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HomeMy WebLinkAboutSite Plan of Development (37) TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION REj; 0 . APPLICATION FORM r Application No: JW1 Official Receipt Date: Receipt No: APPLICANT: e ADDRESS: s C OWNER OF RECORD ON LAND RECORDS: ADDRESS: COMPLETE LOCATION OF PROPERTY: /C ASSESSOR'S MAP # PARCEL# ZONE NAME, ADDRESS, TE & FAX # OF ARSON TO WHOM INQU RIES SHOULD BE DIRECTED: �, THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certified letter to abutters required) Site Plan of Development ❑ General Plan of Development / ❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required) ❑ Regulation Amendment: ❑ Zoning ❑ Subdivision (Attach proposed amendment) Temporary and Conditional Permit for ❑ Major Home Occupation for ❑ Other (explain in detail) A placation Pending gn is required to be posted on the pe y for all applications ten (10) days being heard by the ommission. - ure of Applic ature-of Prope 6O (See reverse side for addition nformation) R EC E I VE 3 TOWN OF SOUTH WINDSOR CHECKLIST ,. 131998 REQUIRED INFORMATION SITE PLANS APPLICANT E S V\E�o-,�Z- Co , SOUTH WINDSOR PLANNING 9'?1T PROJECT NAME This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. 1. On each sheet for plans or maps, title block with the following information: a. Name, address and telephone of applicant. b. Name, address and telephone number of Land Surveyor or Professional Engineer. c. Name of Development. d. Date when drawings were made. 2. Key Map: An overall map drawn to a scale of 1 inch equals either- 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. b. Outline of buildings. c. Layout of streets. d. Surrounding property boundaries-within 500 feet. e. Names of abuttingroe property rtY owners. f. Proposed open spaces and recreation areas. g. Driveway cuts on abutting properties and any properties across from proposed site. v h. Applicant is responsible for providing a list of all property owners. i. Distance to and name of nearest intersection street. r 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. rj b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). e. Easements, noting grantors, grantees, and purpose. f. Names of abutting property owners. la g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. r, h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./L.S. seals and signatures. S. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: a. All existing and proposed buildings. b. Curb Unes and pavement width, sidewalks. c. Existing and proposed sanitary sewers. d. Existing and proposed water and-all existing utilities. e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level-land, the contours shall be one- foot intervals and spot elevations. g . Regulated wetlands and 100-year floodplain or note that none are present. !A h. Proposed storm drainage system, showing all catch p g y g basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. J R i. Connections of all springs into proposed storm drainage system as needed. r-J /Pr j. Location and indications of existing brook channels, and 100-year flood limits. k. A-2 &T-2 Certification; P.E./L.S. seals and signatures. 6. Landscaping plan: N /A 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. 8. Traffic Report: 9. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile. b. Street Ian showing roadways, drainage, sanitary sewer (including house P 9 Y , 9 , rY (i 9 sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. c. Sight line at driveway&street intersections. d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. r r tj f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. f'� A g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. rJ I P h. Profiles shall show all sanitary sewer lines and manholes, including elevations, inverts, top of frame, sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. N 10. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. r` �P" 11. