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HomeMy WebLinkAbout07-64P Wentworth Park Phase II IWA/CC ^���sv :u� .s.i i li►:acaa arrss�n #•ro�essa�nel� -.'' - ..,_ ___ ._ TOWN OF SOUTH WINDSOR RECEIVEp 10V 09 Z007 INLAND WETLANDS. P'!?L n WATERCOURSES AMID CONSERVATi�JN AICATf4N SOUTH WINDSOR PLANNING DEPT Aeon 4 v Date Rooeived ' INSTRUCTIONS 1. Fifteen applications(M with mstp and plans(2 copies)shall be submitted together in the Inland Wetlands, Watercourses and Conservation Regulations, TO f South We ce et (See orth Regulations,Section VII—X) 2- The South Windsor Inland Wetlands,Watercourses and CMMnlation Regulations should be reviewed with rOspcct to the standards and criteria for application Evaluretrvn. pece Regulations,Sections VU—X) 3. The applicant understands that furls 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:_Generation2 Inc.cto Jeffrey Sawyer Address: 122 Griswold Street,Glastonbury,CT 06033 Phone:(home) (work)960-633-1124 (fax)860-633-1599 B. Legal owner's name:Lois H.Petersen Address 440 Deming Sn eel South Windsor,CT 06074 Phone(home)860-644-1438 (work) (ham) _ (List additional owners,addresses,and phone numabers on back oEapplication) C. If the applicant is not the owner of the subject property, a lettea•by the owna(s) authorizing the proposed regulated activity set forth in the application must accompany farm and will be part of the application. D. Project Name(if nay) Wentworth Park—Phase Il _ Project Address 85 Felt Road,South Windsor,CT 06074• 1. Contact Person(if further information is needed)Galen Semprebon,P.E. Design Pzcafessionals,Inc.,425 Suflivan Avenue,South Windsflr,CT 06074,291.8755 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 prop,on the Inland Wetland and Watercourse Map. 130(Phwse 2) Assessor's map.#_..52 Parcel# 91 (Phase I) Zone_RC F. Names of all abutting property owners from records in T 011 n Clerk's Office: (use separate Meet if necessary) see attached sheet 7 x�cav ,ua .u:t .iu:Cna AJes'lCn G. Have you not f'red all abutting an application is pending befooe three g (from Mcords in.Tom Clerk's office)by ceztiRW letter that D **(Mare required to supply a Copy of the letter with 1[be Iiai of the names of ttre abutte H. Purpose and description ofall Proposed regulated activi and types of fill and the time element involved: tY(S)r'cl'ding amo of of disturbance in squire feet Fe'Mt'Od work to occur within upland review area only. T Proposed disturbance includes build' ioral cvor�k within upland review area= 0.32_AC. There is ao antici construction and c:onstroctlon of water excavated for constructionb occur- Material will be exanated fig d the yldetenttiOn basin. �8s. There will be b�' and be material Gravel to be clean gravel. grovel irastatled as part of building Pad Preparation. I. A class A 2 map of&0 Propertyrawn d to I"=40' and wate - topography, g ,showing the area to be developed,c aent of the wetlands and proposcd activities and names and locations ofadjacent ProPMtY owners must be submitted, T. Amount of regulated area dist<vbartce(within upland review area.or regulated bufferrs)13,835 sf f!- L. Acreage of Wetlands Acreage of wetlands and watercourses in regulated areas to be shared; p M. Lineal feet of watercourses to be created; 0 Proposed stream alteration: p N. Total land area of project and peret which is a�tland:r The site is a'to�l o wetlands on the site. f LOIAC. There tyre no O. Identify all��Permits or.approvals that have Proposed activity been set forth in this n r 't applied for, or required with respect ro the Zoning;Zoning Boar rt A aPPln�orL �e may include but not be limited to, local Planning& Local P&Z and A''D.U.T:, The Army Corps of Fxngineers,and any other State.Local or Federal Perau P. The applicant (or deli V�P CA roPntati y g°8ve} hereby attests ttrrrt a sign will be posted at the following locations)85 Felt Road Frontage By DPI Name Ben tiVheeler on or before the following date 10 da s r scheduled muetine Sigrratrme: These signs must be displayed continuously Regulations,Section?.3a) for at least ten (tg) days prior to scheduled meafing (see The undersigned hereby aPPues fur the �1V�atercouises and Conservation �activities listed in Twagraph permit for the proPeriy described Inn and c onfi H abcave,for a Inland Wetlands, crms that: I-- Shel le is fllmiliar with the currently effective Inland VVedaDck Err Windsor, atcsr Daises and Conservation Regulations of the Town of South 8 Z• W=&Ie finds that at.any *w °vide 2°O1C about the v�et&mog the review es im 4 a the �/y require,�e aPPu Gant to I All information submitted °"WY Proposed acdvity. anticipated activity,bi wing application for shall be ; factual, information, or knowing failtnre of the aWkart or am,of her/his to in the ;use of revocation ofof exceeding the levels of activity arctic agents to provide :an�ect Y PMM9t user these regulations, pared, shell be sufficient grounds for 4- BY makigg this application, the consmadon Concmission mem applicant gives Mmission ix) the I�da:rd subject of the application the rs cmdlor its MP.resent�ve to enter the portions off rei ft Wb c and h are of the ication both Pie of inspeWiOn and investigation and otherwise evaiva g and ate.a.final decision has been issued. o Owner of Property t Date ►��t0-7 Sign a Applicant ai Z j Date �l 9 RECENED �����1- P.O.BOX 1167 425 SULLIVAN AVENUE ■ NQV O 9 -(�U r{ SOUTH wINDSOR,CT 06074 PHONE:860.291.8155 ■ ° �NpSpC,ENCY FAX:860.291.8757 OIL VATION Cpp�MISS�ON www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS /SURVEYORS ! GIS ANALYSTS / LANDSCAPE ARCHITECTS LETTER OF TRANSMITTAL To: Marcia Banach, Director of Planning Date: 11/9/2007 DPI Project No. 2408 Town of South Windsor Re. Wentworth Park-Phase II 1540 Sullivan Avenue 85 Felt Road South Windsor,CT 06074 South Windsor, Connecticut . WE ARE SENDING YOU: ❑ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION 15 Inland Wetlands Agency Application 1 Abutter Letter 1 List of Direct Abutters 1 Drainage Computations Sets of Plans 1 Application fee in the amount of$230.00(DPI check#7391) These are transmitted as checked below: ® ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ® For review and comment ❑ For bids due ❑ Prints returned after ban to us REMARKS: • SiGNED: 1 CC: Benjamin KWheeler,Director of Operations P.O.BOX 1167 425 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 n PHONE: 860.291.8755 FAX: 860.29 gr:essiomb www.design professionalsi nc.nc.com com CIVIL & TRAFFIC ENGINEERS / PLANNERS /SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Transmitted via certified mail November 13,2007 Dear Current Abutting Property Owner: Re: Wentworth Park—Phase 1I 85 Felt Road South Windsor,Connecticut DPI Project No.2408 In accordance with Section 7.3b of the"Town of South Windsor Inland Wetlands,Watercourses,and Conservation Regulations",we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Inland Wetlands Agency/Conservation Commission.The • application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments, however,you are not required to attend.You may also submit written comments regarding the application prior to the hearing if you so desire.For further information regarding the specific date this will hear please contact Jeff Folger,Environmental Planner/Conservation Officer,Planning Department,644-2511,ext. 253. Furthermore,in accordance with regulations of 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 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 Michele Lipe,Deputy Planning Director,at the South Windsor Planning Department at 644-2511,ext.252.Thank you Sincerely, DESIGN PROFESSIONALS,INC. By: enjamin P.Wheeler • Director of Operations P.O.BOX 1167 425 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 n PHONE:860.291.8755 � s FAX: 8onalsi c.com www.design professionals i nc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS/SURVEYORS/GIS ANALYSTS / LANDSCAPE ARCHITECTS Abutters Application of: Wentworth Park—Phase II Generation2, Inc. 85 Felt Road DPI Project No. 2408 Map Lot No. Proverty Owner Mailing Address 52 90 *Mobil Oil Corporation P.O.Box 4973,Houston,TX 77210-4973 52 92 *Berry Patch Assoc.LP 6 Executive Drive,Suite 100,Farmington,CT 06032 39 6 Waping Shopping Center LLC 52 Tallwood Drive,South Windsor,CT 06074 39 51 Felt Road Investors LLC 52 Tallwood Drive,South Windsor,CT 06074 *-Direct Abutter MEMORANDUM To: Marcia Banach, Director of Planning Jeff Folger, Environmental Planner From: Jeff Doolittle, P.E., Town Engineer Robert Grillo, P.E., Project Engineer Date: December 18, 2007 Re: App 07-64P Wentworth Park— Phase 11 We have reviewed the proposed site plan for Wentworth Park— Phase II located at 85 Felt Road and have the following comments: 1. The parking lot layout appears to be too tight for a fire truck or large delivery truck to be able to circulate around the parking lot and get out without running over curbs or parking spaces. These vehicles will have to pull straight in and back out to service the site. The layout should be revised to better accommodate trucks. 2. Verify that the layout of the handicap parking space between the two buildings meets the appropriate code. The curb may have to be made parallel to the front of the north building. 3. The limits of clearing on the north and west side of the site are not realistic and need to be revised. There is not enough room between the limits of clearing and the proposed north building or between the limits of clearing and the detention basin slopes, for these facilities to be constructed. 4. Provide more spot elevations next to the islands in the parking lot to insure this lot is graded so water flows to catch basin. 5. There may be a conflict where the storm drain pipe crosses over the sanitary sewer pipe near the PSMH. Check the elevations of the sanitary sewer laterals and storm drain. 6. Show the proposed elevation 130 contour near the south end of the detention basin/swale. 7. There is a spot elevation of 134.4 near the west building, and there is a roof leader in the corner of the detention basin that need to be checked 8. Show a rip rap energy dissipator at the inlet to the detention basin and at the end of the outlet pipe. 9. An easement is needed for the discharge from the detention basin onto adjacent property. 10. Provide a hump in the entrance drive to keep road water out of the parking lot. 11. The outlet pipe from the detention basin needs to be changed to 12" diameter. 12. Appendix D in the Stormwater Management Plan shows water discharging from the detention basin below elevation 125, but the plans show the bottom of the swale and inlet to the outlet structure at elevation 125. These need to be checked and revised as necessary so they agree with each other. 13. Provide flow calculations to confirm that the sewer flow velocities are at least 2.5 fps in the building sewers with less than 2% grade 14. This project needs to be reviewed and approved by the WPCA Please let us know if you have any questions. 2 0_0 f �� �09 T41, a OT TO BE P-UJL�.I ED IN U AL INQUIRER ; y "' x F � V/-i O S4TU'Q LI�/APPAPWP 9T'f1i N199 R, CT 06074 SOR.co TELEPHONE (860) 644-2511 SOUTH WINDSOR- INLAND WETLANDS AGENCY/CONSERVATION COMMISSION At the December 19, 2007 Regular Meeting, the Commission voted to take the following actions: Approved -Appl. #07-63P - Sunrise Development - 200 Deming Street- Inland Wetland/Conservation Commission application for the construction of a 80 unit assisted living facility and associated improvements on property located northerly of Deming Street and easterly of Buckland Road. Gateway Development (GD) Zone. Approved -Appl #07-64P -Wentworth Park II - 85 Felt Road - Inland Wetland/Conservation Commission application for regulated activities in connection with the construction of a 11,700 sqft. commercial building complex, parking, stormwater system, and associated improvements on property located westerly of Felt Road and northerly of Oakland Road. Restricted Commercial (RC) Zone Dated at South Windsor, CT this 20th day of December 2007 Elizabeth A. Warren, Chairperson MEMORANDUM To: South Windsor Inland Wetland/Conservation Commission. From: Jeffrey H. Folger—Environmental Planner/Conservation Officer Date: December 13, 2007 Re: App. #07-64P -Review of the proposed Wentworth Park II Commercial Condo Site Plan- Plans dated 09/26/07. The project is to build a 11,700 total sgft-commercial office condos and approximately 48 parking spaces on approximately 1+acres. Regulated activities include the construction of a detention basin,buildings and parking lot within the 80 foot Upland Review Area adjacent to a watercourse to the west. The amount of disturbance within the URA associated with the watercourse to the west is estimated to be approximately 13,835 sgft. Site: The site is located in the Plum Gully Brook watershed. The site is a small wooded parcel surrounded by commercial and residential development. Relief on the site is flat to very gently sloping to the west. Wetlands on the site consist of Farm Brook to the west. The wetland soils are closely confined to the stream channel. This watercourse is a perennial watercourse that was channelized in the 1980s. Surface water from upstream appears to provide the majority of hydrology to the watercourse,however as seen in the recent gasoline spill from the gas station to the north, the ground water in the area does contribute to the water budget. The major function of this watercourse area would be stormwater conveyance. Finfish habitat is a present function although not a major function. Wildlife habitat would be considered low due to the lack of continuity with adjacent habitats in the area. Stormwater is to be managed utilizing a combination detention/biofiltration basin. The discharge from the basin will be piped directly to the existing watercourse. Proposed catchbasins will be constructed with 4 foot sumps and trap hoods. Impacts: Minimal grading is proposed due the flat site. Most of the existing vegetation will be removed. The soils mapped on the site are listed as Haven and Enfield