19 13.03 0.43 123.08 1.18 1.15 --- --- --- - ---- ----- --- 9.15 13.07 0.42 122.98 1.15 1.12 ---- ----- --- ---- ---- --- -- 1.12 13.10 0.41 122.88 1.10 1.09 -- -- -- -- -- - - 1.09 13.13 0.41 122.78 1.06 1.05 -- --- ---- - -- ----- 1.05 13.17 0.40 122.69 1.03 1.02 ----- ----- ----- ----- ---- ---- ---- 1.02 13.20 0.40 122.60 1.01 0.98 - ----- -- ---- ---- ----- -- 0.98 13.23 0.39 122.52 0.96 0.95 -- --- -- --- ----- ----- --- 0.95 13.27 0.39 122.44 0.92 0.92 --- ---- ---_ --- ----- --- ---- 0.92 13.30 0.39 122.36 0.89 0.89 --- -- - ----- -- -- ___ ___ 0.89 13.33 0.38 122.29 0.87 0.85 -- ----- --- - -- -- - 0.85 13.37 0.38 122.23 0.86 0.82 --- ---- ----- ----- ---- ---- =---- 0.82 13.40 0.37 122.16 0.83 0.79 ----- ---- ---- --- ---- ---- ---- 0.79 13.43 0.37 122.10 0.80 0.77 --- --- ---- --- ^-- -- ----- 0.77 13.47 0.36 122.05 0.76 0.74 --- -- __- - --- ---- ---- 0.74 13.50 0.36 121.98 0.73 0.71 -- -- --- - --- -- -- 0.71 13.53 0.35 121.87 0.66 0.65 --- --- --- ----- -- ----- -- 0.65 13.57 0.35 121.77 0.60 0.59 ---- ----- ----- ---- ----- ----- ---- 0.59 13.60 0.34 121.69 0.54 0.54 ----- ---- --- ---- ---- ---- --- 0.54 13.63 0.34 121.63 0.50 0.50 ----- ---- -- ----- -- --- --- 0.50 ...End APPENDIX L JOB • WT•' 1f , ,`hi,iCl e5ignQ aHEET NO rofesslonals, inc. CALCVI.ATfD SY 6 l J� DATC; , C) / OGSIG OA FREQU9NCY CCrs civil engineers planners • surveyors gis 111 N ST RJN CHECKED By .. ._. .._ DATE ..._..---.-_—•.-...--..._ __. Rvn tncrl�+s�l A x C T.C. t Q From To A . . MIn. , t N O T E.� : G s L14 0� o �qS 1.✓ .. 1 3 {z-:, µ, , 6 01 9 , 83 a, k b I r, 3. o r o, 0.9 'o. 0 LU CO -------------- �- DESIGN PROFESSIONALS, INC. RECEIVED civil engineers • planners •surveyors •gis Transmitted via certifi ah 5 2004 @'i Ail ^Y vh! October"T,2004 Dear Current Abutting Property Owner, Re: Proposed Office Buildings DPI Project No. 03-1893 225 Oakland Road/Route 30 South Windsor, Connecticut In accordance with regulations of the Inland Wetlands Agency and the Planning &Zoning Commission, we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing(s)by the Inland Wetlands Agency and Planning&Zoning Commission. The applications and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s) to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s)prior to the meeting if you so desire. For further information regarding the specific date this application will be heard, please contact Kelli Koehler, Administrative Secretary, Michele Lipe, Deputy Planning Director, or Jeffrey Folger, Environmental Planner, at the South Windsor Planning Department at 644-2511, ext. 253, 252 or 229, respectively. Thank you_ Sincerely, DESIGN OFESSIONALS, INC. By: PeteV" D Mallie Principal 165 South Satellite Road, South Windsor, CT 06074 Telephone(860)291-8755 Fax(860)291-8757 DESIGN PROFESSIONALS, INC. B"'#*EEC E civil engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects OCT - 5 2004 500' Abutters South Windsor Generation2, Inc. INLAND`aVU]LANDS AGENCY 225 Oakland Road CONSERVA i ION COMMISSION DPI Project No. 1893 Man Lot No. Prove ProveM Owner Mailing Address 52 4 Farmbrook Subdivision Association, 115 Farmbrook Lane Inc. 52 17 Leah Greenberg 53 Blue Ridge Drive 52 18 Chappell Enterprises, LLC 454 Ellington Road 52 19 Stephen J. & Judy K. Larocco 8 Ridgefield Drive 52 20 Pearl H. Roy 240 Felt Road 52 21 Robert W. & Ton a E. Spears 230 Felt Road 52 22 Kenneth C. &Rita Offiaeli 210 Felt Road 52 87 Daniel& Tracy A. Katzbek 150 Felt Road 52 88 Thomas A. Delnicki PO Box 1013 52 89 Lemuel Walter Odell, III 274 Oakland Road 52 90 Mobil Oil PO Box 4973 Houston, TX 77210 52 91 Lois H. Peterson 440 Deming Street 52 92 Berry Patch Associates Limited 244 Barber Hill Road Partnership 52 93 Pauline G. Johnson 752 Governors Highway 52 94 Mildred S. Simler 151 Oakland Road 39 6 Wapping Shopping Center, LLC 52 Tallwood Drive 39 51 Felt Road Investors, LLC 52 Tallwood Drive 39 50 Felt Road Investors, LLC 52 Tallwood Drive 39 52 Felt Road Investors, LLC 52 Tallwood Drive 39 5 Dennis J. III&Joan M. Sullivan 56 Felt Road 39 63-10 Hugo T. & Cathleen B. Benettieri 45 Summit Drive 39 64-11 Michael J. &Kristina G. Suppicich 65 Summit Drive 39 55 Robert&Penelope Torrani 39 Grandview Terrace 39 54 Karen A. &Edward J. O'Connor 35 Grandview Terrace 39 53 Gregory S. &Michelle A. Bassos 25 Grandview Terrace 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 Email:dpicivil@aol.com -- -oVO I �1JLn.