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. PLAN PREPARER (P.E./L.S.) DATE d"t�rt�ert_� �rSJoc1A'TFs, 1�c. January 31 1998 ONSI Corp/International Fuel Cells 90 Bidwell Road 1. Request for site plan approval for a 5000 sq ft building addition, additional parking area, and a new driveway interconnection from the International Fuel Cells facilityon Governors Highway to this existing facilit y at 90 Bidwell R g Y g Y d. The building addition will be constructed to the maximum height allowed, as it will house a crane. 2. The existing building on Bidwell Road is over 115,000 sq ft in size. There is currently a 50' buffer requirement for industrial sites, however, the building was constructed prior to the enactment of the buffer requirement so it is nonconforming, and is 40 feet away from the side property line. The buffer area is currently well-vegetated. The applicant is not proposing to disturb the existing vegetation; and is adding arborvitaes for additional screening. 3. There are existing utilities on site, and a new sanitary sewer lateral is proposed. Proposed impervious coverage is 65%; 65% allowed. 4. There is a small additional parking area proposed west of the existing building, to add 25 new parking spaces, for a total of 80 spaces' 80 spaces required. Since this site has previously met the 100,000 square foot threshold for STC review, STC will need to determine whether they want to perform any additional review for the new improvements. 5. The Architectural and Design Review Committee reviewed the proposed building addition on June 18 and noted that the proposal would enhance the existing building. They did not review the proposed lighting plan as it was not available at the time. 6. One item that does need to be resolved is the existing road stub that serves as the entrance to this site. In subdivision plans approved by PZC in the 1968, a temporary cul-de-sac was shown, which was never constructed. I can't find any documentation that the road was ever accepted by the Town Council, but the Town does the maintenance and snowplowing, with Town trucks using private property to turn around on because the cul-de-sac was never constructed. The construction of the proposed gate exacerbates the difficulties of Town snowplowing; and this issue needs to be addressed. Two possible solutions are: ♦ Construct the missing temporary cul-de-sac, or ♦ Initiate steps to have the road stub officially recognized as a driveway rather than as a public street; then the road stub becomes a private driveway, with maintenance responsibilities assumed by the owners. Note that the two existing lots being served by this road stub both have adequate frontage on Bidwell Road. The details would have to be worked out with #70 Bidwell Road, which has a driveway on this road stub also. The applicant should be aware that if abandonment is selected, the road stub could become a Town road in the future, but would have to be brought up to the current road standards at such time as dedication to the Town was desired. 7. There are no regulated wetlands impacted by this proposal. Conservation plan approval is not required since less than 1/2 acre is being disturbed. 8. South Windsor Police Services has reviewed the plan, and has indicated that they do not have any concerns as long as there is still an entrance by which they can access the building. The Fire Chief has not expressed any concerns. 9. If this application is approved, the Planning Department has no additional approval modifications to request. Town of South • • Planning Department Me o To: Kip Shepard From: Marcia A. Banach, AICP, Director of Planning Date: 07/06/98 Re: Application #98-37P, United Technologies Site Plan The following items are needed to complete the site plan for United Technologies: ♦ Site plan checklist needs to be completed and signed by engineer ♦ Data block needs to be finished (blank spaces filled in) ♦ 500' line around site needs to be delineated on key map ♦ Existing tree line needs to be shown How do Town snow plows continue to plow this road stub with the proposed gate in place? Where does the snow go? Note that the snow plows have no right to enter onto private property (and should not be expected to have to enter private property to plow a public street). Also, prior to the gate, they at least had an entrance and exit on private property without having to execute backing up and turning maneuvers on private property... There may be other review comments as other Dept. reviews are completed. •Page 1 tOW N SE, C� y f 70�. Ole s,o_t� 6A, o m & 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 860/644-251 1 July 15, 1998 Certified Mail J. E. Shepard J. E. Shepard Company 200 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Shepard: Re: Appl #98-37P, ONSI Corp/International Fuel Cells 90 Bidwell Road We are pleased to advise you that the Planning & Zoning Commission voted on July 14, 1998 to approve with modifications the above referenced application for Site Plan of Development for the construction of a 5,000 sq. ft. addition on property located at 90 Bidwell Road, I zone as shown on plans prepared by Messier & Associates, Inc. Project No. 93-106 and revised through July 13, 1998. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permits will be issued until the final mylars have been filed in the Town Clerk's office. 3. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. The row of arborvitae shown on Sheet #5 along the southwest side of the building should be labeled as such; and quantities on the plan sheet should match quantities in the landscaping chart on Sheet #8. 6. The road stub from Bidwell Road to this site has never been completed, and has no public turn-around area. The road needs to either be completed to Town standards (with addition of a standard cul-de-sac); or formal abandonment of any rights the Town may have acquired, either intentionally or unintentionally, must be pursued with the Town Council. Black and white transparent mylars of Sheets #3 and #4 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. After the Commission has signed the mylars, they will be returned to you for filing in the Office of the Town Clerk by October 31, 1998. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION 44 a , , Frank A. Castro, Chairmah FAC/pmm Enclosure Cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Messier & Associates, Inc. tOW N Sf'q x Y �W-� s� � m 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 sox•co�'�� AREA CODE 860/644-2511 October 5, 1998 Mr. J. E. Shepard J.E. Shepard Company 200 Sulllivan Avenue South Windsor, CT 06074 Dear Mr. Sullivan: Re: Preconstruction Meeting — Appl 98-37P J.E. Shepard Site Plan, Bidwell Road IN ATTENDANCE: Michele Lipe Town Hall 1540 Sullivan Avenue 644-2511 South Windsor, CT Jeff Folger Town Hall 1540 Sullivan Avenue 644-2511 South Windsor, CT J. Victor Congdon ONSI Corporation Governors Highway 727-2411 Philip M. Party Aldrich Construction Co., 48 Stock PI 647-7544 Inc. Manchester, CT The following is a brief summary of points discussed during the meeting. Planning Department 1. Change order has been approved for landscaping plan; stockade fencing. Police Services I. 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 thru 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. If an alarm is to be installed contact Police Services. Staff indicated that a preconstruction meeting should be held with the site contractors. Very truly yours, Michele R. Lipe, AICP Assistant Director of Planning MRL/dw cc: Jerry C. Iazzetta, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN PROJECTJ,5 �� .p� 17jAtL lv7e ( rel�T APPL. # Pam- 3 7 ENGINEER/ARCHITECT PROD. # DWG # DATE REV DATE SUBMIT MYLARS OF SHEETS . . 1 . Prior to commencement of any site work, a meeting must be held with Town Staff . 2 . No building permit will be issued until the final mylars have been filed in the Town Clerk' s office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $ An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8 . 1 . 10 of the Zoning Regulations . 5 . Footing drains are required if the building has a basement . G . A landscape bond in the amount of $ is required and must be submitted prior to filing of mylars . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. Black and white transparent mylars of Sheets # with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letter of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for -filing in the Office of the Town Clerk within 90 days . After filing these plans, a copy of the receipt must be - submitted to the Planning Department . per( 1 v ref S .S(�� (�l (.U-e.�� S l G� �� `� .VJ✓c � f G1.0'1J�l � (d/'��[ C.(I� a S �41- _ � ✓ � � G�l.d,,—� 4�`, ski� � �. r`fgf � e // ( ZOO-- all w ; 4G- Tb I" Culvert Calculator Report Outlet Structure - 12" RCP Solve For: Headwater Elevation Culvert Summary Allowable HW Elevation 0.00 ft Headwater Depth/Height 0.36 Computed Headwater Elevation 65.10 ft Discharge 0.33 cfs Inlet Control HW Elev 65.06 ft Tailwater Elevation 0.00 ft Outlet Control HW Elev 65.10 ft Control Type Outlet Control Grades Upstream Invert 64.74 ft Downstream Invert 64.10 ft Length 64.00 ft Constructed Slope 0.010000 ft/ft Hydraulic Profile Profile S2 Depth,Downstream 0.21 ft Slope Type Steep Normal Depth 0.21 ft Flow Regime Supercritical Critical Depth 0.24 ft Velocity Downstream 2.84 ft/s Critical Slope 0.005665 ft/ft Section Section Shape Circular Mannings Coefficient 0.013 Section Material Concrete Span 1.00 ft Section Size 12 inch Rise 1.00 ft Number Sections 1 Outlet Control Properties Outlet Control HW Elev 65.10 ft Upstream Velocity Head 0.08 ft Ke 0.50 Entrance Loss 0.04 ft Inlet Control Properties Inlet Control HW Elev 65.06 ft Flow Control Unsubmerged Inlet Type Square edge w/headwall Area Full 0.8 ft2 K 0.00980 HDS 5 Chart M 2.00000 HDS 5 Scale C 0.03980 Equation Form 1 Y 0.67000 Project Engineer:Fuss&O'Neill Inc. untitled.cvm Fuss&O'Neill Inc. CulvertMaster. v1.0 07/30/01 '09:58:55 AM 0 Haestad Methods,Inc. _37 Brookside Road Waterbury,CT 06768 USA (203)755-1666 Page 1-of 1 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 1 SCS Runoff 4.81 6 732 21,468 10 -- - --- Parking Area 2 Reservoir 0.33 6 870 16,306 10 1 66.28 14,236 Detention 10-Yr 3 SCS Runoff 5.76 6 732 25,989 25 - Parking Area 4 Reservoir 0.39 6 870 20,827 25 3 66.51 17,367 Detention 25-Yr 5 SCS Runoff 7.41 6 732 33,967 100 -- --- -- Parking Area 6 Reservoir 0.47 6 882 28,805 100 5 66.91 22,968 Detention 100-Yr Proj. file: 465p10.gpw OF file: Hartford.IDF Run date: 07-30-2001 Hydrograph Report Page 1 English Hyd. No. 1 Parking Area Hydrograph type = SCS Runoff Peak discharge = 4.81 cfs Storm frequency = 10 yrs Time interval = 6 min Drainage area = 1.71 ac Curve number = 91 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 10 min Total precip. = 4.70 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Total Volume=21,468 cuft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.30 0.49 11.40 0.54 11.50 0.60 11.60 0.71 11.70 0.98 11.80 1.41 11.90 1.97 12.00 3.03 12.10 4.46 12.20 4.81 << 12.30 3.99 12.40 2.89 12.50 1.99 12.60 1.43 12.70 1.03 12.80 0.81 12.90 0.71 13.00 0.65 13.10 0.58 13.20 0.54 13.30 0.51 13.40 0.49 ...End Hydrograph Report - Page 1 English Hyd. No. 2 Detention 10-Yr Hydrograph type = Reservoir Peak discharge = 0.33 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = Detention Pond- Max. Elevation = 66.28 ft Max. Storage = 14,236 cuft Storage indication method used. Total Volume=16,306 cult Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.10 4.46 65.70 2.62 0.09 ----- ----- ----- ---- ----- ----- 0.09 12.20 4.81 << 65.86 2.94 0.18 ----- ----- ----- ----- ----- ----- 0.18 12.30 3.99 66.00 3.21 0.24 ----- ----- ----- ---- ----- ----- 0.24 12.40 2.89 66.08 3.35 0.27 ----- ----- ----- ----- ---- ----- 0.27 12.50 1.99 66.14 3.44 0.29 ----- ----- ----- ----- ----- ----- 0.29 12.60 1.43 66.18 3.51 0.30 ---- ----- ----- ----- ----- ---- 0.30 12.70 1.03 66.20 3.54 0.31 ----- ---- ----- ----- ----- ----- 0.31 12.80 0.81 66.22 3.57 0.31 ----- ----- ---- ----- ----- . ----- 0.31 12.90 0.71 66.23 3.59 0.31 ---- ---- ----- ----- ----- ----- 0.31 13.00 0.65 66.24 3.60 0.32 ---- ----- ----- ----- ----- ----- 0.32 13.10 0.58 66.25 3.62 0.32 ----- ----- ----- ----- ----- ----- 0.32 13.20 0.54 66.25 3.62 