Soils. This soil has a listed erosion potential of low. Perimeter erosion controls are shown and should be sufficient. The proposed basin will be used as a temporary sediment basin during construction. The basin is proposed to be placed between the construction area and the watercourse. I have made the request of the applicant that the following items be added to the plan: Add traphoods to all catchbasins. Show the location of the soil stockpile. Add a construction sequence. Add a stormwater maintenance plan. Stormwater Management Plan Wentworth Park Phase II Felt Road South Windsor, Connecticut pg�sAar!py y�, V q7..ebJ I� ,� +�• �3 0 AL Prepared by Design Professionals,Inc. 425 Sullivan Avenue South Windsor, CT 06074 DPI Project No. 07-2408 November 5,2007 Table of Contents: Page# Introduction Proposed Development 1 1 Off-Site Analysis 1 Peak Runoff control .Riparian Buffers 1 Erosion/Sedimentation Control Systems 1 1 Storm-water Runoff Quality 1 Conveyance System 2 Discharge at the Natural Location 2 Maintenance and Operation 2 Topographic Contour Maps 2 Floodplain Boundaries Drainage Design 2 On-Site Storm Sewer Calculations 2 4 Water Quality Volume Calculations 4 Conclusions 4 Appendices Site Location Map TR-55 Existing Conditions A TR-55 Developed Conditions B Detention Basin Design C D Hydrograph Routings E Storm Sewer Calculations Water Quality Calculations F G Introduction: The site is located on the west side of Felt Road in South Windsor, Connecticut, and consists of a single parcel of 1 Acre. The site is presently undeveloped. Farm Brook is located along the westerly side of the site. Immediately to the west of the site is the recently developed Wentworth park phase 1 office condominium site, and t t the south of the site is the entrance drive to the recently developed Berry Patch elderly housing development. Appendix A contains a site location map. y Proposed Development: The proposed development of the site includes the construction of two buildings(9 units total)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. The Storm drainage system proposed for the development includes the installation of a water quality/detention basin to be located along the west side of the site adjacent to Farm Brook. Off-Site Analysis: The site presently drains to the Farm Brook that is located along the western side of the site. With the proposed water quality/detention basin, there a re no anticipated impacts to the Farm Brook off site. Peak Runoff Control: With the proposed detention basin,there are no impacts in eak runoff anticipated due to this proposed development. p Riparian Buffers: In order to protect the farm brook while also allowing for a economically feasible project, the proposed detention basin is to be located adjacent to the farm brook. Erosion/Sedimentation Control Systems:An extensive erosion/sedimentation control plan has been developed as part of the site design. 1. Installation of silt fence down-slope of isturbedareas ores include the following: 2. Installation of silt fence around stockpiled materials. 3. Installation of silt fence around catch basins. 4. Use of the detention/water quality basin during construction as a sediment basin. 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 is the water quality/detention basin. ter Conveyance System: The on-site conveyance system consists of overland flow to a catch basin to be located in the center of the parking lot, which will have a piped discharge to the proposed water quality/detention basin. The piped drainage system has been designed to accommodate the runoff from a 10 Yr design storm. The detention basin has been designed to handle runoff from storm events exceeding 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/Water Quality Basin. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. 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 Basin: The catch Basin shall be inspected annually. The sump shall be cleaned when the depth of material within the sump reaches 1'. Pavement Sweeping: The parking lots 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. Detention/Water Quality Basin: The basin shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the basin slopes, spillways, etc. shall be removed. Topographic Contour Maps: Topographic contour maps have been provided showing the drainage areas for the site at a scale of 1"=20'. The map showing the existing and developed conditions is 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. The flows in parenthesis are the calculated flows based on the Tr-55 results carried to a greater precision. Design Storm(YR) Existing Runoff(CFS) 2 0(.09) 10 0 (.47) 25 1 (.75) 50 10.01) 100 1 (1.29) Under Developed conditions, the impervious areas on the site will be collected via the storm drainage system and discharge into the water quality/detention basins. The TR-55 results for the developed discharge into the basin is included in appendix C. The detention basin design is included in appendix D. The hydrograph routings are included in appendix E. The results are summarized below. Design Storm Developed to Det. basin Discharge from Det. basin 2 2 10 0.35 3 0 25 4 .45 50 5 0.49 0.52 100 6 0.55 A summary of the existing peak and developed peak discharges is as follows: Design Storm Exist.peak Developed peak discharge discharge 2 0.09 0.35 10 0.47 0.45 25 0.75 0.49 50 1.01 0.52 100 1.29 0.55 As can be seen from the above results, the peak runoff for the two year design storms is slightly above the existing peak discharge. This will be mitigated to a degree in as much as the volume of the water quality basin was not factored into the calculations. Th reduction in peak discharge for the 10-100storms ere is a ear desi e storm of concern when downstream flooding is of concern. The receiving v nglstream foch are r the runoff from the site has a very large drainage area, and the runoff from this site will be negligible overall. On-Site Storm Sewer Calculations: The storm sewer calculations for the storm piping within the proposed private parking lot are included in appendix F. The storm sewer has been designed for a 10-year design storm utilizing the rational formula. Water quality Volume Calculations: The water quality volume calculations for the site are included in appendix G. Conclusions: The on-site stormwater system with the associated detention/water quality basins will mitigate any potential water quality and quantity impacts from the development of the site. APPENDIX A ........... r � .,»»»,»,,:xx..»x.. ,:,,x,,..,xxn•,nx:x„xax„xn,,,,,,,• ..........: ..xnx,n„x,,,,,,,. •:: ,»,»»»,»,,.,,,»„»,», nxw".w:»»'.,:�';;,,,,,».,:,»,»»»::»„»»„ ,x,:,::.x,nn•,,,,,,,,»„w+wxi:x:+•••n+:wx„,,,, w :,»»„ ,:,„rrr::»:,:w..�;. ., :„..,„x„ .,•n,nn„nxw,xxx... �x:xx,,. aw.mw» 2„ ,»»„„. , .,..„x»»ax, „%`:,'�.S:. ±.�xv.w„,:a,`.„ ,»»:»,:»»»:»»»»..»»....., v,n,x.„.,:u,:x::,,n...."""v'^. 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Hann+»», ... .. .,»..»»x»: ..:.-, -L „r»m•.,.,,,, :,ra»,,,:,�'� "�ffi;%% d;. r„ �n •a ..,..,:•- .......,vl ul.I'�.5�� y�........... .. ... mw. ,,,,,., :,m. .J.: r•:.".:2;C..' »„»,,,»»,,,:»»: ,.,„:i.w { Ctl' .u„ DE SIGN S I G N PROFESSIONALS, _ I N C LOCATION MAP APPENDIX B RUNOFF CURVE NUMBER COMPUTATION Project : WENTWORTH PARK II Version 2.00 County : HARTFORD User: GBS Date: 10/01/99 Subtitle: EXISTING CONDITIONS 1O-01-07CT Checked: Date: COVER DESCRIPTION Hydrologic Soil Group A B C D ---------------------------------------------- A _cres (CN) FULLY DEVELOPED URBAN AREAS (Veg Estab. ) ----------------- Open space (Lawns,parks etc. ) Good condition; grass cover > 75$ OTHER AGRICULTURAL LANDS Woods good - 0.81(55) Total Area (by Hydrologic Soil Group) 1.06 ------------------ _ TOTAL DRAINAGE AREA: 1.06 Acres ------------- ----------------- - - WEIGHTED CURVE NUMBER: 56* ------------- ----- -- ____________ Generated for use by GRAPHIC method - TIME OF CONCENTRATION AND TRAVEL TIME Project : WENTWORTH PARK II Version 2.00 County HARTFORD User: GBS Date: 10/01/99 Subtitle: EXISTING CONDITIONS 1O-01-07CT Checked: Date: _ ______----------------------- _______ Flow Type 2 year Length Slope Surface n Area rain - (ft) (ft/ft) code WP Velocity Time -------------rai (sq/ft) (ft) (ft/sec) (hr) -------------------------- Sheet 3.2 75 ------------------- Shallow Concent'd 165 .02 I.02 u 0.495 0.020 Time of Concentration = 0.52* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense B Fallow (No Res. ) G Grass, Burmuda - Shallow Concentrated --- C Cultivated < 20 % Res. H Woods, Light Surface Codes --- D Cultivated > 20 % Res. I Woods, Dense P Paved E Grass-Range, Short J Range, Natural U Unpaved * - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Project : WENTWORTH PARK II Version 2.00 County : HARTFORD User: GBS Date: 10/01/99 Subtitle: EXISTING CONDITIONS 1O-01-07CT Checked: Date: Data: Drainage Area Runoff Curve Number , 5606 Acres Time of Concentration: 0.52 * Hours Rainfall Type III Pond and Swamp Area NONE I Storm Number=_======= -- ----=====-=--------- __^ I------------- I 1 1 2 l 3 1 4 l 5 l ---------1------1------1------ ------ Frequency (yrs) 1 2 1 10 I 25 l 50 1 100 l 124-Hr Rainfall I I I I I 1(in) I 3.2 1 4.7 I 5.5 1 6.2 1 6.9 l I I I Ia/P Ratio i 0.49 1 0.33 1 0.29 l 0.25 i 0.23 l I I I I I Runoff (in) 1 0.28 i 0.89 1 1.31 i 1.72 1 2.15 l I I I 1 I Unit Peak Discharge 10.305 10.495 ►0.538 10.554 10.567 1 (cfs/acre/in) 1 I I I i I i I I I Pond and Swamp Factorl 1.00 1 1.00 1 1.00 1 1.00 1 1.00 I 0.0% Ponds Used I I I I I----------------------1------ __ I_ I 1 I Peak Discharge l -I -I -----I------I g (cfs) I� 0 1 0`I l l 1 1 1 1 * - Value(s) provided from®TR-5 5sys system routines y APPENDIX C RUNOFF CURVE NUMBER COMPUTATION Project : WENTWORTH PARK II Version 2.00 County HARTFORD User: GBS Date: 10/02/99 Subtitle: DEVELOPED CONDITIONS 10-02-07T Checked: Date: ------------------------ COVER DESCRIPTION Hydrologic Soil Group A B C D --------------------------------- Acres (CN)______________ _ FULLY DEVELOPED URBAN AREAS (Veg Estab. ) --- Open space (Lawns,parks etc. ) Good condition; grass cover > 750 Impervious Areas Paved parking lots, roofs, driveways - 0.57 98 Total Area (by Hydrologic Soil Group) 1.37 ------------------------------------ ____________ TOTAL DRAINAGE AREA: 1.37 Acres ----------------- WEIGHTED CURVE NUMBER: 76* -------------------------------- _ * - Generated for use by GRAPHIC method -------- TIME OF CONCENTRATION AND TRAVEL TIME Project : WENTWORTH PARK II Version 2.00 County HARTFORD User: GBS Date: 10/02/99 Subtitle: DEVELOPED CONDITIONS 10-02-07T Checked: Date: ----------(ft-- _________ (ft/fe--------- Flow Type 2 year Len th ------------------ g Slope Surface ) -- h-' rain n Area Wp Velocity ) code ------ (sq/ft) (ft) (ft/sec) Time ---------- r) Sheet 40 ---------------------- Open Channel 240 0.028 2 0.033 Time of Concentration = 0.06* --- Sheet Flow Surface Codes --- A Smooth Surface B Fallow (No Res. F Grass, Dense --- Shallow Concentrated -G Grass, Burmuda -- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light D Cultivated > 20 % Res. I Woods, Dense P Paved E Grass-Range, Short J Range, U Unpaved * - Natural Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Project : WENTWORTH PARK II Version 2.00 County HARTFORD User: GBS Date: 10/02/99 Subtitle: DEVELOPED CONDITIONS 10-02-07T Checked: Date: _ Data: Drainage Area 1.37 Acres Runoff Curve Number 76 * Time of Concentration: 0.06 * Hours Rainfall Type III Pond and Swamp Area NONE -Storm-Number ________ I2 �===34= 5= , -I------1------1------1------ Frequency (yrs) l 2 1 10 ) 25 I 50 I 100-1 I 1 I i 1 124-Hr Rainfall (in) l 3.2 1 4.7 i 5.5 6.2 I 1 1 I I 6.9 1 I 1 I I I 1 I Ia/P Ratio 10.20 i 0.13 10.11 1 0.10 1 0.09 1 I I I I I Used 1 0.20 1 0.13 l 0.11 i 0.10 1 0.10 1 I I I 1 i 1 Runoff (in) 11.15 1 2.29 1 2.95 1 3.55 1 4.17 1 I I I I I I Unit Peak Discharge 11.077 11.099 11.105 11.110 11.110 1 I (cfs/acre/in) I I I I I I I I I I Pond and Swamp Factorl 1.00 1 1.00 1 1.00 1 1.00 1 1.00 1 I 0.0% Ponds Used I 1----------------------►------1------ _____ _____ I Peak Discharge (cfs) l 2 i -I -1 ----1 3 1 4 1 5 1 6 1 * - Value(s) provided from TR-55 system routines APPENDIX D Reservoir Report Page 1 Reservoir No. 1 - rev. 11-02-07 Hydraflow Hydrographs by Intelisolve Pond Data Pond storage is based on known contour areas.Average end area method used. Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cult) 0.00 122.00 1.00 123.00 01 0 0 2.00 124.00 1,360 1 1 3.00 125.00 ,710 681 681 1 1, 4.00 126.00 2,710 2,535 2,216 5.00 12700 3,890 4,491 . 6.00 128.00 4,626 3,365 7,856 4,258 12,114 Culvert/Orifice Structures Weir Structures [A] [B] ICl [D] [A] IB] [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 = 123.00 0.00 0.00 0.00 Weir Type = _ _ Length ft = 40.0 0.0 0.0 0.0 Multi-Stage = No No No No Slope% = 1.00 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 ExfjItration Rate = 0.00 in/hr/sqft Tailwater Elev.= 0.00 ft Stage/Storage/Discharge Table Note:All outflows have been analyzed under inlet and outlet control. Stage Storage Elevation Clv A Civ B Clv C Clv D Wr A Wr B ft Cut ft C Wr C Wr D Exfil Total cfs cfs cfs cfs cfs cfs cfs 0.00 0 122.00 0.00 - _ 1.00 1 123.00 0.00 - - -" -- '- - 0.00 2.00 681 124.00 0.28 -_ - - -" "- - - 0.00 3.00 2,216 125.00 0.38 - ' _ -' - - 0.2$ 4.00 4,491 126.00 0.47 - 0.38 5.00 7,856 127.00 0.54 - - _ _ 0. 