-1. P. 02 �prlM 5 1W SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 0e074 AREA CODE M 1844.2511 ��OBaRco�� - - Elizabeth Warren, Chairperson Commission Members Town of South Windsor November 1, 2004 Inland Wetlands Agency/Conservation Commission Re: ppl#04-62P -Wentworth Park-225 Oakland Road Dear Betty and Commission Members At its October 27, 2004 meeting the Economic Development Commission directed me to contact you in support of the above application. I am submitting this letter for your records. It is the EDC's strong belief that approval of this application is in the best interests of the Town of South Windsor and its citizens. Wentworth Park will provide a much-needed addition of professional office space to our inventory of commercial properties. The location of this project enhances the Town's ongoing efforts to develop high quality commercial development in and around the town center. It satisfies a definite economic need while meeting standards set for aesthetic quality and public safety. It is the Economic Development Commission's opinion, the applicant has stuck an excellent balance between preservation of our natural resources and appropriate development. We hope you will find, as we have previously, that this project is worthy of approval. Please feel free to contact me with your questions or if you would like additional information. Since ely, welcfl;o.� ". , - Marjor' S. Anthony, Chair South Windsor Economic Development Commission ---------- Connecticut Ecosystems PLC • Wetland Delineation ► Wetland &Aquatic Evaluation ► Mitigation • Natural Resource Inventory ► Permit Assistance ► Expert Testimony November 2,2004 Mr. Jeff Folger South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Ae: Wentworth Park 22S Oakland Road South Windsor, CT CE Job#04-834 Dear Jeff- Mr. Jeff Sawyer requested that I prepare a correspondence reviewing the recent revisions to the plans for the above-referenced project, since I may not be able to attend the public hearing on November 3,2004. Mr. Galen Semprebon of Design Professionals Inc. has provided me with a copy of the revised plans. By eliminating parking spaces and shifting buildings, all buildings and parking areas are now a minimum of 25 feet from wetlands. Galen indicated that with careful construction techniques it is feasible to preserve 10-15 feet of undisturbed upland vegetation adjacent to the on-site wetlands. I offer the following for consideration by the Wetlands Commission.. 1. The on-site wetland is located within a steep-banked channel that was relocated some time in the past. The channel is straight, except for two 9Megree bends. Its fu fish habitat is severely impaired by channelization and sediment deposition.. In icy professional opinion this is not a particularly significant wetland resource. 2. The vegetation adjacent to this wetland is primarily an extremely dense shrub/sapling thicket. Even a narrow strip of this thicket is Sufficient to provide excellent visual buffering for the adjacent wetland. 