0.32 ----- ----- ----- ----- ----- ----- 0.32 13.30 0.51 66.26 3.63 0.32 ----- ----- ----- ----- ----- ---- 0.32 13.40 0.49 66.26 3.64 0.32 ---- ----- ----- ----- ----- ----- 0.32 13.50 0.47 66.27 3.65 0.33 ----- ----- ----- ----- ---- . ----- 0.33 13.60 0.45 66.27 3.65 0.33 ----- ---- ---- ----- ----- ----- 0.33 13.70 0.44 66.27 3.66 0.33 ----- ----- ----- ----- ----- ----- 0.33 13.80 0.42 66.28 3.66 0.33 ----- ---- ----- ---- ----- ----- 0.33 13.90 0.40 66.28 3.66 0.33 ----- ---- ----- ---- ----- ----- 0.33 14.00 0.39 66.28 3.67 0.33 ----- ----- ----- ----- ----- ----- 0.33 14.10 0.37 66.28 3.67 0.33 ----- ----- ----- ----- ----- ----- 0.33 14.20 0.36 66.28 3.67 0.33 ----- ----- ----- ----- ----- ----- 0.33 14.30 0.35 66.28 3.67 0.33 ----- ----- ----- ----- ----- ----- 0.33 14.40 0.34 66.28 3.67 0.33 ----- ---- ----- ----- ----- ---- 0.33 14.50 0.33 66.28<< 3.67 0.33 ----- --- ----- ----- ----- ---- 0.33 << 14.60 0.32 66.28 3.67 0.33 ----- ----- ----- ---- ----- ----- 0.33 14.70 0.31 66.28 3.67 0.33 --- ---- ----- ---- ----- ---- 0.33 14.80 0.30 66.28 3.67 0.33 ---- ----- ---- _____ ____ ___ 0.33 14.90 0.30 66.28 3.67 0.33 ---- ____ _____ ___ ____ ____ 0.33 15.00 0.29 66.28 3.67 0.33 ----- ----- ----- --- ----- ---- 0.33 15.10 0.28 66.28 3.67 0.33 ----- --- ----- ----- --- ----- 0.33 15.20 0.27 66.28 3.66 0.33 ----- ----- ---_ ____ ____ ____ 0.33 15.30 0.26 66.28 3.66 0.33 ----- ----- ----- ----- ----- ---- 0.33 15.40 0.25 66.27 3.66 0.33 ----- ----- ----- ----- ---- ---- 0.33 15.50 0.25 66.27 3.66 0.33 ----- ---- ---- ----- ----- ----- 0.33 15.60 0.24 66.27 3.65 0.33 ----- ---- ---- ---- ----- ----- 0.33 Continues on next page... Detention 10-Yr Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 15.70 0.23 66.27 3.65 0.33 ---- ---- ----- ----- ----- ----- 0.33 15.80 0.22 66.26 3.64 0.32 ----- ----- ---- ---- ----- ----- 0.32 15.90 0.21 66.26 3.64 0.32 ----- ----- ---- ----- ----- ----- 0.32 16.00 0.20 66.26 3.64 0.32 ----- ----- ---- ----- ----- ----- 0.32 16.10 0.20 66.26 3.63 0.32 ----- ----- ----- ----- ----- ----- 0.32 16.20 0.19 66.25 3.63 0.32 ----- ----- ---- ----- ----- ----- 0.32 16.30 0.19 66.25 3.62 0.32 ----- ---- ----- ----- ----- ----- 0.32 16.40 0.18 66.25 3.61 0.32 ----- ----- ---- ----- ----- ----- 0.32 16.50 0.18 66.24 3.61 0.32 ---- ----- ----- ---- ----- ----- 0.32 16.60 0.17 66.24 3.60 0.32 ----- ----- ----- ----- ----- ----- 0.32 16.70 0.17 66.23 3.60 0.32 ----- ----- ----- ----- ---- ----- 0.32 16.80 0.17 66.23 3.59 0.32 ----- ---- ---- ----- ----- ----- 0.32 16.90 0.16 66.23 3.58 0.31 ----- ----- ----- ----- ----- ----- 0.31 17.00 0.16 66.22 3.58 0.31 ----- ----- ----- ----- ----- ----- 0.31 17.10 0.16 66.22 3.57 0.31 ----- ----- ----- ----- ----- ----- 0.31 17.20 0.15 66.21 3.57 0.31 ----- ----- ----- ---- ----- ----- 0.31 17.30 0.15 66.21 3.56 0.31 ---- ---- ----- ----- ----- ----- 0.31 17.40 0.15 66.21 3.55 0.31 ----- ----- ---- ----- ----- ----- 0.31 17.50 0.14 66.20 3.55 0.31 ----- ----- ---- ----- ----- ----- 0.31 17.60 0.14 66.20 3.54 0.31 ----- ----- ----- --- ----- ----- 0.31 17.70 0.13 66.19 3.53 0.30 ----- ----- ----- ----- ----- ----- 0.30 17.80 0.13 66.19 3.52 0.30 ----- ----- ----- ---- ----- ----- 0.30 17.90 0.13 66.18 3.52 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.00 0.12 66.18 3.51 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.10 0.12 66.18 3.50 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.20 0.12 66.17 3.49 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.30 0.12 66.17 3.49 0.30 ---- ---- ----- ----- ----- ----- 0.30 18.40 0.11 66.16 3.48 0.30 ----- ----- ---- ----- ----- ----- 0.30 18.50 0.11 66.16 3.47 0.29 ----- ----- ---- ---- ----- ----- 0.29 18.60 0.11 66.15 3.46 0.29 ----- ---- ----- ----- ----- ----- 0.29 18.70 0.11 66.15 3.46 0.29 ---- ---- ----- ----- ----- ----- 0.29 18.80 0.11 66.14 3.45 0.29 ----- ---- ----- ----- --- -- ----- 0.29 18.90 0.11 66.14 3.44 0.29 ---- ----- ---- ----- ----- ----- 0.29 19.00 0.11 66.13 3.43 0.29 ----- ----- ----- ----- ----- ----- 0.29 19.10 0.11 66.13 3.42 0.29 ----- ---- ----- ----- ----- ----- 0.29 