6.00 12,114 128.00 0.60 - 47 - - _ - - - 0.47 - - "- - 0.60 APPENDIX E Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 4 Hydrograph type = Reservoir Peak discharge = 0.35 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = rev. 11-02-07 Max. Elevation = 124.62 ft Max. Storage = 1,639 cuft Storage Indication method used. Outflow hydrograph volume=5,371 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 It cis cfs afs cfs cfs cis cis cfs cis cfs 10.73 0.02 123.02 0.00 - -_ 10.77 0.02 123.02 0.00 --- - - - -- - 0.00 10.80 0.02 123.02 0.00 - - - - `" 0.00 10.83 0.02 123.02 0.01 -- -- _ _ -- 0.00 - 10.87 0.02 123.02 0.01 - ____ -- -- �- -`- 0.01 10.90 0.02 123.03 0.01 - - r - ____ - -'- -- 0.01 10.93 0.02 123.03 0.01 --- - _-_ _ - - 0.01 10.97 0.03 123.03 0.01 -� - - - �� -- 0.01 11.00 0.03 123.04 0.01 - - - -' --- -" 0.01 11.03 0.03 123.04 0.01 - - - - - - 0.01 11.07 0.03 123.04 0.01 - - -_ - -- 0.01 11.10 0:03 123.05 0.01 ----- - -- -- _-_- �- --- '-" 0.01 --- _- -- 11.13 0.04 123.05 0.01 - --"- -"' ---- 0.01 11.17 0.04 123.06 0.01 - - - -- _-_ - -" - 0.01 11.20 0.04 123.06 0.01 ----- - -_ -_ ___ - 0.01 11.23 0.05 123.06 0.02 _-- - - - _`___-_ '-" ---- 0.01 11.27 0.05 123.07 0.02 - � 0.02 - 11.30 0.05 123.08 0.02 --- - - - - r" 0.02 11.33 0.06 123.08 0.02 ---- ___ - -__ - -" 0.02 ---- --- ---- 11.37 0.06 123.09 0.02 ---- __ _-_ ---- "-- --- 0.02 11.40 0.06 123.10 0.02 - -_ - - - '-- 0.02 11.43 0.07 123.10 0.03 - - -- - - -- 0.02 11.47 0.07 123.11 0.03 ---- - - _ - 0.03 --- ---- --- 11.50 0.08 123.12 0.04 --"- - 0.03 11.53 0.08 123.13 0.04 - _ '-- -- 0.04 - 11.57 0.10 123.13 0.05 - - - - -` -" 0•04 11.60 0.12 123.14 0.05 --- -- ____ - __�___ - `" - 0.05 11.63 0.15 123.16 0.06 ---- __ _ ---' --' - 0.05 11.67 0.18 123.18 0.07 - - -� ---- ---- --" --- 0.06 11.70 0.21 123.20 0.08 - - - �" - 0.07 11.73 0.25 123.22 0.10 ----- ____ - ---- --" 0.08 ---- --- ---- 11.77 0.30 123.25 0.12 -�- _----- ----- - 0:10 11.80 0.35 123.28 0.14 - __ `- _ -- 11.83 0.40 123.32 0.16 - _____ _ - - -w -" 0.14 11.87 0.46 123'37 0.17 -- - - - -"- 0.16 11.90 0.52 123.42 0.19 --- ---_ --_- --- ---- --- ---' --'- 0.17 ---- -- ---- 11.93 0.62 123.49 0.20 - _ -- ---" '""' ---- 0.19 11.97 0.82 123.58 0.22 ____ __ - - --' -- 0.20 0.22 Continues on next page... 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) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.00 1.17 123.72 0.24 --- ____ ----- 12.03 1.55 123.91 0.26 0.24 12.07 1.74 << 124.07 0.29 0.26 12.10 1.63 124.18 0.30 _ - - _- --` 0.29 12.13 1.34 124.27 0.31 ----- _-_ ----- - -' 0.30 12.17 1.07 124.34 0.32 --- 0.31 12.20 0.92 124.39 0.32 - _-� --- - 0.32 12.23 0.85 124.44 0.33 - -__ - - - �" 0.32 12.27 0.81 124.47 0.33 --- - 0.33 12.30 0.76 124.51 0.34 -- -_ __ - -�- 0.33 12.33 0.70 124.54 0.34 - --- -�- `- 0.34 12.37 0.65 124.57 0.34 - - - - - 0.34 12.40 0.59 124.59 0.34 _-__ _ _-- - - -- -"` "- 0.34 0.34 2.43 0.53 124.60 0.35 --- __ 12.47 0.46 124.62 0.35 - _ _- ---- -"' --- 0.35 12.50 0.40 124.62 0.35 ---- _____ - - - 0.35 12.53 0.34 124.62 << 0.35 --- _ -___ _- -__ 0.35 12.57 0.30 124.62 0.35 ----- - ____ - 0.35 << 12.60 0.27 124.62 0.35 ---- - -- �- --- - --- 0.35 12.63 0.26 124.61 0.35 ---- ____ -___ -" -' 0.35 12.67 0.26 124.60 0.35 ---- - - -" -'- 0.35 12.70 0.25 124.60 0.35 _-__ --_- -_ -_ '-" - -- 0.35 12.73 0.25 124.59 0.34 - - - -`- -" 0.35 12.77 0.24 124.58 0.34 - - - �- 0.34 12.80 0.23 124.57 0.34 ---- - - - - -" 0•34 12.83 0.23 124.56 0.34 -� _-' -- --_ _`- ___- 0•34 12.87 0.22 124.55 0.34 -- --- --- --- --- -"- 0.34 - 12.90 0.21 124.54 0.34 - - -" 0.34 12.93 0.20 124.53 0.34 --- _ - - - 0.3412.97 0.20 124.52 0.34 -- ry Y `- "�- --- 0.34 13.00 0.19 124.51 0.34 --- - -- �- "- 'y 0.34 13.03 0.18 124.50 0.34 0.34 13.07 0.18 124.49 0.33 ----- --_ _-- _-_ - �' 0.34 13.10 0.18 124.48 0.33 -- - _ w_ -_ -�"- 0.33 13.13 0.17 124.46 0.33 y - --- "-" '�- 0.33 13.17 0.17 124.45 0.33 - - - - - -' 0.33 13.20 0.17 124.44 0.33 -- - - - -- �- -` -" 0.33 23 0.17 124.43 0.33 0.33 13.27 0.17 124.42 0.33 -� -"- - "-- 0.33 13.30 0.17 124.40 0.32 - -_ - -' - �' 0.32 0.33 - - 13.33 0.17 124.39 0.32 ----- -_- _-_ 13.37 0.16 124.38 0.32 ---- ____ 0.32 13.40 0.16 124.37 0.32 - _ - ----' '-- 0.32 13.43 0.16 124.35 0.32 --- - - - - - 0.32 13.47 0.16 124 34 0.32 --- --- - - 0.32 - 13.50 0.16 124.33 0.32 -- -' ---- 0.32 - 13.53 0.15 124.32 0.31 - - - - �- ---' '-- "-- 0.32 13.57 0.15 124.30 0.31 - - _- -` "'"'- 0.31 13.60 0.15 124.29 0.31 ----- - - - _-__- - 0.31 13.63 0.15 124.28 0.31 ---- - - - "'" 0.31 13.67 0.15 124.27 0.31 --- ___ - - -' '-- 0.31 - 0.31 Continues on next page... Page 3 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 13.70 0.15 124.25 0.31 --- ---- ----- ---__ ---- 0.31 ----- --- ---- 3.73 0.14 124.24 0.31 --- --- 13.77 0.14 124.23 0.30 -- ---- _ _ _ -__ 0.31 13.80 0.14 124.22 0.30 0.30 13.83 0.14 124.20 0.30 ----- - �- �- 0.30 .87 0.14 124.19 0.30 0.30 --- ---- ----- --- ----- 0.30 13.90 0.13 124.18 0.30 - - ---_ _ 0.30 13.93 0.13 124.16 0.30 - -- - -- _- 0.30 97 0.13 124.15 0.30 ----- --- ----- -- ----- - 0.30 --- --- --- 4.00 0.13 124.14 0.29 ---- -- _-_ _- 0 29 14.03 0.13 124.13 0.29 --- ---- - --14.07 0.13 124.11 0.29 _-- _- ____ -_ _- - 0.29 0 29 14.10 0.12 124.10 0.29 -- --_ _-_ -' ` -- 14.13 0.12 124.09 0.29 ---- _ --- - 0.29 14.17 0.12 124.07 0.29 - 0.29 - - 0.29 14.20 0.12 124.06 0.28 - --- -_ 0.28 14.23 0.12 124.05 0.28 --- -- __-- _--_ 0.28 14.27 0.12 124.04 0.28 --- -- _-- _- _ M -14.30 0.12 124.02 0.28 - - -- -- r� _ 0.28 0.28 14.33 0.12 124.01 0.28 - -- -_ -' -14.37 0.12 124.00 0.28 0 28 ___ _-_ _ ` -' -_ 14.40 0.12 123.97 0.27 -_ --- --- -- -- -' "- 0.28 14.43 0.12 123.94 0.27 _w --- 0.27 14.47 0.12 123.92 0.27 ____ _- - 0.27 14.50 0.11 123.89 0.26 -- �_ ____ ` -" `" 0.27 14.53 0.11 123.87 0.26 -- _-_ ~_ --- '"- --" 0.26 14.57 0.11 123.84 0.25 ---- -- --- --- _- -� 0.26 14.60 0.11 123.82 0.25 - -__ - ` 0.25 14.63 0.11 123.79 0.25 -- -__ �_ �"- 0.25 14.67 0.11 123.77 0.24 -- -_ _ -- -- --- -"� -"'- 0.25 14.70 0.11 123.74 0.24 -- �- - -- -- '""'" 0.24 14.73 0.11 123.72 0.24 0.24 14.77 0.11 123.70 0.23 - ____ �_ _ ` ` -' 0.24 14.80 0.11 123.68 0.23 ---- --_ _ - ---' 0.23 14.83 0.11 123.65 0.23 -- -- - ` "-" 0.23 14.87 0.10 123.63 0.22 0.23 14.90 0.10 123.61 0.22 ----- -__- - -- ` `-` 0•22 14.93 0.10 123.59 0.22 --- --- _ -� 0.22 14.97 0.10 123.57 0.21 - -- -' 0.22 15.00 0.10 123.55 0.21 - 0.21 15.03 0.10 123.53 0.21 - -' -" 0.21 ----- ----- 5.07 0.10 123.51 0.20 0.21 15.10 0.10 123.50 0.20 -- --' "--" 0.20 15.13 0.10 123.48 0.20 ----- ___ M ` -' - 0.20 15.17 0.10 123.46 0.19 ----- _~ 0.20 15.20 0.10 123.44 0.19 --- __- ----- -"--- --- 0.19 --- --- ----- ---- 0.19 15.23 0.09 123.43 0.19 ---- -- -- 15.27 0.09 123.41 0.18 -- - -'- -' 0.19 15.30 0.09 123.40 0.18 ---- -_ - - -' _`____ -' - 0.18 ---- ----- ---- - 0.18 15.33 0.09 123.38 0.18 --- _ - - 15.37 0.09 123.37 0.17 ---- _- _ --� --____ _- 0.18 0.17 Continues on next page... Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 15.40 0.09 123.35 0.17 ----- ___ ___ ___ 15.43 0.09 123.34 0.17 --- ---_ _ _ - 0.17 15.47 0.09 123.32 0.16 - 0.17 - 15.50 0.09 123.31 0.16 -_ - - -- -"' �' 0.16 15.53 0.09 123.30 0.15 ---- _ _ _ - -- -` 0.16 ----- --- -- - 0.15 5.57 0.08 123.29 0.15 --- -� ____ --- ---- - -- 60 0.08 123.28 0.14 0.15 15.63 0.08 '123.27 0.13 - - `-' �' 0.14 15.67 0.08 123.26 0.13 - --- �- 0.13 ---- --- - ----- 5.70 0.08 123.25 0.12 --- -__ 0.13 15.73 0.08 123.25 0.12 - - '�- 0.12 15.77 0.08 123.24 0.11 - - - _- -- `- -" 0.12 15.80 0.08 123.23 0.11 -- � � � -__ `-' --' 0.11 --- --- ---- ----- 0.11 15.83 0.08 123.23 0.11 - - ---- 15.87 0.08 123.22 0.10 - -" 0.11 15.90 0.08 123.22 0.10 - - - -` `-' -" 0.10 15.93 0.07 123.21 0.10 --- - - _- - - `-' `-' 0.10 15.97 0.07 123.21 0.09 ----- -_- --_- ---- - --- -"� -'�' 0.10 --- --- ----- ----- ----- 0.09 16.00 0.07 123.21 0.09 - - 16.03 0.07 123.20 0.09 --- - _- - - -`" - 0.09 16.07 0.07 123.20 0.09 ---- - - - 0.09 16.10 0.07 123.20 0.09 - _--_ _-- _--- _�-� --- 0.09-"' -�" 0.09 16.13 0.07 123.20 0.08 - ____ � r � `- -" 0.09 16.17 0.07 123.19 0.08 - - - `- -"' - 0.08 16.20 0.07 123.19 0.08 -- - - - �' 0.08 16.23 0.07 123.19 0.08 - _- __- - ---" --` `�' 0.08 16.27 0.07 123.19 0.08 -- -_ - - �- -- -""- -�-' 0.08 16.30 0.07 123.19 0.08 - _ - - - - -` - 0.08 16.33 0.07 123.18 0.08 -- 0.08 16.37 0.07 123.18 0.08 - _ --"` 0.08 16.40 0.07 123.18 0.07 - _- _- -� ""'- 0.08 16.43 0.07 123.18 0.07 - - --_ - -` -- 0.07 16.47 0.07 123.18 0.07 --- - -'- 0.07 ---- --- ---- --- -----.50 0.06 123.18 0.07 0.07 ----- -____ _ _ _ -"" 16.53 0.06 123.18 0.07 - _ - ""` 0.07 16.57 0.06 123.17 0.07 - - - - - - 0.07 16.60 0.06 123.17 0.07 - - - - - '� 0.07 16.63 0.06 123.17 0.07 ---- _-" " " 0.07 16.67 0.06 123.17 0.07 - - _ 0.07 16.70 0.06 123.17 0.07 - - - - "' - 0.07 16.73 0.06 123.17 0.07 ----- - - - - �- �' 0.07 16.77 0.06 123.17 0.07 - _-_ 0.07 16.80 0.06 123.17 0.07 0.07 16.83 0.06 123.17 0.07 - - - - `-" 0.07 16.87 0.06 123.17 0.07 --- y -- 0.07 16.90 0.06 123.16 0.06 --- ----- ----- - 0.07 16.93 0.06 123.16 0.06 - _ - --' '"" -'-- 0.06 16:97 0.06 123.16 0.06 - - - - _- 0.06 17.00 0.06 123.16 0.06 - - - -- `-' 0.06 --- --- ---- 17.03 0.06 123.16 0.06 0.06 17.07 0.06 123.16 0.06 - -__ -- ____ - ---- '" --- 0.06 0.06 Continues on next page... Page 5 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 17.10 0.06 123.16 0.06 ----- _____ 17.13 0.06 123.16 0.06 ---- _ -" -`" 0.06 17.17 0.06 123.16 0.06 - ---- '-� ---� '_-' 0.06 17.20 0.06 123.16 0.06 _____ �- `- -` "- --" 0.06 17.23 0.06 123.16 0.06 ----- ____ -__ -" 0.06 17.27 0.05 123.16 0.06 - _ -`- "-" 0.06 17.30 0.05 123.16 0.06 - -- _ `- -` ----- 0.06 17.33 0.05 123.15 0.06 - �- -` 0•06 17.37 0.05 123.15 0.06 ---- `- -` _- 0.06 17.40 0.05 123.15 0.06 0.06 17.43 0.05 123.15 0.06 - _ - - -`- -"" -'-- 0.06 17.47 0.05 123.15 0.06 - - `- `- -` - 0.06 17.50 0.05 123.15 0.06 --- -` `- `- - -- 0.06 ----- ----- ---- 7.53 0.05 123.15 0.06 0.06 17.57 0.05 123.15 0.06 - -"" '--- 0.06 17.60 0.05 123.15 0.05 `- - _- -' - 0.06 17.63 0.05 123.15 0.05 ----- - - - _- - 0.05 17.67 0.05 123.15 0.05 0.05 17.70 0.05 123.15 0.05 0.05 17.73 0.05 123.15 0.05 - - -� - - -" -" ""' 0.05 17.77 0.05 123.15 0.05 ---- -- - _- - - 0.05 17.80 0.05 123.14 0.05 ----- - - 0.05 17.83 0.05 123.14 0.05 - - _ _ --- _ 0.05 17.87 0.05 123.14 0.05 - `- -` - --- 0.05 17.90 0.05 123.14 0.05 --- - - _-_ _ _-_ - - - Q.05 17.93 0.05 123.14 0.05 ---- _ `- __- "- -"- �'- 0.05 17.97 0.05 123.14 0.05 - - -- -- "- "-" - 0.05 18.00 0.05 123.14 0.05 --- - - - - - - �- 0.05 18.03 0.04 123.14 0.05 --- ____ ____ i -__ -_- -' - 0.05 ---- ----- -- - 0.05 18.07 0.04 123.14 0.05 - 18.10 0.04 123.14 0.05 - - - -'-- 0.05 18.13 0.04 123.14 0.05 - - - - 0.05 18.17 0.04 123.14 0.05 0.05 18.20 0.04 123.14 0.05 --- -- - - -"- 0.05 18.23 0.04 123.14 0.05 _ -� - ' """- �- 0.05 18.27 0.04 123.14 0.05 M -` - - 0.05 18.30 0.04 123.13 0.05 - - - -- �' 0.05 --- -----.33 0.04 123.13 0.05 ---- _� --" 0.05 18.37 0.04 123.13 0.05 - - --`- 0.05 18.40 0.04 123.13 0.05 -- ---- 0.05 18.43 0:04 123.13 0.05 -- - - - - `-` `-' - 0.05 ---- --- ----- ----- ----- ___ - 0.05 8.47 0.04 123.13 0.04 --- _-_ 18.50 .0.04 123.13 0.04 ---- `_` - - - - '"-" 0.04 18.53 0.04 123.13 0.04 ---- - - -' -" - -'-- 0.04 18.57 0.04 123.13 0.04 ---- r` _____ -" 0.04 18.60 0.04 123.13 0.04 --- _-_ _ -"-` ""- -" 0.04 0.04 -'18.63 0.04 123.13 0.04 - __ -`-" '"'"' ' -- 18.67 0.04 123.13 0.04 -- - - - -" 0.04 18.70 0.04 123.13 0.04 - ------- - - -` - - -` 0•04 ---- ----- 18.73 0.04 123.13 0.04 -------- ----- ----- ----" "-' - 0.04 ---- --- ---- -----.77 0.04 123.13 0.04 ---- _� - '""' 0.04 _ 0.04 Continues on next page... Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 18.80 0.04 123.13 0.04 ---- ---- ----- _--- ----- _____ 0.04 18.83 0.04 123.13 0.04 ---- _-- _--- _-_ -_ -18.87 0.04 123.13 0.04 - - -- ___ _- 0.04 0.04 18.90 0.04 123.13 0.04 - --_ ---- -_ _- -_ �- 0.04 18.93 0.04 123.13 0.04 --- --_ _____ ____ �- 0.04 18.97 0.04 123.13 0.04 -- -_- __- -� __-- _ _ 0.04 19.00 0.04 123.13 0.04 - ---- ____ - 0.04 19.03 0.04 123.13 0.04 - -- ____- y_ - - - 0.04 9.07 0.04 123.13 0.04 --- ----- ____ _- ____ 0.04 19.10 0.04 123.13 0.04 ----- -- -_ _____ _ 0.04 19.13 0.04 123.13 0.04 - - - - --- 0.04 19.17 0.04 123.13 0.04 -- ---- -_ �_ -' - 0 04 19.20 0.04 123.13 0.04 --- ---- ___-- __-_ �_ 0.04 0.04 23 0.04 123.13 0.04 - ---_ ____ ____ - 19.27 0.04 123.13 0.04 - - - - _ _ 0 04 19.30 0.04 123.13 0.04 - - �_ - -' - 0 04 19.33 0.04 123.13 0.04 ---- ---- _-__ ___ - - 0.04 19.37 0.04 123.13 0.04 - -- _-- ____ _ 0.04 19.40 0.04 123.13 0.04. -___ - _____ - -� _--- 0 04 19.43 0.04 123.13 0.04 - --__ -_ - 0 04 ____ 19.47 0.04 123.13 0.04 ---- ---_ ____ _- ` 0 04 19.50 0.04 123.13 0.04 -- --- ____ - 0.04 19.53 0.04 123.12 0.04 --__ - -_ - - --- --- 0.04 19.57 0.04 123.12 0.04 - - -_ ____ - - - 0.04 19.60 0.04 123.12 0.04 - ----- ___ _____ �- 0.04 19.63 0.04 123.12 0.04 - -- - --_- _- _ _ - 0.04 19.67 0.04 123.12 0.04 - ____ - - - - 0 04 19.70 0.04 123.12 0.04 -- --_- �_ ____ - - 0.04 19.73 0.04 123.12 0.04 -- ---- ___ ____ _- -__ - - 0.04 19.77 0.04 123.12 0.04 ---- -- -_ - -__ __- - r 0.04 19.80 0.04 123.12 0.04 _____ - - ____ �- `- 0.04 19.83 0.04 123.12 0.04 - - ___ ____ - _ - - 0 04 19.87 0.04 123.12 0.04 -- --_ ____ - -- 19.90 0.04 123.12 0.04 --- ----- _-- 0.04 19.93 0.04 123.12 0.04 - ___ ____ --� --- ---� M_ 0.0419.97 0.04 123.12 0.04 - ____ _- - - _- 0.04 20.00 0.04 123.12 0.04 ---- - - - - ----- 0.04 - 0.04 .03 0.04 123.12 0.04 ---- ---- _____ - 20.07 0.04 123.12 0.04 0.04 20.10 0.04 123.12 0.04 - -_ _ - -' - - - 0.04 20.13 0.04 123.12 0.04 --- - - - - - - 0.04 0.17 0.04 123.12 0.04 0.04 --- --- ___-- - ----_ __- - 0.04 20.20 0.04 123.12 0.04 - - - --__ -_ ---_ 0.04 20.23 0.04 123.12 0.04 - -__ ___ �_ - - 0.04 20:27 0.04 123.12 0.04 ----- --_- __-- _-_ _-_ �- - 0.04 ----- ----- 30 0.04 123.12 0.04 --- ----- _____ - 0.04 20.33 0.04 123.12 0.04 - - ____ - -- 0 04 20.37 0.04 123.12 0.04 ---- _____ _____ - - 0.04 20.40 0.04 123.12 0.04 ---- --_-- -_ __- y - 0.04 43 0.04 123.12 0.04 ---- ---__ _-__ _-__ _____ 0.04 20.47 0.04 123.12 0.04 -- -_ -_ ____ 0.04 Continues on next page... Page 7 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 efs cfs cfs cfs cfs cfs cfs 20.50 0.03 123.12 0.04 --- ----- ---- ----- --__ ----- 0.04 20.53 0.03 123.12 0.04 --- ---- _____ _�_ -__ 20.57 0.03 123.12 0.04 -- - -- 0.04 20.60 0.03 123.12 0.04 - ____ - _- -- -- --' -� 0•04 20.63 0.03 123.12 0.04 ----- ____ - - -- 0.04 0.04 7 0.03 123.12 0.04 -- --- ---- ---- __- ----- 0.04 20.70 0.03 123.12 0.04 ----- - ____ - - 0 04 20.73 0.03 123.12 0.04 - - ____ ____ _ - -` 0 04 --- --- ---- 20.77 0.03 123.12 0.04 ----- --- ---- ----- ----- 0.04 20.80 0.03 123.12 0.03 -- ----- -- _--- -__ 0.03 0.03 20.83 0.03 123.12 0.03 - - - -- -� Y 20.87 0.03 123.12 0.03 -- - -- --_ - - 0.03 20.90 0.03 123.12 0.03 ----- --- - � 0.03 93 0.03 123.12 0.03 ---- ---_ ___ ____ 0.03 20.97 0.03 123.12 0.03 ----- ----- - - - _ 0.03 21.00 0.03 123.12 0.03 - ---- ---- - - - - - 0.03 21.03 0.03 123.12 0.03 ---- ---_ _-_ _ _- - - y 0.03 21.07 0.03 123.12 0.03 ----- -- -- - -_- - 0.03 21.10 0.03 123.11 0.03 ---- -- - _ 0.03 21.13 0.03 123.11 0.03 ---_ __ - - - - 0 03 21.17 0.03 123.11 0.03 -- --- _-_ __- - - 0.03 21.20 0.03 123.11 0.03 --- -- ---- --- -_ _- - 0.03 21.23 0.03 123.11 0.03 - -- ---_ - - - - - - 0.03 21.27 0.03 123.11 0.03 - - - -- - - - -' 0 03 21.30 0.03 123.11 0.03 - -- ----- - - - 0.03 21.33 0.03 123.11 0.03 --- -- -- ----- _ - - 0.03 21.37 0.03 123.11 0.03 -- - - _ - 0.03 21.40 0.03 123.11 0.03 --- -- - - - - 0.03 21.43 0.03 123.11 0.03 -- --- ____ _ - - 0.03 21.47 0.03 123.11 0.03 --- - --- -_ _ 0.03 21.50 0.03 123.11 0.03 ----- - - - - -- 0.03 21.53 0.03 123.11 0.03 - --- - - _- - - - 0.03 21.57 0.03 123.11 0.03 -- -__ _-_ _-_ - -' - 0.03 21.60 0.03 123.11 0.03 ----- --- -- -_ - _w' - 0.03 21.63 0.03 123.11 0.03 - - - 0.03 21.67 0.03 123.11 0.03 - - -- - - - - 0.03 0.03 21.70 0.03 123.11 0.03 --- --___ ____ __- M __ 21.73 0.03 123.11 0.03 --- - ---- -- - _ _ --' 0.03 0.03 21.77 0.03 123.11 0.03 ----- - --- -- - _ - -' 21.80 0.03 123.11 0.03 - - ---- - y_ - - 0.03 83 0.03 123.11 0.03 -- �_ ---- 0.03 21.87 0.03 123.11 0.03 -- -- ----- -- - 0.03 21.90 0.03 123.11 0.03 - - ---- - -_ -- - -' 0.03 21.93 0.03 123.11 0.03 --- --- - - - 0.03 21.97 0.03 123.11 6.03 -- - -__ - - 0.03 ___ --- ---- - -- 22.00 0.03 123.11 0.03 --- - _ _ _ - 0.03 2.03 0.04 123.11 0.03 - - - - - 0.03 22.07 0.06 123.11 0.03 - -- - -_ - 0.03----- ---- ----- 0.03 22.10 0.05 123.12 0.03 ---- ____ ___ - -' - 2.13 0.04 123.12 0.04 -- -_-- --- _____ 0.04 22.17 0.03 123.12 0.04 --___ �_ - 0.04 Continues on next page... Page 8 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 22.20 0.03 123.12 0.03 ----- ----- ----- ----- 0.03 ----- ----- ---- --- 22.23 0.03 123.12 0.03 ---- ---- ____ ----- 0 03 22.27 0.03 123.12 0.03 - --- ____ - - ---- 0.03 22.30 0.03 123.11 0.03 -- -- --- - - - - 0.03 22.33 0.03 123.11 0.03 ---- ----- ---- - y - 22.37 0.03 123.11 0.03 -- ____ _ --"" --- ----- ___ 0.03 22.40 0.03 123.11 0.03 0.03 22.43 0.03 123.11 0.03 - -__ -"' -- 0.03 22.47 0.03 123.11 0.03 -- --_ ____ ` -- 0.03 22.50 0.03 123.11 0.03 0.03 22.53 0.03 123.11 0.03 -- - - - -` -'- 0.03 22.57 0.03 123.11 0.03 - - _-' �- - 0.03 22.60 0.03 123.11 0.03 --- ____ 0.03 22.63 0.03 123.11 0.03 --- ___ -� -- -�-' '"- 0.03 22.67 0.03 123.11 0.03 - -- ' - --" 0.03 22.70 0.03 123.11 0.03 - -� '- - 0.03 22.73 0.03 123.11 0.03 ---- r - y ~- - -'" 0.03 22.77 0.03 123.11 0.03 - ----- ------- --- ---- 0.03 22.80 0.03 123.11 0.03 - -- ---- ----- 0.03 22.83 0.03 123.11 0.03 - --- - - ` -"' -" 0.03 22.87 0.03 123.11 0.03 - -_ -_ ` -"" �' 0.03 22.90 0.03 123.11 0.03 - --- - - --- _-- 0.03 22.93 0.03 123.11 0.03 - 0.03 22.97 0.03 123.11 0.03 - -_ - �- _ - 0.03 23.00 0.03 123.11 0.03 -- ---_ �____ 0.03 23.03 0.03 123.11 0.03 0.03 23.07 0.03 123.11 0.03 - -___ "'- --' 0.03 23.10 0.03 123.11 0.03 - -_ ____ - ' 0.03 23.13 0.03 123.11 0.03 ---- ----- ___ _ 0.03 - 23.17 0.03 123.11 0.03 - 0.03 23.20 0.03 123.11 0.03 - -- - �- -"- "-- 0.03 23.23 0.03 123.11 0.03 ---- -___ �_ - -" �- 0.03 23.27 0.03 123.11 0.03 ---- ----- ___ _ - ' -- 0.03 -- --- ----3.30 0.03 123.11 0.03 ---- -__ _ ---- ----- 0.03 23.33 0.03 123.11 0.03 - - - ` -" �--- 0.03 23.37 0.03 123.10 0.03 - - - ` - 0.03 23.40 0.03 123.10 0.03 --- - - ` -'- - 0.03 23.43 0.03 123.10 0.03 - -_ _ ----- �- "-`" 0.03 23.47 0.03 123.10 0.03 - 0.03 23.50 0.03 123.10 0.03 - ` -" 0.03 23.53 0.03 123.10 0.03 ----- - �- _�- "` 0.03 23.57 0.03 123.10 0.03 0.03 23.60 0.03 123.10 0.03 - - -- -"- '--- 0.03 23.63 0.03 123.10 0.03 - - w --- - 0.03 23.67 0.03 123.10 0.03 --- -__ _____ ' -" 0.03 ----- ---- ----- ---- 0.03 23.70 0.03 123.10 0.03 ----- -_ _ _ """` 23.73 0.03 123.10 0.03 - _ - --` _-'- 0.03 23.77 0.03 123.10 0.03 - - - - ' `" 0.03 23.80 0.03 123.10 0.03 ---- -- - - -' �' �' 0.03 23.83 0.03 123.10 0.03 ---- _ _ "-"- -�- 0.03 23.87 0.03 123.10 0.03 - --- -'"- -"' 0.03 _" - - 0.03 Continues on next page... Page 9 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) as It cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 23.90 0.03 123.10 0.03 ---- 23.93 0.02 123.10 0.03 ---- ____ -'- 0.03 23.97 0.02 123.10 0.03 -� _ - '- 0.03 24.00 0.02 123.10 0.03 �_ �_ - _ '---- 0.03 24.03 0.02 123.10 0.03 --- - - - y- 0.03 4.07 0.01 123.10 0.02 0.03 --- ---- __ 24.10 0.00 123.10 0.02 - ---- �'- 0.02 24.13 0.00 123.09 0.02 - - - �- -"' 0.02 24.17 0.00 123.09 0.02 -__ -� -' - - '- 0.02 ---- --- 4.20 0.00 123.08 0.02 ---- --__ --- ..... 0.02 24.23 0.00_ 0 02 123.08 0.02 - _� _ 24.27 0.00 123.08 0.02 - -� - -' '� 0.02 24.30 0.00 123.07 0.02 ----- - - ~' - - 0.02 4.33 0.00 123.07 0.02 ---- ____ 0.02 ----- ----- - -- 24.37 0.00 123.07 0.02 - - _ ---- ---- -'-- 0.02 24.40 0.00 123.07 0.02 -- --- _-_ _-_ _ - 0.02 24.43 0.00 123.06 0.02 --- ' - - 0.02 24.47 0.00 123.06 0.01 --- _ - 0.02 - ----- ---- -- ---- 0.01 24.50 0.00 123.06 0.01 - - �' -' -'- 24.53 0.00 123.05 0.01 --- - - �' - -� - 0.01 24.57 0.00 123.05 0.01 -- - _-__ -__ _-' 0.01 24.60 0.00 123.05 0.01 -- -� _ ' _' _'-" --"' -"' 0.01 24.63 0.00 123.05 0.01 - _ ' ' - _ - -- ---' 0.01 24.67 0.00 123.05 0.01 - -� - -_ - - 0.01 24.70 0.00 123.04 0.01 - -� - - 0.01 24.73 0.00 123.04 0.01 - - '--- 0.01 24.77 0.00 123.04 0.01 - - -� -'- -~- ~- 0.01 24.80 0.00 123.04 0.01 - - - - - 0.01 24.83 0.0.0 123.04 0.01 --_ - -__ - -" -- 0.01 24.87 0.00 123.04 0.01 ----- � - W -�- -` '--' 0.01 -- - ---- ----- ---- 0.01 24.90 0.00 123.03 0.01 - 24.93 0.00 123.03 0.01 - - - - �' - 0.01 24.97 0.00 123.03 0.01 ----- --__ - - ~- -" �"' 0.01 25.00 0.00 123.03 0.01 _ "- 0.01 - 25.03 0.00 123.03 0.01 - - - - --� 0.01 25.07 0.00 123.03 0.01 - - - -' �- 0.01 25.10 0.00 123.03 0.01 --- =____ �' - ' - ---" r' 0.01 -- ----- ---- ---- - 0.01 25.13 0.00 123.03 0.01 --- _-- ----- -'- 25.17 0.00 123.02 0.01 _ -�" -"- 0.01 25.20 0.00 123.02 0.01 ---- � �' _- - �' ""- 0.01 25.23 0.00 123.02 0.01 --- -~ M - - - 0.01 25.27 0.00 123.02 0.01 ---- ___ _ -- -__ 0.01 25.30 0.00 123.02 0.000.01 25.33 0.00 123.02 0.00 -' �- 0.00 25.37 0.00 123:02 0.00 ---- - -' - � � --- 0.00 --- __- ----- 0.00 5.40 0.00 123.02 0.00 --- _ 25.43 0.00 123.02 0.00 _ ---` -"-' '-'- 0.00 25.47 0.00 123:02 0.00 ---- �' - _-_ M' -- 0.00 25.50 0.00 123.02 0.00 ---- -- - -' '_ 0.00 --- ----- -- ----- - 0.00 25.53 0.00 123.01 0.00 _ _ - '- 25.57 0.00 123.01 0.00 -_- _ ---- - -'- 0.00 Continues on next page... Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 4 Hydrograph type = Reservoir Peak discharge = 0.45 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = rev. 11-02-07 Max. Elevation = 125.79 ft Max. Storage = 4,021 cuft Storage Indication method used. Outflow hydrograph volume=10,679 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 11.50 0.24 123.32 0.16 ----- - --- -� 0.16 11.53 0.25 123.34 0.17 - - --- --- _____ 0.1 11.57 0.29 123.36 0.17 ----- -- -_ 0.178 11.60 0.34 123.38 0.18 ---- ---- --- ---_ -__ - -- _w_ 0.1 11.63 0.41 123.42 0.19 - - 0.1 11.67 0.49 123.46 0.19 - 019 11.70 0.58 123.52 0.21 ----- --- --- 0.0.220.21 11.73 0.67 123.59 0.22 --- -- --- --- �^ r 0.223 11.77 0.76 123.68 0.23 --__ ____ - - 0.2 11.80 0.86 123.78 0.25 --- --- 0.2 11.83 0.97 123.90 0.26 ---- --- ____ -� 5 0.2 11.87 1.09 124.01 0.28 --- -- --- - 6 11.90 1.21 124.08 0.29 - ---- -� - ---- --- - -- 8 11.93 1.40 124.16 0.30 ---- --- - -_ ____ 0.29 11.97 1.83 124.26 0.31 -- �__ ___ 0.31 30 0.3 12.00 2.52 124.41 0.33 ----- --- -� -� -� 12.03 3.26 124.61 0.35 ----- ---- -- _____ 5 12.07 3.57<< 124.85 0.37 -� 0.30.35 12.10 3.27 125.06 0.39 --- _____ 12.13 2.64 125.19 0.40 ----- _-- 0.39 - 12.17 2.09 125.30 0.41 12.20 1.79 125.38 0.42 -- �_ -' y 0.41 12.23 1.64 125.44 0.42 -_-_ - -` 0.42 12.27 1.54 125.51 0.43 ---- _____ -""" 0.42 12.30 1.43 125.56 0.43 ---- _____ 0.43 12.33 1.32 125.61 0.44 ----- -- 0.43 12.37 1.21 125.65 0.44 -- - -- 0.44 12.40 1.10 125.69 0.44 0.44 12.43 0.98 125.72 0.45 -- - -- �~ -"--" --- 0.44 12.47 0.86 125.75 0.45 ____ -- 0.45 12.50 0.74 125.77 0.45 --- M -- -- 0.45 12.53 0.63 125.78 0.45 ----- - -" 0.45 12.57 0.55 125.78 0.45 -- _ �- --" 0.45 12.60 0.51 125.79 0.45 - - 0.45 12.63 0.49 125.79 0.45 ---- ____ � -" '-" ____ 0.45 12.67 0.47 125.79 0.45 ---- ____ --�� 0.45 12.70 0.46 125.79 0.45 12.73 0.45 125.79« 0.45 --- _� -- 0.45 _-- 0.45<< Continues on next page... Page 2 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Civ C Civ D Wr A Wr B Wr C Wr D ExHI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.77 0.44 125.79 0.45 ----- --- ---- ---- ----- ..... 0.45 12.80 0.42 125.79 0.45 ----- ----- -__ _--- ----- ----- 0.45 12.83 0.41 125.79 0.45 --- -- - - -__- -_ _12.87 0.40 125.79 0.45 -- -- ---- - -- - 0.45 - - 0.45 12.90 0.39 125.78 0.45 ----- ----- --- __-- ----- 0.45 12.93 0.37 125.78 0.45 -- --- __-- -- - 0.45 12.97 0.36 125.78 0.45 - --- ----- -- _ 0.45 13.00 0.35 125.77 0.45 - -- _ -- - - 0.45 13.03 0.34 125.77 0.45 ----- ----- ____ ____ ~_ - 0.45 ----- --- ---- 13.07 0.33 125.76 0.45 ---- --- ----- -_ __- -_ - 0.45 13.10 0.32 125.75 0.45 ----- -- -- - -_ -� 0.45 13.13 0.32 125.75 0.45 -- - -_ -- - - 0.45 13.17 0.31 125.74 0.45 ----- ---- ----- ---- ----- - 0.45 _ 13.20 0.31 125.73 0.45 --- ----- ----- --- --- _ -- '_ 0.45 13.23 0.31 125.72 0.45 --- - -- - - - 0.45 13.27 0.30 125.72 0.45 ---- ____ --- - - 0.45 13.30 0.30 125.71 0.45 --- ---- ---- --- --- - - 0.45 3.33 0.30 125.70 0.45 ---- ---- -- ----- --___ 0.45 13.37 0.29 125.69 0.44 - - ____ - - - -' 0.44 13.40 0.29 125.68 0.44 --__ _____ _- ____ - - 0 44 13.43 0.29 125.68 0.44 ---- _-__ ____ -' -' 0.44 47 0.28 125.67 0.44 ---- ---- -- ---- ---_ ---- 0.44 13.50 0.28 125.66 0.44 ---- -- -- - -- 0 44 13.53 0.28 125.65 0.44 - - -- _^ _ - 0.44 13.57 0.27 125.64 0.44 ---- --- ___ ____ _ -' - 0.44 13.60 0.27 125.63 0.44 -- ___ _� ___ 0.44 13.63 0.27 125.63 0.44 -- - -_ - _- - - ' ' 0.44 13.67 0.26 125.62 0.44 ---- _- -_ - - - -' 0 44 13.70 0.26 125.61 0.44 ----- -__ __- __ -_ - - 0.44 13.73 0.26 125.60 0.44 --- -- _____ ___ _ _-' 0.44 13.77 0.25 125.59 0.44 - - - - -' -�' 0 44 13.80 0.25 125.58 0.44 - --- - - _ - 0.44 13.83 0.25 125.57 0.43 -- --- ---- --- _- _ - 0.43 --- ----- -- - 7 0.24 125.56 0.43 ----- ---- _-- __-- -_ - 0.43 13.90 0.24 125.55 0.43 - - -_ - - -' 0.43 13.93 0.24 125.54 0.43 - - - -- - 0.43 13.97 0.23 125.53 0.43 ----- ---_ -- ----- _~ - _� 0.43 4.00 0.23 125.52 0.43 ----- ----- 0.43 14.03 0.23 125.51 0.43 - - - --- - - ' 0.43 14.07 0.22 125.50 0.43 - - - _--- - - -' 0.43 14.10 0.22 125.49 0.43 ---- -_ __-_ _- - _ - 0.43 4.13 0.22 125.47 0.43 -- ---- ----- ----- ---- 0.43 14.17 0.22 125.46 0.43 - - - -� - -14.20 0.22 125.45 0.42 - ----- ____ - _ 0.43 - - 0 42 -14.23 0.22 125:44 0.42 --- - 4.27 0.21 125.43 0.42 ---- ---- ----- ---- --_- 0.42 0.42 14.30 0.21 125.42 0.42 - ---- -- - _- 0.42 14.33 0.21 125.41 0.42 - -- ---_ -- _- - - 0.42 14.37 0.21 125.40 0.42 ----- ----- ----- ----- ----- - -� 0.42 4.40 0.21 125.39 0.42 ----- --- ----- ----- __- __-- 0.42 14.43 0.21 125.38 0.42 ---- -_- ____ _- -- 0.42 Continues on next page... Page 3 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Civ 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 14.47 0.20 125.36 0.42 ---- ---- --- __-- __-- -_ _-_ __-- 0.42 14.50 0.20 125.35 0.42 ----- ---- --- ----- ---- ----- ---- ----- 0.42 14.53 0.20 125.34 0.42 - --- --- - - -- - ----- 0.42 14.57 0.20 125.33 0.41 - -- - - - ----- -- -- 0.41 14.60 0.20 125.32 0.41 ----_ ____ ____ _____ _- __ -__ 0.41 14.63 0.20 125.31 0.41 -- --- ____ ___ ____ ____ -_- _____ 0.41 14.67 0.19 125.30 0.41 - - - - - - - --- 0.41 14.70 0.19 125.28 0.41 -- ---- - - - - - -- 0.41 14.73 0.19 125.27 0.41 -- ____ __- ____ __- ____ ..... 0.41 14.77 0.19 125.26 0.41 ---- --- -- ----- ---- -- --- ---- 0.41 14.80 0.19 125.25 0.41 --- -- --- - - - -- - 0.41 14.83 0.19 125.24 0.41 - - -- -- --- --_ _- - 0.41 14.87 0.18 125.23 0.41 ---- ---- ----- --- ----- --- ---- ----- 0.41 14.90 0.18 125.22 0.40 ---- --- ---- _-- _-- -_ 0.40 14.93 0.18 125.20 0.40 - - -- - - - -- - 0.40 14.97 0.18 125.19 0.40 -- - - -- - - - - 0.40 15.00 0.18 125.18 0.40 ---- ____ ___ _-_ _____ _-_ 0.40 15.03 0.18 125.17 0.40 ---- --- --_ _- ___ 0.40 15.07 0.17 125.16 0.40 - - - - - - - - 0.40 15.10 0.17 125.14 0.40 - -- -- - -- - - - 0.40 15.13 0.17 125.13 0.40 ---- --- --- --- - - -- ---- 0.40 15.17 0.17 125.12 0.40 ----- --- _-__ ____ ___ _-_ _-_ 0.40 15.20 0.17 125.11 0.39 - - - - - - - - 0.39 15.23 0.17 125.10 0.39 - - - - - - - - 0.39 15.27 0.16 125.09 0.39 --- -- -- _- _- __- 0.39 15.30 0.16 125.07 0.39 --- --- - - -- ---- -_ -_- 0.39 15.33 0.16 125.06 0.39 - - - - - - - - 0.39 15.37 0.16 125.05 0.39 - ---- - - - -- - - 0.39 15.40 0.16 125.04 0.39 ---- -- --_ -_ __- ____ -_ __- 0.39 15.43 0.16 125.02 0.39 --- --- -- _____ ____ _____ - _____ 0.39 15.47 0.15 125.01 0.39 - - - - - - - - 0.39 15.50 0.15 125.00 0.38 ---- - - -- - - - - 0.38 15.53 0.15 124.98 0.38 ---- --- - _- _____ _- -_ 0.38 15.57 0.15 124.96 0.38 ----- ---- _____ -_ ___ ---- 0.38 15.60 0.15 124.95 0.38 - - - - - - - - 0.38 15.63 0.15 124.93 0.38 - - -- -- - - - - 0.38 15.67 0.14 124.91 0.38 ----- ---- --- -- ----- _-- _____ 0.38 15.70 0.14 124.89 0.37 ---- ----- ---- -- ----- ---- --- --- 0.37 15.73 0.14 124.87 0.37 - - - - - -- - -- 0.37 15.77 0.14 124.85 0.37 - - -- -- - - - - 0.37 15.80 0.14 124.84 0.37 ---- --- _-- --- _-- -_- 0.37 15.83 0.14 124.82 0.37 ----- ---- ___-- __-- __-_ -__ . _____ 0.37 15.87 0.13 124.80 0.37 - - - - - - - - 0.37 15.90 0.13 124.78 0.36 - - - - - - - - 0.36 15:93 0.13 124'76 0.36 ----- ----- ----- ----- ----- 0.36 15.97 0.13 124.75 0.36 ----- ---- ----- --- __-- ---_ ----- ----- 0.36 16.00 0.13 124.73 0.36 - - - - - - - 0.36 16.03 0.12 124.71 0.36 - ---- - - - - - - 0.36 16.07 0.12 124.69 0.35 ----- 0.35 16.10 0.12 124.67 0.35 ---- -- ----- ---- - ---- ---_ ----- 0.35 16.13 0.12 124.66 0.35 --- - - - -- -_ - - 0.35 Continues on next page... Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfl1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.17 0.12 124.64 0.35 ----- ----- ---- _--- ----- ____ 0.35 16.20 0.12 124.62 0.35 ---- ---- __- --- -_-_ ---_- 0.35 16.23 0.12 124.60 0.35 -- --- _-- ---- - 0.35 16.27 0.12 124.58 0.34 ---- -- --_ _- -- 0.34 16.30 0.12 124.57 0.34 ----- --- --_ ----- -� 0.34 16.33 0.12 124.55 0.34 --- -- -_ ___ ____ ___ _ 0.34 16.37 0.12 124.53 0.34 - -- -__ - 0.34 16.40 0.12 124.51 0.34 -- _____ ____ ____ -_ 0 34 16.43 0.11 124.50 0.33 ---- ---- __- _-_ -__ 0.33 16.47 0.11 124.48 0.33 -- -- __-- --- _- - 0.33 16.50 0.11 124.46 0.33 - - ---- -- _ 0.33 16.53 0.11 124.45 0.33 --- ____ _____ --__ 0.33 16.57 0.11 124.43 0.33 --- ----- --- -- __- y 0.33 ---- ---- --- 6.60 0.11 124.41 0.33 --- ----- --- -- ---- - 0.33 16.63 0.11 124.40 0.32 ---- ---- --- -_ - - 0.32 --- 16.67 0.11 124.38 0.32 -- -- -- - _- 0.32 --_-- 0.32 16.70 0.11 124.36 0.32 ----- ----- _____ -- ----- � w --- ----- 16.73 0.11 124.35 0.32 --- -- _-_ ____ 0.32 16.77 0.11 124.33 0.32 -- -- -- _- - - 0.32 16.80 0.11 124.31 0.31 ---- - -- 0.31 16.83 0.11 124.30 0.31 --- --- __-- -__ _- 0.31 16.87 0.10 124.28 0.31 ---- -- __-_ -__ -_- --- 0.31 0.31 16.90 0.10 124.26 0.31 -- -_ _ �- 16.93 0.10 124.25 0.31 - - - - - 0.311 16.97 0.10 124.23 0.31 ---- ---__ _____ _- 0.3 17.00 0.10 124.22 0.30 --- -_ ____ -_ - 0.31 17.03 0.10 124.20 0.30 - --- - - 0.30 17.07 0.10 124.19 0.30 - ---- -- ---- 0.30 17.10 0.10 124.17 0.30 --- --- ---- --__ 0.30 0.30 7.13 0.10 124.15 0.30 ---- ----- --- ---- - 17.17 0.10 124.14 0.29 ---- --- - - - - 0.30 17.20 0.10 124.12 0.29 - -- - --- 29 17.23 0.10 124.11 0.29 ----- ___ ____ _ -_ 0.29 __ 0.29 17.27 0.10 124.09 0.29 --- --- -- --- -__ -_- -_- -- 0.29 17.30 0.09 124.08 0.29 ----- -- - - 0.29 17.33 0.09 124.06 0.28 ---- -- 0.28 17.37 0.09 124.05 0.28 ----- _--- ---- __-_ -� 0.28 ---- ----- ----- 40 0.09 124.03 0.28 ---- --- _- __-- 0.28 17.43 0.09 124.02 0.28 ---- -- -�- -_- 0.288 17.47 0.09 124.00 0.28 - ---- ---- 0.2 17.50 0.09 123.98 0.27 ---- --- -- --- - 0.28 ----- ----- ----- --- 17.53 0.09 123.95 0.27 -- ---- ___-- -__ ---- 0.27 17.57 0.09 123.91 0.27 ---- - _-� �- 0.27 17.60 0.09 123.88 0.26 ----- ----- 0.27 17:63 0.09 123.85 0.26 --_- -_-- ---- _ 026 7.67 0.09 123.82 0.25 --- ---- ---- - 0.26 17.70 0.09 123.79 0.25 -r _- - - 0.25 17.73 0.08 123.77 0.24 --- -- --- 0.24 17.77 0.08 123.74 0.24 ---- -__ __- _ -- __ �" 17.80 0.08 123.71 0.24 ----- _-__ _-___ - 0.24 17.83 0.08 123.68 0.23 -- ----- --__ -_ 0.23 Continues on next page... Page 5 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) eft ft cfs cfs cfs cfs cfs cfs cis cfs cfs cfs 17.87 0.08 123.66 0.23 ---- ----- ----- ----- 3 ____ ----- 0.2 17.90 0.08 123.63 0.22 ----- ----- ----- ---- ----- _____ 0.2 17.93 0.08 123.61 0.22 - ---- -- _ �- 0.22 17.97 0.08 123.58 0.22 -- --- --- 0.22 18.00 0.08 123.56 0.21 ----- ____ - 0.21 ----- ---- ---- 18.03 0.08 123.54 0.21 ---- ----- __-- _- __ 0.21 18.07 0.08 123.51 0.20 ---- ----- --_- -- 0.21 18.10 0.08 123.49 0.20 -- - - 0.20 18.13 0.08 123.47 0.20 ----- ----- __- -- ----- ----- ---- 0.20 18.17 0.08 123.45 0.19 --- ---_ _- - - 0.19 18.20 0.08 123.43 0.19 -- - - - -- - - 0.19 18.23 0.08 123.41 0.18 --- - -- 0.18 18.27 0.08 123.39 0.18 --- ---- -� _____ 0.18 30 0.08 123.37 0.18 - 0.1 18.33 0.08 123.36 0.17 8 --- --- --- -_ -� - 0.18 18.37 0.07 123.34 0.17 --- -- -- _- 0.17 18.40 0.07 123.32 0.16 ---- ---- ----- _ 0.16 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 4 Hydrograph type = Reservoir Peak discharge = 0.49 cfs Storm frequency = 25 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = rev. 11-02-07 Max. Elevation = 126.32 ft Max. Storage = 5,554 cuft Storage Indication method used. Outflow hydrograph volume=13,767 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.33 0.27 123.38 0.18 - -- - - - - - -- 0.18 11.37 0.28 123.39 0.18 - - - - - - - --_ 0.18 11.40 0.29 123.41 0.19 ----- ---- ---- --- ---- -_-- _-_ 0.19 11.43 0.31 123.43 0.19 -- --- --- ____ -_ _- __ __- 019 11.47 0.32 123.46 0.19 --- - - - - - - 0.19 11.50 0.33 123.48 0.20 - - - ____ ____ - - 0.20 11.53 0.36 123.50 0.20 --- -- --- --- --- -_- - _-_ 0.20 11.57 0.40 123.54 0.21 ---- - --- -- --- -- - -_- 0.21 11.60 0.48 123.58 0.21 - - - - - - - - 0.21 11.63 0.58 123.63 0.22 - - - - - - - - 0.22 11.67 0.68 123.70 0.23 --- - _____ ____ _� -__ _____ 0.23 11.70 0.80 123.79 0.25 --_ M_ -__ -_ -_ _- w_ __- 0.25 11.73 0.91 123.89 0.26 - - - - - - - - 0.26 11.77 1.04 124.01 0.28 -- - - - - - 0.28 11.80 1.17 124.07 0.29 ---- -- -� _- ___-_ -__ _-_ 0.29 11.83 1.31 124.15 0.29 -- ----- - - ___ _ ____ 0.29 11.87 1.46 124.23 0.31 -- - - - - - - - 0.31 11.90 1.61 124.33 0.32 --- - - - - - - --_ 0.32 11.93 1.87 124.44 0.33 ---- -- --- -- ----- - -� - 0.33 11.97 2.41 124.58 0.34 ---- -- _-_ ____ _____ ____ _____ 0.34 12.00 3.31 124.78 0.36 - - - - - - - 0.36 12.03 4.24 125.03 0.39 --- -- - - - - -_ -- 0.39 12.07 4.61 << 125.24 0.41 ---- -- -�. _____ -__ ___ 0.41 12.10 4.20 125.45 0.42 --- --- - - ___ __- 0.42 12.13 3.38 125.63 0.44 0.44 12.17 2.66 125.76 0.45 - - - - - - - 0.4 5 12.20 2.27 125.87 0.46 --- --- --- __-- __-_ -_ -___ 0.4 12.23 2.07 125.96 0.47 --- --- --- - ---- --_ -- -- 0.47 12.27 1.94 126.03 0.47 - - - - -^ - - - 0.47 12.30 1.81 126.08 0.47 - - - _____ ____ - - 0.47 12.33 1.67 126.12 0.48 ----- --- -_-- ____- ____- _____ _____ 0.48 12.37 1.52 126.16 0.48 -- --- -__ -_ �_ -__ ___ _ 0.48 12.40 1.38 126.20 0.48 -- - - - - - - 0.48 12.43 1.23 126.23 0.49 ---- - - _____ - - - 0.48 12.47 1.08 126.25 0.49 --- ---� ---- --- ---- _-- ___-_ 0.49 12.50 0.92 126.27 0.49- ----- ----- __� __�_ -_ ---- 0 49 12.53 0.78 126.28 0.49 --- - -_ -- - - - -- 0.49 12.57 0.68 126.29 0.49 - - -- -_- _� - 0.49 Continues on next page... 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 12.60 0.63 126.30 0.49 ---- ----- - ____ ___ _ -. _____ 0.49 12.63 0.61 126.30 0.49 ---- ----- ---- _-_ _____ r_ -_ 0.49 12.67 0.59 126.30 0.49 - - -- -- - -- _- 0.49 12.70 0.58 126.31 0.49 --- --- - - - -- - -- 0.49 12.73 0.56 126.31 0.49 ---- ---- -- _-_ ___ -. _____ 0.49 12.77 0.55 126.31 0.49 ---- ---- -- -- ---- --- - ----- 0.49 12.80 0.53 126.31 0.49 - - -- - --- - - - 0.49 12.83 0.51 126.32 0.49 - -- - -- - --_ _- 0.49 12.87 0.50 126.32 << 0.49 -- ---- ---- __-- -- _-- _-_ 0.49<< 12.90 0.48 126.32 0.49 ----- ----- ---- _-- _-- --__ _-_ _-_ 0.49 12.93 0.47 126.32 0.49 - - - - - - -- 0.49 12.97 0.45 126.31 0.49 - --- - - - - -- - 0.49 13.00 0.43 126.31 0.49 --- --- - ____ ___-- -__ -__ -_-_ 0.49 13.03 0.42 126.31 0.49 ----- -- ----_ �__ ____ 0.49 13.07 0.41 126.31 0.49 - - - - - -- --- - 0.49 13.10 0.40 126.30 0.49 - - - - - -- -__ 0.49 13.13 0.39 126.30 0.49 ----- - --- _____ ___ -_ 0.49 13.17 0.39 126.30 0.49 - --- -__ _____ __-- -_ -_ __- 0.49 13.20 0.39 126.29 0.49 - - - - - -- - -- 0.49 13.23 0.38 126.29 0.49 - - - - - - -- 0.49 13.27 0.38 126.29 0.49 ----- --- ---- --- ---- --- - ---- 0.49 13.30 0.37 126.28 0.49 -- - - - ----- -- 0.49 13.33 0.37 126.28 0.49 - - - - -- -� - --- 0.49 13.37 0.37 126.27 0.49 - - - - - -- - - 0.49 13.40 0.36 126.27 0.49 --- ---- -- __- _____ 0.49 13.43 0.36 126.26 0.49 --- ---- - _-- -- -_ 0.49 13.47 0.35 126.26 0.49 - - - - - -� - 0.49 13.50 0.35 126.25 0.49 --- - ---- - - - 0.49 13.53 0.35 126.25 0.49 ---- -- --- __-- -- --_ -__ _- 0.49 13.57 0.34 126.24 0.49 --- ---- ---- ----- ---- - - -- 0.49 13.60 0.34 126.24 0.49 - - - - - - - - 0.49 13.63 0.33 126.23 0.49 - - - - - - - - 0.49 13.67 0.33 126.23 0.49 ----- ---- --- - - - - -- 0.49 13.70 0.32 126.22 0.49 --- -- -- --- - - --- -- 0.49 13.73 0.32 126.22 0.49 - - - - -- -� - --- 0.49 13.77 0.32 126.21 0.48 - - - - --- - - 0.48 13.80 0.31 126.20 0.48 ----- -_- -- --_- ---_ -_ -__ -_ 0.48 13.83 0.31 126.20 0.48 - --- --- _-- - -_ _- 0.48 13.87 0.30 126.19 0.48 - -- - - - - - --_ 0.48 13.90 0.30 126.19 0.48 - - - - - -- --- ---- 0.48 13.93 0.29 126.18 0.48 ---- -- ___-- ___-- _-__ 0.48 13.97 0.29 126.17 0.48 ----- -- ----- -_- ---_ --___ -_ 0.48 14.00 0.29 126.16 0.48 ---- --- - - - -- - -- 0.48 14.03 0.28 126.16 0.48 - - ----- - -_-_ -- -- --__ 0.48 14.07 0.28 126.15 0.48 ----- --- - -_-- _-- _-_ -� 0.48 14.10 0.28 126.14 0.48 ---- ---- -_- _-- -___ ----- --_ __- 0.48 14.13 0.27 126.14 0.48 - - -- - --_ - - 0.48 14.17 0.27 126.13 0.48 - -- --- - --- - - 0.48 14.20 0.27 126.12 0.48 ---- ---- ---- -_- ----- ----- ---- -- 0.48 14.23 0.27 126.11 0.4$ ---- --- -- ----- ---- ---- ----- ----- 0.48 14.27 0.27 126.11 0.48 - ---- - - - - - 0.48 Continues on next page... Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 14.30 0.26 126.10 0.48 --- ---- ----- ----- --- ---- ---_ -_-- 0.48 14.33 0.26 126.09 0.48 ---- ----- ---- - -- ---- -- --_ 0.48 14.37 0.26 126.08 0.48 - ----- - - -- - -_ - 0.48 14.40 0.26 126.08 0.47 - - --- -- - - -- - 0.47 14.43 0.26 126.07 0.47 ----- ---- -- ----- _____ ----- -_-_ _-_ 0.47 14.47 0.25 126.06 0.47 --- ---- -- - __- 0.47 14.50 0.25 126.05 0.47 - - - - - - - - 0.47 14.53 0.25 126.04 0.47 ---- -- - - - - - - 0.47 14.57 0.25 126.04 0.47 ---- -- _-_ ____ ____ 0.47 14.60 0.24 126.03 0.47 - ----- ---- ----- ---- -- ---- --- 0.47 14.63 0.24 126.02 0.47 - -- - - - - - - 0.47 14.67 0.24 126.01 0.47 ---- ---- - - - - - - 0.47 14.70 0.24 126.00 0.47 --- ----- ___-- --- -____ -__ _-- 0.47 14.73 0.24 125.99 0.47 ---- ---- ---- --- --_ __-- 0.47 14.77 0.23 125.98 0.47 - - - - - -_ - - 0.47 14.80 0.23 125.97 0.47 - - - - - - - - 0.47 14.83 0.23 125.96 0.47 ---- -- -_ __-- _-_ -- _-_ 0.47 14.87 0.23 125.94 0.46 ----- -- -_ _____ ___ 0.46 14.90 0.23 125.93 0.46 - - - - - - - - 0.46 14.93 0.22 125.92 0.46 - - - - - - - - 0.46 14.97 0.22 . 125.91 0.46 -- -- - --- - ---_ --_ 0.46 15.00 0.22 125.89 0.46 -- - --- --- --- - -__ --_ 0.46 15.03 0.22 125.88 0.46 - - - - - - - 0.46 15.07 0.22 125.87 0.46 - - - - - - - - 0.46 15.10 0.21 125.86 0.46 ----- -- --- - - - - --__ 0.46 15.13 0.21 125.84 0.46 ----- -- ---- -- --- -- --_ __- 0.46 15.17 0.21 125.83 0.46 -- - - - - - - - 0.46 15.20 0.21 125.82 0.45 ---- - - - - - - 0.45 15.23 0.21 125.80 0.45 ----- --- -- �_ -_ - 0.45 15.27 0.20 125.79 0.45 - ----- _- _____ ___ -__ _- _-_ 0.45 15.30 0.20 125.78 0.45 - - - - - - - - 0.45 15.33 0.20 125.76 0.45 - - - - -- - _- - 0.45 15.37 0.20 125.75 0.45 -- --- -- _____ _-_ -__ 0.45 15.40 0.19 125.74 0.45 - -- -- ____ -__ _-_ 0.45 15.43 0.19 125.72 0.45 - - - - - - - - 0.45 15.47 0.19 125.71 0.45 - - - - - - - - 0.45 15.50 0.19 125.70 0.45 - ---- -- ____ __- . - _____ 0.45 15.53 0.19 125.68 0.44 -- ----- - ___ ____ -__ 0.44 15.57 0.18 125.67 0.44 - - - - - _ 0.44 15.60 0.18 125.66 0.44 - - - - - - 0.44 15.63 0.18 125.64 0.44 ---- - _-_ __- -- 0.44 15.67 0.18 125.63 0.44 --- --- --- _____ _____ - 0.44 15.70 0.18 125.61 0.44 ---- - -_ - - - - - 0.44 15.73 0.17 125.60 0.44 - - --_ - _- - - 0.44 15.77 0.17 125.59 0.44 ---- ----- -_-_ _- ___ _ -- _____ 0.44 15.80 0.17 125.57 0.43 ----- --- -_-- _____ -- -__ 0.43 15.83 0.17 125.56 0.43 - - -- - - - - - 0.43 15.87 0.16 125.54 0.43 --- - --- - - -- _- 0.43 15.90 0.16 125.53 0.43 ---- ---- --- ----- --- --__ -__ � 0.43 15.93 0.16 125.52 0.43 ---- ---- --- �- _____ -__ _____ 0.43 15.97 0.16 125.50 0.43 ---- - - - - - - - 0.43 Continues on next page... Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.00 0.16 125.49 0.43 --- _-_ ----- _-_ _____ _-_ 0.43 16.03 0.15 125.47 0.43 ----- --- -__ _-_ _- -_ 0.43 16.07 0.15 125.46 0.43 - ---- - -- -- - - - 0.43 16.10 0.15 125.44 0.42 - ---- -- - -- - - - 0.42 16.13 0.15 125.43 0.42 ----- --- ____ -___ _-_ _- 0.42 16.17 0.15 125.42 0.42 ---- ---- --- --- -- --- ---- --- 0.42 16.20 0.15 125.40 0.42 - ---- - - - --- - -- 0.42 16.23 0.15 125.39 0.42 -- -- - - -- - - 0.42 1.6.27 0.15 125.37 0.42 -_- ----- -- __- _____ _ _ 0.42 16.30 0.14 125.36 0.42 ---- ---- -___ ___ ____ _-_ 0.42 16.33 0.14 125.34 0.42 - - -- - -- - _- - 0.42 16.37 0.14 125.33 0.41 - - - - - - - - 0.41 16.40 0.14 125.31 0.41 ----- --- _- _- -__ __- 0.41 16.43 0.14 125.30 0.41 -- --- _-__ _- -__ - 0.41 16.47 0.14 125.29 0.41 - - - -- -- - - - 0.41 16.50 0.14 125.27 0.41 - - - - -_ - - - 0.41 16.53 0.14 125.26 0.41 ---- ----- --- ---- ----- -_ __- 0.41 16.57 0.14 125.24 0.41 ---- - -- ---- --- --__ _____ 0.41 16.60 0.14 125.23 0.41 - - - - -- - - - 0.41 16.63 0.14 125.22 0.40 - - - - - --_ - - 0.40 16.67 0.13 125.20 0.40 ---- --- ----- ----- _-_ _- 0.40 16.70 0.13 125.19 0.40 --- --- -- -_ -_ - _� 0.40 16.73 0.13 125.17 0.40 - - - -- - - - 0.40 16.77 0.13 125.16 0.40 - -- - - -- - - - 0.40 16.80 0.13 125.14 0.40 ---- -- -__ _____ __ 0.40 16.83 0.13 125.13 0.40 -- --- --_ _- _--- --- - ----- 0.40 16.87 0.13 125.12 0.40 - - - - - - - _- 0.40 16.90 0.13 125.10 0.39 - -- - - - - - 0.39 16.93 0.13 125.09 0.39 --- ---- ____ -__ __- -_ _ 0.39 16.97 0.13 125.07 0.39 -- ---- - ____ _- -_ -__ 0.39 17.00 0.13 125.06 0.39 - - - - - - - - 0.39 17.03 0.12 125.05 0.39 - - - - - - - 0.39 17.07 0.12 125.03 0.39 -- ----- - --- __-- ---- - _� 0.39 17.10 0.12 125.02 0.39 ----- ---- - --- -- -_ - _ 0.39 17.13 0.12 125.00 0.39 - - - - - - - - 0.39 17.17 0.12 124.99 0.38 - - -- - - _- 0.38 17.20 0.12 124.97 0.38 --- ---- -_ _-_ __ -_ 0.38 17.23 0.12 124.94 0.38 --- --- ---- - ---- - -- - 0.38 17.27 0.12 124.92 0.38 - - - - - --_ - - 0.38 17.30 0.12 124.90 0.38 - - - - - - - 0.38 17.33 0.12 124.88 0.37 ----- --- ____ ___ -__ -_ __- - 0.37 17.37 0.11 124.86 0.37 --- ---- -- - -- - -_ - 0.37 17.40 0.11 124.84 0.37 - --- - - -- - 0.37 17.43 0.11 124.82 0.37 ---- - - -- - --- - - 0.37 17.47 0.11 124.80 0.37 0.37 17.50 0.11 124.78 0.36 ---- ----- -- -- --- - - - 0.37 17.53 0.11 124.76 0.36 - - - - - - - - 0.36 17.57 0.11 124.74 0.36 - - - - -- - - - 0.36 17.60 0.11 124.72 0.36 ---- ----- - _-_ _ __- 0.36 17.63 0.11 124.71 0.36 ---- ----- -- _-_ ____ 0.36 17.67 0.11 124.69 0.35 - - - -- - -_ - -_ 0.35 Continues on next page... Page 5 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 17.70 0.10 124.67 0.35 ----- ----- ---- __-- ----- ----- ___ 0.35 17.73 0.10 124.65 0.35 ----- ---- _-__ ____ ____ _-_ 0.35 17.77 0.10 124.63 0.35 - - -- ____ -- -__ -_ -_ 0.35 17.80 0.10 124.61 0.35 - - -- ---- - -- -- -_ 0.35 17.83 0.10 124.59 0.34 ---- ---- _-__ ____ _____ _____ __- 0.34 17.87 0.10 124.57 0.34 -- ---- ---- ---- ----- ----- --- ---- 0.34 17.90 0.10 124.55 