3. Preservation of a 10-15 foot wide zone of undisturbed vegetation adjacent to the on-site wetland would be consistent with the permit that the WetWWs Commission,issued for the construction.of Berry Patch, a development immediately south of the subject property. It is my understanding that the Berry Patch permit allowed clearing to the property line shared with the 225 Oakland 38 Westland Avenue • West Hartford, CT 06107 Phone (860) 561-8598 • Fax (860) 561-0223 ► email ecosys@comcastnet - rHQE. CI3 Mr.Jeff Folger Page 2 Re: Wentworth Ptak South Windsor, CT 111212004 Road site,wbiich preserved a 10-15 foot wide strip of undisturbed vegetation adjacent to the wetland. Please do not hesitate to contact me if you have any questions regarding this correspondence. Very truly yours, Connecticut Ecosystems LLC Edward M./a�wtlak Registered Soil Scientist Certifled Professional Wetland Scientist Connecticut Ecosystems LLC Aj 1owN aF� -own O-P S-0-fdA 9 h 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 OR.CO' TELEPHONE(860) 644-2511 November 16, 2004 Certified #70020460000197443821 Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 RE: Appl.#04-62P—Wentworth Park, 225 Oakland Road Dear Mr. DeMallie: At the November 3, 2004 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #04-62P—Wentworth Park—225 Oakland Road — Inland Wetland/Conservation Commission application for regulated activities in connection with the construction of a 34,880 squ. ft. commercial building complex, parking,stormwater system, and associated improvements on property located southerly of Oakland road and westerly of Felt Road. 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 November 3, 2009. It is the landowner(s)/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. 6.) The open irrigation well to be removed; Town staff to oversee this. 7. The maintenance plan to include the harvesting of any vegetation that dies off in the detention basin every 3 to 5 years. 8. Planting of 100% narrow leaf cattails to be planted in the detention basin. It would be fine to supplement if the applicant would like to. Wentworth Park November 16, 2004 Page 2 9. Suitable topsoil to be imported onto the site. Town staff to approve topsoil, turf grass and detention basin. 10. We recommend a bond in the amount of$5,000 be submitted to the Planning &Zoning Commission to ensure compliance with the erosion and sedimentation control measures. 11. We recommend a bond in the amount of$5,000 be submitted to the Planning &Zoning Commission to ensure the establishment of the stormwater structures. Very truly yours, 6EIielth A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official DR. CLARENCE WELTI, P.E., P.C. GEOTECHNICAL ENGINEERING 227 Williams Street • P.O.Box 397 RE 9` Glastonbuty,CT 06033 � (860)633-4623/FAX(860)657-2514 1WAY 0 2005 April 25, 2005 SOUTH K/INDSOR Pi -ANNtNG DEPT. Mr. Jeffrey R. Sawyer Generation 2 Inc. 27 Summersweet Drive Glastonbury, CT 06033 Re: Proposed Building"C"and"D"at 225 Oakland Road,South Windsor, CT Dear Mr. Sawyer: This is to confirm observations and recommendations made during a visit to above site on April 13, 2005.Three test pits were excavated within the area of Buildings"C"and"D".These buildings are located along the south side of the site.The pits indicated a layer of subsoils to 2 to 3 feet atop the a fine to medium sand with little to some silt and gravel.These soils are natural deposits. The soils below the subsoils at Buildings"C"and"D"are acceptable for placement of foundations (and the required underlayment) with allowable bearing pressure of 2 Tons/sf. There should be a minimum 6" layer of 3/8"crushed stone on a geotextile beneath the foundations. Foundations at all of the proposed buildings on the site should be placed below any topsoil,subsoils and existing fills,or on a controlled fill placed after the removal of such materials.Based on previous borings taken at the site and excavations for the new utilities there are existing fills and organic materials to depths up to 9t feet below the original site grades.The deepest fills appeared to be in the area of a former water course which ran thm the site. If you have any questions please call me. Very truly yours Max Welti,P. E.