19.20 0.11 66.12 3.42 0.28 ----- ----- ---- ----- ----- ----- 0.28 19.30 0.10 66.12 3.41 0.28 ----- ----- ----- ----- ----- ----- 0.28 19.40 0.10 66.11 3.40 0.28 ----- ----- ----- ---- ----- ---- 0.28 19.50 0.10 66.11 3.39 0.28 ----- ---- ----- ---- ----- ----- 0.28 19.60 0.10 66.11 3.39 0.28 ----- ----- ----- ----- ---- ----- 0.28 19.70 0.10 66.10 3.38 0.28 ---- ----- ---- ---- ----- ---- 0.28 19.80 0.10 66.10 3.37 0.28 ----- ---- ----- ---- --- ----- 0.28 19.90 0.10 66.09 3.36 0.27 ----- ----- ---- ---- ---- ----- 0.27 20.00 0.10 66.09 3.36 0.27 ----- ----- ----- ----- ---- ----- 0.27 20.10 0.10 66.08 3.35 0.27 ----- ----- ____ ____ _____ ____ 0.27 20.20 0.10 66.08 3.34 0.27 ----- ---- ---- ---- ----- ----- 0.27 20.30 0.09 66.07 3.33 0.27 ----- ---- ---- ---- ----- ----- 0.27 20.40 0.09 66.07 3.32 0.27 ---- ----- ---- ----- ---- ----- 0.27 20.50 0.09 66.06 3.32 0.26 ----- ---- ----- --- ----- ----- 0.26 Continues on next page... Detention 10-Yr Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 20.60 0.09 66.06 3.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 20.70 0.09 66.06 3.30 0.26 ----- ----- ---- ----- ----- ----- 0.26 20.80 0.09 66.05 3.29 0.26 ----- ----- ----- ----- ---- ----- 0.26 20.90 0.09 66.05 3.29 0.26 ----- ----- ----- ----- ----- ----- 0.26 21.00 0.09 66.04 3.28 0.26 ----- ---- ----- ----- ----- ----- 0.26 21.10 0.09 66.04 3.27 0.26 ----- ----- ---- ----- ----- ----- 0.26 21.20 0.08 66.03 3.26 0.25 ----- ----- ----- ----- ----- ----- 0.25 21.30 0.08 66.03 3.25 0.25 ----- ----- ----- ----- ----- ----- 0.25 21.40 0.08 66.02 3.25 0.25 ----- ----- ----- ----- ----- - ----- 0.25 21.50 0.08 66.02 3.24 0.25 ----- ----- ----- ----- ---- ----- 0.25 21.60 0.08 66.02 3.23 0.25 ---- ---- ---- ----- ----- ----- 0.25 21.70 0.08 66.01 3.22 0.25 ----- ----- ----- ----- ----- ----- 0.25 21.80 0.08 66.01 3.22 0.24 ----- ----- ----- ----- ----- ----- 0.24 21.90 0.08 66.00 3.21 0.24 ----- ----- ----- ----- ----- ----- 0.24 22.00 0.08 66.00 3.20 0.24 ---- ----- ---- ---- ----- ----- 0.24 22.10 0.09 65.99 3.19 0.24 ----- ----- ----- ----- ----- ----- 0.24 22.20 0.10 65.99 3.18 0.24 ----- ----- ----- ----- ----- ----- 0.24 22.30 0.09 65.98 3.17 0.24 ----- ----- ----- ----- ----- ----- 0.24 22.40 0.08 65.98 3.16 0.23 ---- ----- ----- ----- ----- ----- 0.23 22.50 0.08 65.97 3.15 0.23 ---- ----- ----- ----- ----- ----- 0.23 22.60 0.08 65.97 3.14 0.23 ----- ----- ----- ----- ----- ----- 0.23 22.70 0.07 65.96 3.13 . 0.23 ----- ----- ----- ----- ----- ----- 0.23 22.80 0.07 65.96 3.12 0.23 ---- ---- ----- ----- ----- ----- 0.23 22.90 0.07 65.95 3.11 0.22 --- ----- ----- ----- ----- ----- 0.22 23.00 0.07 65.95 3.10 0.22 ---- ----- ----- ----- ----- ----- 0.22 23.10 0.07 65.94 3.09 0.22 ----- ----- ----- ----- ----- ---- 0.22 23.20 0.07 65.94 3.09 0.22 ---- ---- ----- ----- ---- ----- 0.22 23.30 0.07 65.93 3.08 0.21 ----- ----- ----- ----- ---- ---- 0.21 23.40 0.07 65.93 3.07 0.21 ----- ---- ----- ----- ---- ----- 0.21 23.50 0.07 65.92 3.06 0.21 ---- ----- ---- ----- ----- ----- 0.21 23.60 0.07 65.92 3.05 0.21 ---- ----- ----- ----- ----- ---- 0.21 23.70 0.07 65.91 3.04 0.21 --- ----- ----- ----- ----- ----- 0.21 23.80 0.07 65.91 3.03 0.21 ----- ----- ---- ----- ----- ----- 0.21 23.90 0.06 65.90 3.02 0.20 ---- ----- ----- ----- ----- ---- 0.20 24.00 0.06 65.90 3.01 0.20 ----- ----- ----- ____ _____ ____ 0.20 24.10 0.05 65.89 3.00 0.20 ----- ----- ----- ----- ----- ---- 0.20 24.20 0.03 65.89 2.99 0.20 ----- ---- --- ---- ----- ---- 0.20 24.30 0.01 65.88 2.98 0.19 ----- ----- ---- ----- ----- ---- 0.19 24.40 0.00 65.87 2.97 0.19 --- ---- ----- ----- ----- ----- 0.19 24.50 0.00 65.87 2.95 0.19 ---- ----- ----- ----- ----- ----- 0.19 24.60 0.00 65.86 2.94 0.18 ----- ---- ----- ----- ----- ---- 0.18 24.70 0.00 65.85 2.93 0.18 ----- ---- ---- ----- ----- ---- 0.18 24.80 0.00 65.85 2.92 0.18 ----- ---- ----- ----- ----- ----- 0.18 24.90 0.00 65.84 2.91 0.17 ---- --- --- ----- ----- ----- 0.17 25.00 0.00 65.83 2.89 0.17 ---- ---- ----- ----- ----- ---- 0.17 25.10 0.00 65.83 2.88 0.17 ---- ----- ---- ____ ____ _____ 0.17 25.20 0.00 65.82 