0.34 - - -- _____ - 0.34 17.93 0.10 124.53 0.34 - ---- ____ - _- - 0.34 17.97 0.10 124.51 0.34 ---- --- ___ ____ _� 0.34 18.00 0.10 124.50 0.33 ----- ---- ____ ____ __-_ -__ -- 0.33 18.03 0.10 124.48 0.33 - ----- -- - -- - - 0.33 18.07 0.09 124.46 0.33 - 0.33 18.10 0.09 124.44 0.33 ----- -_- ____ ___ �___ _- 0.33 18.13 0.09 124.42 0.33 --- -- -_- __-- __-__ _-_ 0.33 18.17 0.09 124.40 0.32 - -- - - -- -- -- -- 0.32 18.20 0.09 124.39 0.32 - - -- - - -- -- --__ 0.32 18.23 0.09 124.37 0.32 --- ---- -- --- -- _-- 0.32 18.27 0.09 124.35 0.32 - ---- -_ _- _-__ 0.32 18.30 0.09 124.33 0.32 -- - ---_ -- -� - -- 0.32 18.33 0.09 124.32 0.31 - - - -� --_ -- - -- 0.31 18.37 0.09 124.30 0.31 ----- ---- -- _____ ____ 0.31 18.40 0.09 124.28 0.31 ---- --- -- - -- ---_ _-- _-_ 0.31 18.43 0.09 124.26 0.31 - - - - - - -- 0.31 18.47 0.09 124.25 0.31 - - - -- - - - 0.31 18.50 0.09 124.23 0.30 ----- --- ----- --- ---- -_ -- 0.31 18.53 0.09 124.21 0.30 ---- ----- ___ _� _ 0.30 18.57 0.09 124.20 0.30 - --- - -- -- --_ - - 0.30 18.60 0.09 124.18 0.30 - - - -� -- -� - -- 0.30 18.63 0.09 124.16 0.30 --- --- -__ ____ ___ , -_ -_ 0.30 18.67 0.09 124.15 0.29 ---- --- --- ---- ---- --- -__ _-- 0.30 18.70 0.09 124.13 0.29 - -- - - -- - - 29 0.29 18.73 0.09 124.12 0.29 - - - -- -- -- - 0.29 18.77 0.09 124.10 0.29 --- --- -- __-- ----- _--_ __-- 0.29 18.80 0.09 124.08 0.29 ---- --- --- __-- ___-- _-- 0.29 18.83 0.09 124.07 0.29 - - - - - -_ -- --- 0.29 18.87 0.09 124.05 0.28 - - - ---- - -- 0.28 18.90 0.09 124.04 0.28 ---- ---- _-- _-- _-_ _-_ - 0.28 18.93 0.09 124.02 0.28 ---- ---- _-- _-- ___-_ -_- _ 0.28 18.97 0.09 124.01 0.28 - - -- - - -- - -- 0.2 8 19.00 0.09 123.99 0.27 - - - -___ - - - 0.28 19.03 0.09 123.95 0.27 ----- -- -_- _____ - -__ _ 0.27 19.07 0.09 123.92 0.27 ----- -- ___ _- _____ ____- ____ __- 0.27 19.10 0.09 123.89 0.26 ---- ---- __-- --_- -- -- 0.27 19.13 0.09 123.86 0.26 --- -- _____ -_ __ - - 0.26 19.17 0.09 123.83 0.25 ----- ---- ---- ---- -_- 0.25 19.20 0.08 123.80 0.25 ----- ----- --- ----- 0.25 19.23 0.08 123.77 0.24 - - - -� -� -- _ 0.24 19.27 0.08 123.74 0.24 -- ---- -- -- -- - - - 0.24 19.30 0.08 123.72 0.24 ---- ----- _-- __-_ _-_ _ _� 0.24 19.33 0.08 123.69 0.23 ----- ----- --- ----- -__ -__ _ 0.23 19.37 0.08 123.66 0.23 - - - - -� --__ -- 0.23 Continues on next page... Page 6 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D ExHl Outflow (hrs) cis ft cfs cfs cfs cfs cfs cfs cfs cis cfs cfs 19.40 0.08 123.64 0.22 --- ---- ---- ---- --- --- ----- -_-_ 0.22 19.43 0.08 123.61 0.22 ----- ----- -- ---- ----- ---- -- ---- 0.22 19.47 0.08 123.59 0.22 - - - - - -� - -- 0.22 19.50 0.08 123.57 0.21 - -- -- - --- --- 0.21 19.53 0.08 123.54 0.21 -- ---- ---- ---- ---- ----- ---_ _--- 0.21 19.57 0.08 123.52 0.21 -- ----- ----- ---- -- --- - ---- 0.21 19.60 0.08 123.50 0.20 - - - - - - -- --- 0.20 19.63 0.08 123.48 0.20 ---- -- - - -- - - - 0.20 19.67 0.08 123.46 0.19 ----- ---- ----- ---- -_-- - - -- 0.19 19.70 0.08 123.44 0.19 ----- ----- ----- ----- --- ---- --- --- 0.19 19.73 0.08 123.42 0.19 ---- ---- - - - - - - 0.19 19.77 0.08 123.40 0.18 - --- -- - -- - ---_ - 0.18 19.80 0.08 123.38 0.18 ---- --- ---- ---- ---- ---- --r ---- 0.18 19.83 0.08 123.37 0.17 --- ----- ---- ----- ----- -- - ---_ 0.17 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 4 Hydrograph type = Reservoir Peak discharge = 0.52 cfs Storm frequency = 50 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = rev. 11-02-07 Max. Elevation = 126.75 ft Max. Storage = 7,014 cuft Storage Indication method used. Outflow hydrograph volume=16,566 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C CIv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs eft cfs 11.13 0.26 123.40 0.18 - - - -- - - -_ - 0.18 11.17 0.28 123.42 0.19 - -- - - - - - - 0.19 11.20 0.29 123.44 0.19 --- --- -� -- __-__ 0.19 11.23 0.30 123.45 0.19 --- --- -- - --- --- - - 0.19 11.27 0.32 123.47 0.20 - - - - - - - 0.20 11.30 0.33 123.50 0.20 - - - - - -- - - 0.20 11.33 0.35 123.52 0.20 -- --- _-- _-- --_ -_ 0.20 11.37 0.36 123.55 0.21 -- - --- --- ---- -_-_ ----_ 0.21 11.40 0.38 123.57 0.21 - - - -- - - - - 0.21 11.43 0.39 123.60 0.22 - - - - -� - - 0.22 11.47 0.41 123.64 0.22 0.22 11.50 0.43 123.67 0.23 --- --- - - - --- - -- _ 0.23 11.53 0.45 123.71 0.24 - - - - - - - -11.57 0.51 123.75 0.24 - - - -- - - - 0.24 - 0.24 11.60 0.61 123.80 0.25 - ----- -_ _� __- � 0.25 11.63 0.73 123.88 0.26 --- --- ____ _-_ 0.2 11.67 0.86 123.97 0.27 - - - -- - - _--_ 0.26 11.70 1.00 124.04 0.28 - - - - __ - - 0 28. 11.73 1.14 124.10 0.29 -- - --- ___-_ 0.29 11.77 1.30 124.17 0.30 0.30 11.80 1.46 124.26 0.31 --- - - -� - - 0.31 11.83 1.62 124.35 0.32 - - - - -� - - - 0.32 11.87 1.80 124.46 0.33 --- -- _� _____ _-_ -__ - 0.33 11.90 1.98 124.58 0.34 0.34 11.93 2.28 124.72 0.36 - - - - -_- - - 0.36 11.97 2.94 124.90 0.38 - -- - - --__ - - 0.38 12.00 4.01 125.09 0.39 ---- -- _-_ _- -_ - 0.39 12.03 5.12 125.31 0.41 -- -- --- - --- --- -__ Y- 0.41 12.07 5.54 << 125.57 0.43 0.43 12.10 5.03 125.83 0.46 - -- - - -- - - - 0.46 12.13 4.04 126.03 0.47 --- ---- ____ _- _ 0.47 12.17 3.17 126.14 0.48 ---- ---- -_- _-_- __-_ _w 0.48 12.20 2.69 126.23 0.49 0.49 12.23 2.46 126.30 0.49 ---- - -- - -_ - - 0.49 12.27 2.30 126.37 0.50 -- _-- ____ -- __- ----- 0.50 12.30 2.14 126.43 0.50 --- --- _-_ -____ _-__ -- _____ __ 0.50 12.33 1.97 126.49 0.50 - -- - _____ -- 0.50 12.37 1.80 126.53 0.51 - - - -� - - - - 0.51 Continues on next page... Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Ell Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.40 1.63 126.58 0.51 ---- --- ____ ___ __ _-_ _ 0.51 12.43 1.45 126.61 0.51 -- --- ____ -__ --_- --_- 0 5 12.47 1.27 126.64 0.52 -- - --- -- ---_ ---- -- 0.51 12.50 1.09 126.67 0.52 ---- --- ---- ----- -� -- _- 0.52 12.53 0.92 126.69 0.52 ----- --- -- --- ----- -_ -_ _ 0.52 12.57 0.81 126.70 0.52 ---- -- --- ---- _-- -_ --__ 0.52 12.60 0.74 126.71 0.52 0.52 12.63 0.71 126.71 0.52 ---- - ____ _ 0.52 12.67 0.70 126.72 0.52 --- ---- ___-- _-_ _-- _- 0.52 12.70 0.68 126.73 0.52 0.52 12.73 0.66 126.73 0.52 - ---- -- -- -_ - 0.52 12.77 0.64 126.74 0.52 --- --- _-___ ____ _ 0.52 12.80 0.62 126.74 0.52 ---- --- _-- -_ _-___ 0.52 12.83 0.60 126.74 0.52 ---- - -- _--__ ___ -__ - 0.52 12.87 0.58 126.75 0.52 - --- - - -_-- - 0.52 12.90 0.57 126.75 0.52 - -- - - ---_ 0.52 12.93 0.55 126.75 0.52 -- --- -__ ____ ___ _w 0.52 12.97 0.53 126.75 << 0.52 --- -__ ---- -- 0.52« 13.00 0.51 126.75 0.52 --- -- --- -- - 0.52 13.03 0.49 126.75 0.52 ---- - - _ 0.52 13.07 0.48 126.75 0.52 --- --- ____ -- ----- 0.52 13.10 0.47 126.75 0.52 --- ---- __-_ ___ � _ 0.52 13.13 0.46 126.74 0.52 - - - ____ -- - - 0.52 13.17 0.46 126.74 0.52 - - ____ _ 0 52 13.20 0.45 126.74 0.52 -- ----- ----- ---__ __- w -_ 0.52 13.23 0.45 126.74 0.52 --- ----- ___ -_ __ _- -~ 0.52 13.27 0.44 126.73 0.52 -- - ____ --___ 0.52 13.30 0.44 126.73 0.52 -- - -- 0.52 13.33 0.43 126.73 0.52 -- -- _� _ -__ 0.52 13.37 0.43 126.72 0.52 - -- -___ _-- _- -__ 0 52 13.40 0.42 126.72 0.52 - -___ -- - 0.52 13.43 0.42 126.72 0.52 --- - ____ - 0 52 13.47 0.41 126.71 0.52 -- ----- -_ _-_ _-_ _- 0.52 13.50 0.41 126.71 0.52 ---- ---- _- -__ _-_ -_- _ - 0.52 13.53 0.40 126.71 0.52 - -- ____ -- -- ~- 0.52 13.57 0.40 126.70 0.52 --- - -- - -__- 0.52 13.60 0.39 126.70 0.52 ---- ---- -_ __- -_ _-_ 0.52 13.63 0.39 126.69 0.52 ----- -- _- __- __- _--- 0.52 13.67 0.38 126.69 0.52 ----- - --- -� --__ 0.52 13.70 0.38 126.68 0.52 ----- -- - ---- - 0.52 13.73 0.37 126.68 0.52 -- ---- -____ __-_ 0.52 13.77 0.37 126.67 0.52 ---- --- ____ _-- _-- _ 0.52 13.80 0.36 126.67 0.52 --- - -- -- -- _--__ - 0.52 13.83 0.36 126.66 0.52 - - -- 0 52 13.87 0.35 126.66 0.52 --- ---- ___ -_ _-_ ----- _- �- 0.52 13.90 0.35 126.65 0.52 ----- --- ---- ---_- --- _- - 0.52 13.93 0.34 126.64 0.52 - ---_ -� 0.52 13.97 0.34 126.64 0.52 ---- - ____ ___ 1 0.52 14.00 0.33 126.63 0.51 ----- -- �_ _-_ ____ 0.51 ---- 4.03 0.33 126.63 0.51 ----- ---- --- ----- ----- -_ ----- 0.51 14.07 0.33 126.62 0.51 --- -- _--_ --_- --__ -_ 0.51 Continues on next page... Page 3 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 14.10 0.32 126.61 0.51 --- --- ---- -- ---- ---- ---- ---- 0.51 14.13 0.32 126.61 0.51 ----- ---- --- -- ----- -- _-_ ____ 0.51 14.17 0.32 126.60 0.51 -- --- - - -- - ---- - 0.51 14.20 0.31 126.59 0.51 - -- - - --- - - - 0.51 14.23 0.31 126.58 0.51 ---- --- ----- --- ____ _- -__ ___- 0.51 14.27 0.31 126.58 0.51 ----- - - -- ----- -- --- ----- 0.51 14.30 0.31 126.57 0.51 - ----- - - - - - - 0.51 14.33 0.31 126.56 0.51 -- -- - -- - -- - ---- 0.51 14.37 0.30 126.56 0.51 -_- --- - -- --- --- -- ----_ 0.51 14.40 0.30 126.55 0.51 -- ----- - ---- --- - -- ----- 0.51 14.43 0.30 126.54 0.51 - - - - - - - -- 0.51 14.47 0.30 126.53 0.51 - - - - ----- - -- - 0.51 14.50 0.29 126.53 0.51 ----- -- -- --- -- ----- - ---- 0.51 14.53 0.29 126.52 0.51 -- --- - -- - ----- --- ----- 0.51 14.57 0.29 126.51 0.51 - -- - - - - - - 0.51 14.60 0.29 126.50 0.51 -- - ----- - ----- - ---- - 0.51 14.63 0.28 126.49 0.51 -- ---- - ----- ---- - ----- ---- 0.51 14.67 0.28 126.49 0.50 --- ----- - - --- - - --- 0.50 14.70 0.28 126.48 0.50 - - - -- -- - - - 0.50 14.73 0.28 126.47 0.50 - - - - - - - - 0.50 14.77 0.27 126.46 0.50 --- ---- --- --- --- --- --- --- 0.50 14.80 0.27 126.45 0.50 - -- --- - - - -- ----- 0.50 14.83 0.27 126.45 0.50 - - - - - - - -- 0.50 14.87 0.27 126.44 0.50 - - - - - - - - 0.50 14.90 0.26 126.43 0.50 --- --- -- -__ __- _____ _- ____ 0.50 14.93 0.26 126.42 0.50 --- --- --- -- -- ---- ---- ---- 0.50 14.97 0.26 126.41 0.50 - - - - - - -- - 0.50 15.00 0.26 126.40 0.50 - - - - - - - - 0.50 15.03 0.25 126.39 0.50 --- ---- - -- - -- ---- --- 0.50 15.07 0.25 126.39 0.50 --- -- -- -- ----- - -- -- 0.50 15.10 0.25 126.38 0.50 - - - - - - - - 0.50 15.13 0.25 126.37 0.50 - - - - - - - - 0.50 15.17 0.24 126.36 0.50. ----- -- - --- - - ----- ---- 0.50 15.20 0.24 126.35 0.49 ---- ----- --- --- ---- - ---- -- 0.49 15.23 0.24 126.34 0.49 - - - - - - - - 0.49 15.27 0.24 126.33 0.49 - - -- - --- - - - 0.49 15.30 0.23 126.32 0.49 -- --- ----- -- - - -- -- 0.49 15.33 0.23 126.31 0.49 ---- -- --_ ____ _____ _- ___- 0.49 15.37 0.23 126.30 0.49 - - - - - - - - 0.49 15.40 0.23 126.29 0.49 -- - - - - - ____ - 0.49 15.43 0.22 126.29 0.49 --- --- --- -- -__ - ---- ---- 0.49 15.47 0.22 126.28 0.49 -- -- ---- ----- -- -- --- ----- 0.49 15.50 0.22 126.27 0.49 - - - - - - - - 0.49 15.53 0.22 126.26 0.49 - - - - -___ -- - - 0_49 15.57 0.21 126.25 0.49 - --- --- -- ----- --- ---- ----- 0.49 15.60 0.21 126.24 0.49 ---- ----- ---- ---- ---_ ____ _- ____ 0.49 15.63 0.21 126.23 0.49 - - - - - - -- - 0.49 15.67 0.21 126.22 0.49 - - - - - -- -- - 0.49 15.70 0.20 126.21 0.48 --- ---- -- ---- ----- - --- ----- 0.48 15.73 0.20 126.20 0.48 0.48 15.77 0.20 126.19 0.48 - ---- - - - - -- - 0.48 Continues on next page... Page 4 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 15.80 0.20 126.18 0.48 ---- ----- _-- ___-- __-_ -_-_ _-_- 0.48 15.83 0.19 126.17 0.48 -- --- -__- -___ ----- _-__ _-- 0.48 15.87 0.19 126.16 0.48 - - - -- -- -- _� 0.48 15.90 0.19 126.15 0.48 - - _- _- ____ -- 0.48 15.93 0.19 126.14 0.48 -- ---- ____ _____ _- __- -__ 0.48 15.97 0.18 126.13 0.48 - -- -- -__ ___ ___ _-_ 0.48 16.00 0.18 126.12 0.48 -- - ---- --- -- 0.48 16.03 0.18 126.10 0.48 ----- ---- --- - __ -__ 0.48 16.07 0.18 126.09 0.48 ---- ---- --- ---- -- _- _ 0.48 16.10 0.18 126.08 0.48 - --- _-_- ___-- _-__ -_ 0.48 16.13 0.17 126.07 0.47 --- - - - -- 0.47 16.17 0.17 126.06 0.47 ---- -- _- _- - -_ _- 0.47 16.20 0.17 126.05 0.47 -- --- ____ _- _-_ -_ - 0.47 16.23 0.17 126.04 0.47 ----- ----- -_ ____ ____ _ 0.47 16.27 0.17 126.03 0.47 - ----- - - - _ 0.47 16.30 0.17 126.02 0.47 - ---- - - - - - 0.47 16.33 0.17 126.01 0.47 ---- ---- - ____ ____ -__ 0.47 16.37 0.17 126.00 0.47 -- --- -- ___ ____ - 0.47 16.40 0.17 125.98 0.47 0.47 16.43 0.16 125.96 0.47 - --- ____ -- - -_ - 0.47 16.47 0.16 125.95 0.46 ----- --- ____ 0.46 16.50 0.16 125.93 0.46 ---- -- -- -- ---- -- -__ - 0.46 16.53 0.16 125.92 0.46 - - - - -- - - - 0.46 16.57 0.16 125.90 0.46 - --- - -- _- - 0.46 16.60 0.16 125.88 0.46 --- ----- ---- -- -- -- -_ 0.46 16.63 0.16 125.87 0.46 - --- ____ -- _-- _ 0.46 16.67 0.16 125.85 0.46 -- - - - - -- - _ 0.46 16.70 0.16 125.84 0.46 - - -- - - - - 0.46 16.73 0.15 125.82 0.45 ----- 0.45 16.77 0.15 125.81 0.45 --- -- ----- -- _ __- -__ 0.45 16.80 0.15 125.79 0.45 - ---- - -- - - - '- 0.45 16.83 0.15 125.77 0.45 --- --- ---- - - - 0.45 16.87 0.15 125.76. 0.45 ---- ---- --- -_- __- _- - 0.45 16.90 0.15 125.74 0.45 --- ---- -- -- --- _-- _- - 0.45 16.93 0.15 125.73 0.45 - - - -- _- - -' 0.45 16.97 0.15 125.71 0.45 ---- ---- -- --- - - - - 0.45 17.00 0.15 125.69 0.44 -- --- -_ ____ ____ _-_ - ---- 0.44 17.03 0.14 125.68 0.44 ---- -- _____ _____ ____ _- _-_ ----- 0.44 17.07 0.14 125.66 0.44 --- -_ - ____ - - 0.44 17.10 0.14 125.65 0.44 ---- -- -- -- - ____ - -' 0.44 17.13 0.14 125.63 0.44 ---- --- __- ----- 0.44 17.17 0.14 125.62 0.44 ---- ---- _- _____ _- -_ _-_ 0.44 17.20 0.14 125.60 0.44 - - _- -_ 0.44 17.23 0.14 125.58 0.44 - - - ____ -_ -' 0.44 17.27 0.14 125.57 0.43 -- --- _-_- _-_ _ 0.43 17.30 0.14 125.55 0.43 -- --- ____ _- _ - 0.43 17.33 0.13 125.54 0.43 ---- - - -- -- - 0.43 17.37 0.13 125.52 0.43 - - -- --- -_ - 0.43 17.40 0.13 125.51 0.43 ---- ----- -- ___ _ -_ _ _ 0.43 17.43 0.13 125.49 0.43 -- ----- -__ ____ __ - 0.43 17.47 0.13 125.47 0.43 ---- -- -- - - - -- - 0.43 Continues on next page... Page 5 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EA1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.50 0.13 125.46 0.43 --- ----- ---- __-_ _____ _____ ----- 0.43 17.53 0.13 125.44 0.42 --- -- - ---- -_- ---- --- ----- 0.42 17.57 0.13 125.43 0.42 - -- - -- -- - - - 0.42 17.60 0.13 125.41 0.42 - --- - - _---- __-_ 0.42 17.63 0.12 125.40 0.42 ----- --- ---- -- _- _ -- 0.42 17.67 0.12 125.38 0.42 -- --- ---- --- -- --- --_- -- 0.42 17.70 0.12 125.36 0.42 - -- - - - - -- ---_ 0.42 17.73 0.12 125.35 0.42 -- - - - ----- - -_ -- 0.42 17.77 0.12 125.33 0.41 -- ---- --- ----- ---- --- ---_ __-- 0.41 17.80 0.12 125.32 0.41 --- ---- ---- ----- --- --- ---- -- 0.41 17.83 0.12 125.30 0.41 - - - - - --- - - 0.41 17.87 0.12 125.29 0.41 - - --- -- -- - - - 0.41 17.90 0.12 125.27 0.41 -- --- -- -- ---- -- --- ----- 0.41 17.93 0.11 125.26 0.41 - ---- - -- -- -- -_ ___-- 0.41 17.97 0.11 125.24 0.41 - -- - - - --__ - 0.41 18.00 0.11 125.23 0.41 - - - - --- - -- - 0.41 18.03 0.11 125.21 0.40 --- ---- -- _____ ____ ___ -_ 0.40 18.07 0.11 125.19 0.40 --- --- ---- -- -_- _ _-_ 0.40 18.10 0.11 125.18 0.40 - - - - - - - ---- 0.40 18.13 0.11 125.16 0.40 - - - - - - - -- 0.40 18.17 0.11 125.15 0.40 ----- ----- -- -__ _____ _ __- 0.40 18.20 0.11 125.13 0.40 --- --- --- - -- __ 0.40 18.23 0.11 125.12 0.40 - - - - - - -� -- 0.40 18.27 0.11 125.10 0.39 - - - - - - - - 0.39 18.30 0.11 125.09 0.39 ---- --- - _____ __- __ _-_ 0.39 18.33 0.11 125.07 0.39 --- ---- -_ __-- __-- ____ -- 0.39 18.37 0.11 125.06 0.39 - - - - - - -- - 0.39 18.40 0.11 125.04 0.39 --- - - - - - - - 0.39 18.43 0.11 125.03 0.39 ----- ---- -- ---- ---- -- - ---- 0.39 18.47 0.11 125.01 0.39 ----- - -- ____ -__ ___ _- ----- 0.39 18.50 0.11 125.00 0.38 - - - - - - - 0.38 18.53 0.11 124.98 0.38 - - - - _- - - --- 0.38 18.57 0.10 124.95 0.38 -- -- - -__ _-- -_ _-_ _- 0.38 18.60 0.10 124.93 0.38 -- --- --- -- - -_ _-_ _-_- 0.38 18.63 0.10 124.91 0.38 - - - - - - - -- 0.38 18.67 0.10 124.89 0.37 - - -- - - - - - 0.37 18.70 0.10 124.87 0.37 --- ---- ___ _____ __- _- -__ _- 0.37 18.73 0.10 124.85 0.37 --- ----- -_ - __- ___ _-_ 0.37 18.77 0.10 124.83 0.37 - - - - - - - - 0.37 18.80 0.10 124.81 0.37 - --_ --- - - - _- 0.37 18.83 0.10 124.79 0.36 - ---- - _- ____ ___ _-_ 0.36 18.87 0.10 124.77 0.36 --- --- -- ----- --__ -- -__ 0.36 18..90 0.10 124.74 0.36 - -- - ---- ----- - -__ -- 0.36 18.93 0.10 124.72 0.36 - -- - - - - - -_ 0.36 18.97 0.10 124.70 0.36 --- ---- --- ___-- _-- _-_ --__ _- 0.36 19.00 0.10 124.68 0.35 --- ---- ---- ____ _____ __- 0.35 19.03 0.10 124.67 0.35 - - ----- - -- -- _- - 0.35 19.07 0.10 124.65 0.35 - ---- -- - - -- -- -- 0.35 19.10 0.10 124.63 0.35 ----- ---- --_ _-- _-- _-__ --- ----- 0.35 19.13 0.10 124.61 0.35 ---- -- ____ ----- _____ --__ ----- 0.35 19.17 0.10 124.59 0.34 - -- -_ _____ -_ ____ -_ 0.34 Continues on next page... Page 6 Hydrograph Discharge Table Time Inflow Elevation CIv A CIv B CIv C CIv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) ds ft cfs cfs ds cfs cfs ds cfs cfs cfs cfs 19.20 0.10 124.57 0.34 --- --- ----- ----- -___ _-__ ____ ____ 0.34 19.23 0.10 124.55 0.34 ---- ----- ----- ---- --- ---- ----- ---- 0.34 19.27 0.10 124.53 0.34 - ----- --_ ---_ ____ - - 0.34 19.30 0.10 124.51 0.34 - -- _____ �_ _^ _- 0 34 19.33 0.10 124.49 0.33 --- ---- ___ _-_ __- 0.33 19.37 0.10 124.47 0.33 -- --- --- _-- __-- __-- 0.33 19.40 0.10 124.46 0.33 -- - _____ ____ -� - -� 0.33 19.43 0.10 124.44 0.33 ---- - --- -- -___ -- 0.33 19.47 0.10 124.42 0.33 ---- ----- _-__ _� _____ _- 0.33 19.50 0.10 124.40 0.32 ----- --- -- -__ ____ -_ 0.32 19.53 0.10 124.38 0.32 - - �_ _____ -__ - 0.32 19.57 0.09 124.37 0.32 --- - ____ _____ _____ - - - 0.32 19.60 0.09 124.35 0.32 ----- -- -___ _____ ___ _- _____ __- 0.32 19.63 0.09 124.33 0.32 -- --- -_-- -� _-- - 0.32 19.67 0.09 124.31 0.31 - -- ____ ____ - 0.31 19.70 0.09 124.30 0.31 - - -- --- -_ -- - - 0.31 19.73 0.09 124.28 0.31 --- ---- �_ ____ _- -__ 0.31 19.77 0.09 124.26 0.31 - -- --- _ ---- -- -- --- ----_ 0.31 19.80 0.09 124.25 0.31 - -- - ---- ____ -� -- ---_ 0.31 19.83 0.09 124.23 0.30 - - - - -� -- - -- 0.31 19.87 0.09 124.21 0.30 --- ---- _-- _-- __-__ -_ 0.30 19.90 0.09 124.20 0.30 --- -- ----- - --r __- -__ 0.30 19.93 0.09 124.18 0.30 - - - - -� -� - -� 0.30 19.97 0.09 124.16 0.30 - - -- - -- -� -� 0.30 20.00 0.09 124.15 0.29 -- -- _-- _-_ __- ____ 0.30 20.03 0.09 124.13 0.29 ---- --- -- _-- _-- 0.29 29 20.07 0.09 124.12 0.29 - - - - -� - - 0.29 20.10 0.09 124.10 0.29 - - - - --- - 0.29 20.13 0.09 124.08 0.29 ---- --- --- __-- - - -__ 0.29 20.17 0.09 124.07 0.29 -- -- _____ __-- -- -- 0.29 20.20 0.09 124.05 0.28 - - - - ---- - - 0 28 20.23 0.09 124.04 0.28 - - - - -� - - �- 0.28 20.27 0.09 124.02 0.28 --- --- - _-_- -___ _-_ _-_ 0.28 20.30 0.09 124.01 0.28 ---- -- _-_ -_ -__ _- -__ 0.28 20.33 0.09 123.99 0.27 - ---_ ____ - _____ - - 0 27 20.37 0.09 123.95 0.27 - - - - ---_ ---_ - 0.27 20.40 0.09 123.92 0.27 ---- ---- _-- __-- -__ ----- 0.27 20.43 0.09 123.89 0.26 ---- --- _-- _-- _-_ -_-_ 0.26 20.47 0.09 123.86 0.26 - - - _____ -- -- 0.26 20.50 0.09 123.83 0.25 - ---- - - ----- - -- ---- 0.25 20.53 0.09 123.80 0.25 - ---- __-- __-- _-_ __-- 0.25 20.57 0.08 123.77 0.25 - --- -_ -_ _ -_ _- _- 0.25 20.60 0.08 123.74 0.24 ----- --- _-- -- -____ - -- 0:24 20.63 0.08 123.72 0.24 - -- - -- �_ - - 0.24 20.67 0.08 123.69 0.23 ---- --- -____ _____ _- 0.23 20.70 0.08 123.66 0.23 --- - -____ ____ ___ __- 0.23 20.73 0.08 123.64 0.22 - -- ----- __- -___ -� 0.22 20.77 0.08 123.61 0.22 - - _____ __-- --_ -- -- 0.22 20.80 0.08 123.59 0.22 -- ---- _-- _-___ __- _-_ 0.22 20.83 0.08 123.57 0.21 ---- ---- --- ---- -- ---- ---- ----- 0.21 20.87 0.08 123.54 0.21 -- - - -_ __ - 0.21 Continues on next page... Page 7 Hydrograph Discharge Table Time Inflow Elevation CIv A Clv B Civ 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 20.90 0.08 123.52 0.21 ---- ----- ----- ---- ----- _ 0.21 20.93 0.08 123.50 0.20 0.20 20.97 0.08 123.48 0.20 - - ---__ ____ --__ --___ 0.20 21.00 0.08 123.46 0.19 --- --- -- _-_-- -- _-_ 0.19 21.03 0.08 123.44 0.19 ---- - ----- __-_ -__ __- ----- 0.19 21.07 0.08 123.42 0.19 ---- ----- -- ----- -- --- --_ ----- 0.19 21.10 0.08 123.40 0.18 --- -- -___ -_ -__ _- 0.18 ...End Hydrograph Report Page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 4 Hydrograph type = Reservoir Peak discharge = 0.55 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow hyd. No. = 1 Reservoir name = rev. 11-02-07 Max. Elevation = 127.17 ft Max. Storage = 8,559 cuft Storage Indication method used. Outflow hydrograph volume=19,434 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 10.97 0.28 123.46 0.19 - - - - - - - 0.19 11.00 0.28 123.48 0.20 ---- --- - 0.20 11.03 0.29 123.49 0.20 ---- ----- -- ----- -__ - 0.20 11.07 0.30 123.51 0.20 ----- --- -- -- _-_ - - 0.20 11.10 0.31 123.53 0.21 --- - - - - - - - 0.21 11.13 0.33 123.55 0.21 -- - - - - - - - 0 21 11.17 0.34 123.57 0.21 --- --- _-_ _____ - 0.21 11.20 0.36 123.59 0.22 -- - -- -- - 0.22 11.23 0.38 123.62 0.22 - - - - - - 0 22 11.27 0.39 123.65 0.23 - - - - -- - - - 0.23 11.30 0.41 123.68 0.23 -- ---- - _-_ - 0.23 11.33 0.43 123.71 0.24 -- ----- ---- -- -� - - 0.24 11.37 0A5 123.74 0.24 --- - - - - - - 0.24 11.40 0A6 123.78 0.25 - - - - - - - 0 25 11.43 0.48 123.82 0.25 ---- --- _� ___ -__ r_ - 0.25 11.47 0.50 123.86 0.26 ----- - _-_- -__ - _--- 0.25 11.50 0.52 123.91 0.26 -- - - - - - - - 0.26 11.53 0.55 123.95 0.27 - - - - - _ - 0 27 11.57 0.62 124.00 0.28 ----- ----- -- __-_ __- - - 0.28 11.60 0.74 124.04 0.28 -- -- _� _____ __- 0.28 11.63 0.88 124.08 0.29 - - - - - - 0 29.29 .29 11.67 1.04 124.13 0.29 - - - - - - - - 0 11.70 1.21 124.20 0.30 ---- --- ___ _-_ __- - - 6 11.73 1.38 124.27 0.31 ----- -- --- - ---_ _- - -� 0.31 30 11.77 1.56 124.36 0.32 - - - - - - 0.32 11.80 1.75 124.47 0.33 - --- ___ - - - - 0 3333 11.83 1.95 124.58 0.34 ---- ____ ____ _- _-_ __- 0. 11.87 2.15 124.72 0.36 ---- --- --- -- --- -- _ - 0.34 11.90 2.36 124.87 0.37 --- - - - - -' _ 0.36 11.93 2.71 125.02 0.39 ---- - - - - - - - 0.37 11.97 3.48 12517 0.40 _�_ _ ----- - 12.00 4.73 125.36 0.42 ---- - _ ' - - ---' 0.40 ---- ---- ----- ----- -�- 0.42 12.03 6.02 125.62 0.44 - - - ____ --�-- 0 44 12.07 6.49 << 125.93 0.46 --- - --- - - - - - 0.4 12.10 5.87 126.15 0.48 ----- --- __-- _-- -__ _ 0.46 2.13 4.70 126.33 0.49 -- ---- ---- ---- _____ _ 0.48 12.17 3.68 126.46 0.50 - - - - - - 0.50 12.20 3.12 126.56 0.51 - ----- - - - -__ - 0.51 Continues on next page... Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Exfl1 Outflow (hrs) ds ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.23 2.85 126.65 0.52 ---- --- __-- ---- ----- _-_ 0.52 12.27 2.66 126.73 0.52 ---- ---- -- -- -_-_ - ---_ --- 0.52 12.30 2.47 126.80 0.53 - - - - - - -� _ 0.53 12.33 2.28 126.87 0.53 - - - -_ - -_ - 0.53 12.37 2.08 126.93 0.53 --- ---- ____ ___ _-_ - 0.53 12.40 1.88 126.98 0.54 ---- __-_ -- _____ 0.54 12.43 1.67 127.02 0.54 - ----- - - _____ - - 0.54 12.47 1.46 127.05 0.54 -- - ____ ____ _ - - 0 54 12.50 1.25 127.07 0.54 --- -- ___ _- __ 0.54 12.53 1.06 127.09 0.55 -- --- ___ -__ ____ 0.54 12.57 0.93 127.10 0.55 - ---- - -- - - - 0.55 12.60 0.86 127.11 0.55 - -- - - - -_ -_ - 0.55 12.63 0.82 127.12 0.55 ---- ----- __-- _-- - -__ - 0.55 12.67 0.80 127.12 0.55 ----- --- _-- --- _-- __-- ____ 0.55 12.70 0.78 127.13 0.55 - - - - - - - - 0.55 12.73 0.76 127.14 0.55 0 55 12.77 0.74 127.14 0.55 T--- -- __-- ___-- _-__ _- _ 0.55 12.80 0.72 127.15 0.55 ---- -- --- --_ -_ -_ 0.55 12.83 0.69 127.15 0.55 - - --- - --- - - -- 0.55 12.87 0.6.7 127.16 0.55 - - - - -_ - - 0.55 12.90 0.65 127.16 0.55 0.55 12.93 0.63 127.16 0.55 ---- ---- - -- --___ _- _- _ _ 0.55 12.97 0.61 127.16 0.55 - --- -- - - - - 0.55 13.00 0.58 127.16 0.55 ---- - -_-_ - _- - - 0.55 13.03 0.56 127.16 0.55 ----- -- ___ _____ _____ 0.55 13.07 0.55 127.17<< 0.55 0.55 << 13.10 0.54 127.16 0.55 - - - - - - - - 0.55 13.13 0.53 127.16 0.55 -- - - - - - - 0.55 13.17 0.53 127.16 0.55 - --- -- __-- --_ - 0.55 13.20 0.52 127.16 0.55 --- ---- _-- - -_-__ - - 0.55 13.23 0.51 127.16 0.55 - --- - - - - - 0.55 13.27 0.51 127.16 0.55 - ---- - - - _- - - 0.55 13.30 0.50 127.16 0.55 -- -- _-- ---- --_ - 0.55 13.33 0.50 127.16 0.55 -- -- _-- -_ __- -- 0.55 13.37 0.49 127.16 0.55 - - - - - -- - - 0.55 13.40 0.49 127.15 0.55 - -- -- - - -� - - 0.55 13.43 0.48 127.15 0.55 - -- -__ ____ -_ - 0.55 13.47 0.47 127.15 0.55 - --- ____ -_ __- - 0.55 13.50 0.47 127.15 0.55 - ---- - - - - - _ 0.55 13.53 0.46 127.15 0.55 - ----- - - -� - - 0.55 13.57 0.46 127.14 0.55 --- ---- __- ____ _ -_ - 0.55 13.60 0.45 127.14 0.55 - ___ -_ - -_ -- 0.55 13.63 0.45 127.1.4 0.55 ---- -- - - -- _- __- M� 0.55 1367 0.44 127.14 0 55 ---- -_ 0.55 13.70 0.43 127.13 0.55 ---- ---- ____ ____ - 0.55 13.73 0.43 127.13 0.55 --- -- -_-- _-- -_- -� ___ -13.77 0.42 127.13 0.55 - -- - --- - -� 0.55 - 0.55 13.80 0.42 127.12 0.55 ---- ---- ---- ____ _- 0.55 13.83 0.41 127.12 0.55 ---- ----- ___ _- __ 0.55 13.87 0.41 127.11 0.55 --- --- _____ _____ _ 0.55 13.90 0.40 127.11 0.55 --- - -- ____ - _- 0.55 Continues on next page... 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 13.93 0.39 127.11 0.55 --- ----- ----- 0.55 13.97 0.39 127.10 0.55 ----- --- _-_ ___ _- _-_ _ 0.55 14.00 0.38 127.10 0.55 - --- - _--_ ___ - - 0.55 14.03 0.38 127.09 0.55 -- --- - - - - 0 55 14.07 0.37 127.09 0.55 ---- ----- -- -- _____ _-_ - 0.55 4.10 0.37 127.08 0.55 ----- ----- --- -- ---_ --- - 0.55 14.13 0.37 127.08 0.54 - - - - - 0 54 14.17 0.36 127.07 0.54 --- - _____ - - - 0 54 14.20 0.36 127.07 0.54 --- -- -- ___ __- 0.54 4.23 0.36 127.06 0.54 ---- -- _- ____ -__ 0.54 14.27 0.35 127.06 0.54 ---_ ____ - - - _- 0.54 14.30 0.35 127.05 0.54 - - _____ _- - - 0 54 14.33 0.35 127.05 0.54 ---- ---- _- ____ 0.54 14.37 0.35 127.04 0.54 --- ----- ----- --- --- -_-- -� 0.54 14.40 0.34 127.04 0.54 - - - - - - -� 0.54 14.43 0.34 127.03 0.54 -_ _____ _- - - - - 0 54 14.47 0.34 127.02 0.54 ---- ----- --- --- --- -- -__ - 0.54 14.50 0.34 127.02 0.54 -- - - -- --_ - 0.54 14.53 0.33 127.01 0.54 - - - ____ - - 0 54 14.57 0.33 127.01 0.54 - - - - 0 54 14.60 0.33 127.00 0.54 -- - _� ____ __ 0.54 14.63 0.32 126.99 0.54 --- - ---- -- -- -- 0.54 14.67 0.32 126.99 0.54 - - ____ - --- 0.54 14.70 0.32 126.98 0.54 - -- - - _- _- 0 54 14.73 0.32 126.97 0.54 ----- - �__ _____ __- -__ __- 0.54 14.77 0.31 126.96 0.54 --- --- --- ----_ ----_ _-- _-- 0.54 14.80 0.31 126.95 0.54 - - - - _ 0 54 14.83 0.31 126.95 0.54 - - - - - - 0 54 14.87 0.30 126.94 0.54 -- --- ____ ___ -_ - 0.54 14.90 0.30 126.93 0.54 ----- - -_ -__ -_ - -_ - 0.54 14.93 0.30 126.92 0.53 - - - - -_ - - - 0.53 14.97 0.30 126.91 0.53 - - - - - - - - 0.53 15.00 0.29 126.90 0.53 ----- -- �__ ___ _- _-_ - - 0.53 15.03 0.29 126.89 0.53 -- ---- ---- -- --- --_ _ - 0.53 15.07 0.29 126.89 0.53 - - - - - - - - 0.53 15.10 0.28 126.88 0.53 --- -- - - - - - - 0.53 15.13 0.28 126.87 0.53 ---- - __-- _____ - 0.53 15.17 0.28 126.86 0.53 - ---- -- ----- - 0.53 15.20 0.28 126.85 0.53 - - - - - - - 0.53 15.23 0.27 126.84 0.53 - - - ____ -- - 0.53 15.27 0.27 126.83 0.53 ---- ---- _-- _____ -- - 0.53 15.30 0.27 126.82 0.53 --- ---- _-_ _� _- ~--- 0.53 15.33 0.26 126.81 0.53 - - - ---_ - M 0.53 15.37 0.26 126-80 0.53 - - - - - - 0.53 15.40 0.26 126.79 0.53 ---- --- --- - ---_ - 0.53 15.43 0.26 126.79 0.53 ---- ----- --- ---- -� _- _ 0.53 15.47 0.25 126.78 0.52 - - - - -- - - 0.52 15.50 0.25 126.77 0.52 - - - - - - - 0 52 15.53 0.25 126.76 0.52 -- ---- �__ ____ 0.52 5.57 0.24 126.75 0.52 ---- --- -- ----- ---- 0.52 15.60 0.24 126.74 0.52 - - - - -__ - - -_- 0.52 Continues on next page... Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 15.63 0.24 126.73 0.52 ----- ----- ----- ---- _____ 0.52 15.67 0.24 126.72 0.52 ---- ----- ----- --- ----- ---- --- -__-- 0.5� 15.70 0.23 126.71 0.52 - - ____ _--_ -- 0.52 15.73 0.23 126.70 0.52 ---- - ____ -_-_ -- �- 0.52 15.77 0.23 126.69 0.52 ---- --- ---- ---- -- -� 0.52 15.80 0.22 126.67 0.52 0.52 15.83 0.22 126.66 0.52 - ---- _____ _____ --___ _ 0.52 15.87 0.22 126.65 0.52 - - _____ - -___ 0.52 15.90 0.22 126.64 0.52 --- ----- --- _____ ____ _____ _ 0.52 15.93 0.21 126.63 0.51 --- ---- ---- --_-- ---- ----- ----- 0.51 15.97 0.21 126.62 0.51 - -_ --___ 0.51 16.00 0.21 126.61 0.51 --- - ____ __- __ __ 0 51 16.03 0.20 126.60 0.51 ----- -- _____ ___ _--- -____ _� 0.51 16.07 0.20 126.59 0.51 _ 0.51 16.10 0.20 126.58 0.51 - - _____ ____ --_ _ 0.51 16.13 0.20 126.57 0.51 -- - ____ -- -� - 0.51 16.17 0.20 126.56 0.51 ----- -- ____ ____ _� 0.51 16.20 0.20 126.54 0.51 --- -- ----- ---- ---- -� �_ 0.51 16.23 0.19 126.53 0.51 -- -- --_- -_ -- _ 0.51 16.27 0.19 126.52 0.51 0.51 16.30 0.19 126.51 0.51 ----- --- �_ _____ �- _� 0.51 16.33 0.19 126.50 0.51 --- ----- ----- --__- --_ �_ 0.51 16.37 0.19 126.49 0.50 - - - --__ _ ____ 0.50 16.40 0.19 126.48 0.50 - --- - -� _-- 0.50 16.43 0.19 126.47 0.50 ---- ---- �__ _� 0.50 16.47 0.1:9 126.45 0.50 ---- -- --- -_-- --_ -� -� _ _ 0.50 16.50 0.18 126.44 0.50 ---- - - - - -� 0.50 16.53 0.1°8 126.43 0.50 - - - -- - -� 0.50 16.57 0.18 126.42 0.50 ---- -- --- ---__ ___ 0.50 16.60 0.18 126.41 0.50 --- --- --- __-- -_ w 0.50 16.63 0.18 126.40 0.50 - - - - -_� w 0.50 16.67 0.18 126.39 0.50 - --- - -_-_ -� - 0.50 16.70 0.18 126.38 0.50 _ 0.50 16.73 0.18 126.36 0.50 -- ____ __� 0.50 16.77 0.17 126.35 0.49 0.49 16.80 0.17 126.34 0.49 ---- - -- -_- -_ - 0.49 16.83 0.17 126.33 0.49 ----- ----- �_ __-- - 0.49 16.87 0.17 126.32 0.49 ---- -- w_ w-- 0.49 16.90 0.17 126.31 0.49 - - - - ---_ r~ 0.49 16.93 0.17 126.30 0.49 - - --- _--_ 0.49 16.97 0.17 126.28 0.49 ----- ---- _-- --- _ 0.49 17.00 0.17 126.27 0.49 -- -_ _-_- __-- -�- -__ _____ 0.49 17.03 0.16 126.26 0.49 - - ___ ____ 0.49 17.07 0.16 126.25 0.49 - -- -_- - -- _- 0.49 17.10 0.16 126.24 0.49 --- --- _____ ___ _ 0.49 17.13 0.16 126.23 0.49 - -- __-- --- ----- _ 0.49 17.17 0.16 126.21 0.48 - - - - - r 0.48 17.20 0.16 126.20 0.48 ---- - �__ _____ 0 48 17.23 0.16 126.19 0.48 ---- ----- ---- ----- _____ _ y 0.48 17.27 0.16 126.18 0.48 -- --- ___-- ---- ----- --___ _ 0.48 17.30 0.15 126.17 0.48 - _- _- ____ 0.48 Continues on next page... Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D ExH1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.33 0.15 126.16 0.48 0.48 17.37 0.15 126.14 0.48 --- ---- ___ -__ - ~- 0.48 17.40 0.15 126.13 0.48 -- - - -- -� - 0.48 17.43 0.15 126.12 0.48 0 48 17.47 0.15 126.11 0.48 -- ---- - _-__ - 0.48 17.50 0.15 126.10 0.48 ---- ----- ___ _� _- - - 0.488 17.53 0.15 126.09 0.48 - - - - - - - 0.4 17.57 0.14 126.07 0.47 -- - -- --_ - - 0.48 17.60 0.14 126.06 0.47 ---- ---- _- ____ _ 0.47 17.63 0.14 126.05 0.47 --- ----- __- ___ 0.47 17.67 0.14 126.04 0.47 - -- _____ ____ _ _ -- 0.47 17.70 0.14 126.03 0.47 - - _- -_ --- - - 0.47 17.73 0.14 126.01 0.47 ----- ---- - ___ --_ ___ 0.47 17.77 0.14 126.00 0.47 0.47 17.80 0.14 125.99 0.47 - - - - - - - - 0.47 17.83 0.13 125.97 0.47 - -- -- - - - - 0.47 17.87 0.13 125.95 0.47 ----- --_ _-- -- - - 0.47 17.90 0.13 125.93 0.46 ----- - --- -- -- -- _ - 0.46 17.93 0.13 125.92 0.46 - - - - - _ - 0.46 17.97 0.13 125.90 0.46 - - -- -- - 0.46 18.00 0.13 125.88 0.46 ---- -- _- _- -__ - 0.46 18.03 0.13 125.86 0.46 --- -- - - -_ �- 0.46 18.07 0.13125.85 0.46 --- - - - - 0.466 18.10 0.12 125.83 0.46 -- - - - - - - 0.4 18.13 0.12 125.81 0.45 --- -- ___ __ _-- __- - 0.46 18.17 0.12 125.79 0.45 -- --- -- _____ -__ _- -~ _-_ 0.45 18.20 0.12 125.78 0.45 - - - -- - - 0.45 18.23 0.12 125.76 0.45 ---- - - - - 0.45 18.27 0.12 125.74 0.45 ----- ---- -_- _ - 0.45 18.30 0.12 125.73 0.45 ----- ---- - _-- - - 0.45 18.33 0.12 125.71 0.45 - ---- ---- -- - - 0.45 18.37 0.12 125.69 0.44 - --- - - - - 0 44 18.40 0.12 125.67 0.44 -___ ___ __- -_ -_ - 0.44 18.43 0.12 125.66 0.44 -- --- _- __- _--- __ - - - 0.44 18.47 0.12 125.64 0.44 --_- - _____ __ ..... 0.44 18.50 0.12 125.62 0.44 - ____ _- - - - -- 0 44 18.53 0.12 125.61 0.44 ---_ ___ _-_ -_ _ - 0. 18.57 0.12 125.59 0.44 -_ ___ _- ___ r- 0.44 44 18.60 0.12 125.57 0.43 -- - - - - - - - 0.43 18.63 0.12 125.56 0.43 - - - -- - - 0.43 18.67 0.12 125.54 0.43 - ---- ---- -� - 0.43 18.70 0.12 126.52 0.43 ---- -- _- _- _ 0.43 18.73 0.12 125.51 0.43 - - ____ - - 0.43 18.77 0.12 125.49 0.43 -- - - - - 0.43 18.80 0.12 125.47 0.43 ----- - ___ - - 0.43 ---- --- - -- 8.83 0.12 125.46 0.43 ----- - _-- _-_ - 0.43 18.87 0.12 125.44 0.42 - - --- -� - ~- -M_ 0.42 18.90 0.12 125.43 0.42 --- - - -- _- - - - 0.42 18.93 0.12 125.41 0.42 ----- - ___ ____ - 0.42 97 0.11 125.39 0.42 --- ---- _-- ___ - 0.42 19.00 0.11 125.38 0.42 - - - -- 0.42 Continues on next page... Page 6 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 19.03 0.11 125.36 0.42 ----- ---- ---- ---- ----- ---- 0.42 .07 0.11 125.35 0.42 -- -- - --- - 0.42 19.10 0.11 125.33 0.41 -- -- -- - _ - - 0.41 0.41 19.13 0.11 125.31 0.41 - --- -- --__ _- - - -_ 19.17 0.11 125.30 0.41 -- ----- --- ----- --� - - 0.41 9.20 0.11 125.28 0.41 ---- ---- _____ 0.41 19.23 0.11 125.27 0.41 - - -- -� -- - _- 0.41 19.27 0.11 125.25 0.41 ---_ _____ _ - - 0.411 19.30 0.11 125.23 0.41 ----- --_ ____ ---- ____ - _ 0.4 19.33 0.11 125.22 0.40 - --- -- ---- ___ _ - 0.41 19.37 0.11 125.20 0.40 - -- - 0.40 19.40 0.11 125.19 0.40 - - -- - - - 0.40 19.43 0.11 125.17 0.40 --- --- __-- - - 0.40 19.47 0.11 125.16 0.40 ---- -- --__ M - �-19.50 0.11 125.14 0.40 0.40 - -- -- -� -� 0.40 19.53 0.11 125.13 0.40 - -- - - - - - - 0 4040 19.57 0.11 125.11 0.40 - ----- _- - Y 0. 19.60 0.11 125.10 0.39 ---- _-__ - - 0.40 19.63 0.11 125.08 0.39 - - - -� _- _ - 0.39 0 39 39 19.67 0.11 125.07 0.39 - ____ - - -- - - 19.70 0.11 125.05 0.39 --- ---- __-- _- - - 0.39 19.73 0.11 125.04 0.39 ----- ---_ -_ � - 0.39 0.39 19.77 0.11 125.02 0.39 - ---- -- - -- _ y - 19.80 0.11 125.01 0.39 - - - - - - -' 0 39 19.83 0.10 124.99 0.38 - - -- - - - - - 0.38 19.87 0.10 124.97 0.38 --- -- - ---- --�- -� 0.38 19.90 0.10 124.95 0.38 - - - --__ - - �- ____ 0.38 0 38 19.93 0.10 124.92 0.38 - -_ ____ - - - _' 19.97 0.10 124.90 0.38 ---- -- -- ----_ - - 0.38 20.00 0.10 124.88 0.37 -- -- _- � �- -� 0.38 20.03 0.10 124.86 0.37 - - - -� - - -~ -� 0.37 20.07 0.10 124.84 0.37 - - -- -- - - - 0.37 20.10 0.10 124.82 0.37 --- -- _-_ - - - 0.37 20.13 0.10 124.80 0.37 -- - - -�-- 20.17 0.10 124.78 0.36 - - - - - - -� �-- 0.37 20.20 0.10 124.76 0.36 - - - - -" 0.36 20.23 0.10 124.74 0.36 ---- _- - - - - 0.36 20.27 0.10 124.72 0.36 --- --_ --�- --- 0.36 20.30 0.10 124.70 0.36 - - -- __�' --_ 0.36 20:33 0.10 124.68 0.35 - ____ - - - - - - 0.36 20.37 0.10 124.66 0.35 ----- - - - - - 0.35 20.40 0.10 124.64 0.35 ----- --- - ----- - -~ 0.35 0.35 20.43 0.10 124.62 0.35 -- -- - -r -20.47 0.10 124:60 0.35 0.35 --- - -- - 0.35 20.50 0.10 124.58 0.34 ---- --- -- - - - - 0.34 20.53 0.10 124.56 0.34 ----- --- ____ ____ - 0 34 20.57 0.10 124.54 0.34 - -� - - ' -- 0.34 20.60 0.10 124.52 0.34 - - 0 34 20.63 0.10 124.50 0.34 ----- ----- _-_ - 0.3 20.67 0.10 124.48 0.33 --- ---- -_- --_ - - 4 0.34 20.70 0.09 124.47 0.33 - ---_ - - 0.33 Continues on next page... Page 7 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ 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 20.73 0.09 124.45 0.33 ----- ---- -__ _____ _____ ---- 0.33 20.77 0.09 124.43 0.33 ---- ---- -_ ____ 0 33 20.80 0.09 124.41 0.33 -- -- -- -- --__ _ _ 0.33 20.83 0.09 124.39 0.32 - ---_ -- - - 0.32 87 0.09 124.37 0.32 --- --- _-_ ___-_ _-_ ----- 0.32 20.90 0.09 124.36 0.32 ---- ---- ----- __-_ _-_ - 0.32 20.93 0.09 124.34 0.32 - - -_- --- - M 0.32 20.97 0.09 124.32 0.32 - -- ---- -- - - - - 0.32 21.00 0.09 124.30 0.31 --- --- __- _____ ----- - r 0.31 - -- ----- - -- 03 0.09 124.29 0.31 --- ---- --- ---- --__ - 0.31 21.07 0.09 124.27 0.31 - - - -- - - - 0.31 21.10 0.09 124.25 0.31 -- -- - - - - - 0.31 21.13 0.09 124.24 0.31 --- --- __-- -__ - - 0.31 21.17 0.09 124.22 0.30 -- --- ---- -_-_ - -�-- _-_ 0.31 21.20 0.09 124.20 0.30 - -- -- - - 0.30 21.23 0.09 124.19 0.30 - - - -� __- - - 0.30 21.27 0.09 124.17 0.30 ---- - _____ __- - - 0.3030 21.30 0.09 124.15 0.30 --- --- _-- _ ' 0. 21.33 0.09 124.14 0.29 --- ---- -- - - -� - 0.30 21.37 0.09 124.12 0.29 ---- -- - - - - 0.29 29 21.40 0.09 124.10 0.29 --- _-- _ - - 0.29 21.43 0.09 124.09 0.29 ----- _ '_- 0 29 21.47 0.09 124.07 0.29 - - --- --- - -__ _--- 0.29 21.50 0.09 124.06 0.28 - - - - _ - - 0 28 21.53 0.09 124.04 0.28 ---- ---- ---- --_ - -21.57 0.08 124.03 0.28 ---- -- -- --- -__ _--_ --_ 0.28 - 0.28 21.60 0.08 124.01 0.28 - - - - --_ _-_- _�-_ 0.28 21.63 0.08 123.99 0.28 - -- - -^ - - - 0.28 21.67 0.08 123.96 0.27 ---- --- -- -__ - 0.27 21.70 0.08 123.93 0.27 -- -- -_-- --_ - 0.2 21.73 0.08 123.89 0.26 - - -- -- -' - 0.27 21.77 0.08 123.86 0.26 - - - - - 0.26 21.80 0.08 123.83 0.25 ----- ---- - -- - 0.2 21.83 0.08 123.80 0.25 ----- ---- _ -__ _� _-_ - - 0.25 21.87 0.08 123.77 0.25 --- -- - -- -- 0.25 0.24 21.90 0.08 123.75 0.24 - --- ---- - - _`" 21.93 0.08 123.72 0.24 ___ _-_ -__ - - 0.24 1.97 0.08 123.69 0.23 -- --- --- ----- 0.23 22.00 0.08 123.66 0.23 - - - - 0.23 2203 0.12 123.64 0.23 ---- - - -� - - - 0.23 22.07 0.15 123.63 0.22 ---- -- ---- ----- - - _ 0.22 22.10 0.13 123.61 0.22 ---- --- --- ----- -_- --_-_ _-- 0.22 22.13 0.11 123.59 0.22 - - -- -- w-- -_-- -- 0.22 22.17 0.08 123.57 0.21 -- ---- 0.21 22.20 0.08 123.55 0.21 ---- ---- -- ----_ - 0.211 _ 23 0.08 123.53 0.21 --- ---- ----- ----- ---- - 0.2 22.27 0.08 123.51 0.20 ---- - _ -_ -_ 0.21 22.30 0.08 123.49 0.20 -- --- - - - 22.33 0.08 123.47 0.20 ---- --- --- 0.20- - - 0.20 ...End APPENDIX F TOWN OF SOUTH WINDSOR STORY SEWER SYSTEM DESIGN FORM 2.2 PROJECT n/k DESIGNED NY DATE Wei w3 (lea 16/Py 07 STREET / // FIRM /� ` CNEC1(ED eY SHEET N• sue if31VAAOV3H 'r a Ali9VdV0lind T A113013A 3OV83AW a 3d01S = O 3did .40. H1DN3'1 0 0 3ZIS 3did a 1431SAS N1 0, o Jl11SN31N11lVdNIVl1 1131SAS Ni a IV Jo wns to NISVO H91vo 9NI1:131N3 IV 3r111 031V1nwno3v 3did NI 31M11 �n 131 N i 0139111 1M3093S 3N 11 — II-23 APPENDIX G WATER QUALITY CALCULATIONS: The design of the system is as a wet bottom water quality basin with 100%of the required volume within the basin as a permanent pool. WQV=(1')(R)(A)/12 R=0.05+0.009(I) A=Area= 1.37 AC(of which.57 AC is impervious). This is the area encompassing the pavement and adjacent lawn areas that drain to the water quality/detention basin I=percent impervious=41.6% R=0.05+0.009(41.6)=0.42 WQV=(1")(0.42)(1.37AC)/12=0.0480 AC FT=2,089 CF. Area provided in basin=2,200 CF+- Additional water quality treatment will occur during light flow conditions when runoff travels through long vegetated basin prior to discharge. n � SOWN Sf4 / a /, � sio�A ? ° 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 r�OSOR-CO TELEPHONE(860) 644-2511 December 27, 2007 Galen Semperbon, Executive V.P. Design Professionals P.O. Box 1167 South Windsor, CT 06074 RE: Appl. # 07-64P Wentworth Park II Dear Mr. Semperbon: At the December 19, 2007 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl #07-64P —Wentworth Park II — 85 Felt Road - Inland Wetland/Conservation Commission application for regulated activities in connection with the construction of an 11,700 sq ft. commercial building complex, parking, stormwater system, and associated improvements on property located westerly of Felt Road.and northerly of Oakland Road. Restricted Commercial (RC) Zone. This approval is subject to the following conditions: - 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. 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 December 19, 2012. 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. We recommend a bond in the amount of 5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures and a $5,000 bond for stormwater structures. Very truly yours, 4. Eliz eth A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION CC: Chief Building Official 0,N N S f+ /� f r F I fC.Ii'W/ V V/ siou f/ , �,ti• • ��� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 OS OR-CO TELEPHONE(860)644-2511 March 17,2008 Galen Semprebon Design Professionals Inc. 425 Sullivan Ave South Windsor CT 06074 Dear Mr. Semprebon: -Re: Preconstruction Meeting Appl#07-64P,Wentworth Park II 13/14/08) IN ATTENDANCE Jeff Doolittle TOSW 1540 Sullivan Ave 644-2511 x245 Bernie Drabek TOSW 1540 Sullivan Ave 644-25-11 x241 Walter Summers TOSW 1540 Sullivan Ave 644-2511 x217 Michele Lipe TOSW 1540 Sullivan Ave 644-2511 x252 Jim Slater J&H Slater 75 Commerce Way 860-528-5252 Jeff Sawyer Generation-2 122 Griswold St 860-982-4085 Scot DeLuca ATT 40 Barnard Rd 860-725-0098 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control L All erosion and sedimentation control measures are to be in place prior to earth moving_operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger,Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to Felt Road Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work C. Preparation of subgrade, compaction tests as per Developer's checilist d. Preparation of subbase, six(6)inch lifts e. Placement of bituminous concrete,two(2)inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 4. Certification of all products used-- storm pipe, structures, pavement, oil/grit separator and sewer grinder pump system shall be presented to the Town Engineer prior to installation. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 7. All pipe and structures to be backfilled with free draining material compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 8. Any problems and/or questions regarding construction of this project will be directed to Jeff Sawyer in the field at phone#982-4085. 9. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 10.Job meetings will be held as needed, and can be called by the developer or Town. 11. Seventy-two(72)hours' notice needed for certificate of occupancy inspection. 12.Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 13.Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday. 1 v 14. DOT permit needed for all work within state road. Copy must be. given to the Engineering Department. 15.No paving after October 15 or before April 15 without written approval from Director of Public Works. 16.A drain layers permit for Sewers. 17. Street cut permits for driveway and sewers. 18. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 19. Sanitary lateral locations should be tied down to existing structures and shown on the progress as built. 20. During construction of individual sanitary sewer laterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations Planning�Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. All bonds required;mylar to go on file prior to issuance of building permit. 3. All easements must be submitted for review prior to filing of mylars. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings,which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on thesite during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, Michele R.Lipe,AICP Assistant Director of Planning MRLJma cc: Jeffrey Doolittle,Town Engineer Bernie Drabek,Engineering Inspector Karl Reichle, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers,Fire Marshal CLU SBC/SNET Jeff Sawyer