2.87 0.17 ----- ----- ----- ----- ----- ---- 0.17 25.30 0.00 65.82 2.86 0.16 ---- ---- ----- ----- ____ ___ 0.16 25.40 0.00 65.81 2.85 0.16 ---- ----- ---- ----- ----- ----- 0.16 Continues on next page... Detention 10-Yr Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 25.50 0.00 65.81 2.84 0.16 ----- ----- ----- ---- ---- ----- 0.16 25.60 0.00 65.80 2.83 0.16 ----- ----- ----- ----- ----- ----- 0.16 25.70 0.00 65.80 2.82 0.15 ---- ----- ---- ----- ----- ----- 0.15 25.80 0.00 65.79 2.80 0.15 ----- ---- ----- ----- ----- ----- 0.15 25.90 0.00 65.78 2.79 0.14 ----- ----- ----- ----- ----- ----- 0.14 26.00 0.00 65.78 2.78 0.14 ----- ----- ----- ----- ----- ----- 0.14 26.10 0.00 65.78 2.77 0.14 ----- ----- ----- ----- ----- ----- 0.14 26.20 0.00 65.77 2.76 0.13 ----- ----- ----- ----- ----- ----- 0.13 26.30 0.00 65.77 2.75 0.13 ----- ----- ----- ----- ----- ----- 0.13 26.40 0.00 65.76 2.74 0.13 ----- ----- ----- ---- ----- ----- 0.13 26.50 0.00 65.76 2.74 0.13 ----- ----- ----- ----- ----- ----- 0.13 26.60 0.00 65.75 2.73 0.12 ---- ----- ----- ----- ----- ----- 0.12 26.70 0.00 65.75 2.72 0.12 ----- ----- ---- ----- ----- ----- 0.12 26.80 0.00 65.74 2.71 0.12 ----- ----- ----- ----- ----- ----- 0.12 26.90 0.00 65.74 2.70 0.11 ----- ----- ----- ----- ----- ----- 0.11 27.00 0.00 65.74 2.69 0.11 ----- ----- ---- ----- ----- ----- 0.11 27.10 0.00 65.73 2.68 0.11 ---- ----- ----- ----- ----- ----- 0.11 27.20 0.00 65.73 2.68 0.11 ----- ----- ----- ---- ----- ----- 0.11 27.30 0.00 65.72 2.67 0.10 ----- ----- ----- ----- ----- ----- 0.10 27.40 0.00 65.72 2.66 0.10 ----- ---- ----- ---- ----- ----- 0.10 27.50 0.00 65.72 2.65 0.10 ---- ----- ----- ----- ----- ----- 0.10 27.60 0.0.0 65.71 2.65 0.10 ----- ----- ----- ----- ---- ----- 0.10 27.70 0.00 65.71 2.64 0.09 ----- ----- ----- ----- ----- ----- 0.09 27.80 0.00 65.71 2.63 0.09 ----- ----- ----- ----- ----- ----- 0.09 27.90 0.00 65.70 2.63 0.09 ----- ----- ----- ---- ----- ----- 0.09 28.00 0.00 65.70 2.62 0.09 ---- ----- ----- ----- ----- ---- 0.09 28.10 0.00 65.70 2.61 0.09 ---- ----- ----- ----- ---- ----- 0.09 28.20 0.00 65.70 2.61 0.08 ----- ----- ----- ----- ----- ---- 0.08 28.30 0.00 65.69 2.60 0.08 ----- ----- ---- ----- ----- ----- 0.08 28.40 0.00 65.69 2.59 0.08 ---- ----- ----- ----- ----- ----- 0.08 28.50 0.00 65.69 2.59 0.08 ---- ----- ---- ----- ----- ----- 0.08 28.60 0.00 65.68 2.58 0.08 ----- ---- ----- ----- ----- ----- 0.08 28.70 0.00 65.68 2.58 0.07 ----- ----- ----- ----- ----- ----- 0.07 28.80 0.00 65.68 2.57 0.07 ----- ----- ----- ----- ---- ----- 0.07 28.90 0.00 65.68 2.56 0.07 ----- ----- ----- ----- ----- ----- 0.07 29.00 0.00 65.67 2.56 0.07 ----- --- ---- ----- ----- ---- 0.07 29.10 0.00 65.67 2.55 0.07 ---- ----- ----- ---- ----- ----- 0.07 29.20 0.00 65.67 2.55 0.07 ----- ----- ----- ---- ----- ----- 0.07 29.30 0.00 65.67 2.54 0.07 -- ---- ----- ----- ----- ----- 0.07 29.40 0.00 65.67 2.54 0.06 ----- ----- ---- ----- ---- ----- 0.06 29.50 0.00 65.66 2.53 0.06 ----- ----- ----- ----- ----- ----- 0.06 29.60 0.00 65.66 2.53 0.06 ----- ----- ---- ----- ----- ----- 0.06 29.70 0.00 65.66 2.52 0.06 ----- ----- ----- ---- ----- ----- 0.06 29.80 0.00 65.66 2.52 0.06 ----- ---- --- ---- --- -=--- 0.06 29.90 0.00 65.65 2.51 0.06 ----- ---- ----- ----- ----- ----- 0.06 30.00 0.00 65.65 2.51 0.06 ---- ----- ----- ----- ----- ----- 0.06 30.10 0.00 65.65 2.50 0.06 ---- ----- ----- --- ----- ----- 0.06 30.20 0.00 65.65 2.50 0.05 ---- --- ----- ---- ---- ---- 0.05 30.30 0.00 65.65 2.49 0.05 ----- ----- ----- ----- ----- ----- 0.05 Continues on next page... Detention 10-Yr Page 5 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 30.40 0.00 65.64 2.49 0.05 ----- -=--- ----- ----- ---- ----- 0.05 30.50 0.00 65.64 2.49 0.05 ---- ----- ---- ----- ----- ----- 0.05 30.60 0.00 65.64 2.48 0.05 ---- ----- ----- ----- ----- ----- 0.05 30.70 0.00 65.64 2.48 0.05 ----- ----- ----- ----- ----- ----- 0.05 30.80 0.00 65.64 2.47 0.05 ----- ----- ----- ----- ----- ----- 0.05 30.90 0.00 65.64 2.47 0.05 ----- ----- ----- ----- ---- ----- 0.05 31.00 0.00 65.63 2.47 0.05 ---- ----- ----- ----- ----- ---- 0.05 31.10 0.00 65.63 2.46 0.04 ---- ----- ----- ----- ----- ----- 0.04 31.20 0.00 65.63 2.46 0.04 ---- ---- ----- ---- ----- ---- 0.04 31.30 0.00 65.63 2.46 0.04 ----- ----- ---- ---- ----- ----- 0.04 31.40 0.00 65.63 2.45 0.04 ----- ----- ----- ----- ----- ----- 0.04 31.50 0.00 65.63 2.45 0.04 ----- ----- ----- ----- ----- ----- 0.04 31.60 0.00 65.63 2.45 0.04 ----- ----- ----- ----- ----- ----- 0.04 31.70 0.00 65.62 2.44 0.04 ----- ---- ----- ----- ---- ----- 0.04 31.80 0.00 65.62 2.44 0.04 ---- ----- ----- ----- ----- ----- 0.04 31.90 0.00 65.62 2.44 0.04 ----- ----- ---- ---- ----- ----- 0.04 32.00 0.00 65.62 2.43 0.04 ----- ----- ----- ----- ----- ----- 0.04 32.10 0.00 65.62 2.43 0.04 ----- ---- ----- ----- ----- ----- 0.04 32.20 0.00 65.62 2.43 0.04 ----- ----- ----- ----- ----- ---- 0.04 32.30 0.00 65.62 2.43 0.03 ----- ----- ----- ----- ----- ----- 0.03 32.40 0.00 65.62 2.42 0.03 ----- ----- ----- ----- ----- ----- 0.03 32.50 0.00 65.61 2.42 0.03 ---- ----- ----- ----- =---- ----- 0.03 ...End Reservoir Report - Page 1 Reservoir No. 2 - Detention Pond-B English Pond Data Pond storage is based on known contour areas Stage / Storage Table Stage Elevation Contour area Incr.Storage Total storage ft ft sgft cult cuft 0.00 65.00 9,973 0 0 1.00 66.00 10,676 10,325 10,325 2.00 67.00 17,004 13,840 24,165 3.00 68.00 21,422 19,213 43,378 Culvert/ Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 12.0 4.0 0.0 0.0 Crest Len ft = 9.16 0.00 0.00 0.00 Span in = 12.0 4.0 0.0 0.0 Crest El.ft = 67.50 0.00 0.00 0.00 No. Barrels = 1 1 0 0 Weir Coeff. = 3.00 0.00 0.00 0.00 Invert El.ft = 64.42 65.50 0.00 0.00 Eqn. Exp. = 1.50 0.00 0.00 0.00 Length ft = 64.0 0.0 0.0 0.0 Multi-Stage = Yes No No No Slope% = 0.50 0.00 0.00 0.00 N-Value = .013 .013 .013 .000 Orif. Coeff. = 0.61 0.60 0.60 0.00 Multi-Stage = ----- Yes No No Tailwater Elevation = 0.00 ft Note:All outFlows have been analyzed under inlet and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 65.00 1.24 0.00 --- --- 0.00 --- --- --- 0.00 1.00 10,325 66.00 3.20 0.24 --- --- 0.00 --- --- --- 0.24 2.00 24,165 67.00 4.66 0.49 -- --- 0.00 --- --- -- 0.49 3.00 43,378 68.00 5.75 0.00 --- --- 9.72 --- --- --- 5.75 Hydrograph Report _ Page 1 English Hyd. No. 3 Parking Area Hydrograph type = SCS Runoff Peak discharge = 5.76 cfs Storm frequency = 25 yrs Time interval = 6 min Drainage area = 1.71 ac Curve number = 91 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 10 min Total precip. = 5.50 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Total Volume=25,989 cuft Hydrograph Discharge Table Time --Outflow (hrs cfs) 11.30 0.60 11.40 0.67 11.50 0.74 11.60 0.88 11.70 1.19 11.80 1.72 11.90 2.39 12.00 3.66 12.10 5.36 12.20 5.76<< 12.30 4.76 12.40 3.45 12.50 2.36 12.60 1.69 12.70 1.22 12.80 0.96 12.90 0.84 13.00 0.76 13.10 0.69 13.20 0.64 13.30 0.60 13.40 0.58 ...End Hydrograph Report Page 1 English Hyd. No. 4 Detention 25-Yr Hydrograph type = Reservoir Peak discharge = 0.39 cfs Storm frequency = 25 yrs Time interval = 6 min Inflow hyd. No. = 3 Reservoir name = Detention Pond- Max. Elevation = 66.51 ft Max. Storage = 17,367 cuft Storage Indication method used. Total Volume=20,827 cuff Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.00 3.66 65.72 2.66 0.10 ----- ----- ---- ----- ----- ----- 0.10 12.10 5.36 65.87 2.97 0.19 ----- ----- ----- ----- ----- ----- 0.19 12.20 5.76<< 66.04 3.28 0.26 ----- ----- ----- ----- ----- ----- 0.26 12.30 4.76 66.17 3.50 0.30 ----- ----- ----- ----- ----- ----- 0.30 12.40 3.45 66.27 3.66 0.33 ----- ----- ---- ----- ----- ----- 0.33 12.50 2.36 66.34 3.76 0.34 ----- ----- ----- ----- ----- ----- 0.34 12.60 1.69 66.38 3.82 0.36 ---- ----- ----- ----- ----- ----- 0.36 12.70 1.22 66.41 3.87 0.36 ----- ----- ----- ----- ----- ---- 0.36 12.80 0.96 66.43 3.89 0.37 ----- ---- ----- ----- ----- ---- 0.37 12.90 0.84 66.44 3.91 0.37 ----- ---- ----- ---- ----- ----- 0.37 13.00 0.76 66.45 3.93 0.37 ---- ----- ----- ----- ----- ----- 0.37 13.10 0.69 66.46 3.94 0.37 ----- ----- ----- ----- ----- ----- 0.37 13.20 0.64 66.47 3.95 0.38 ----- ---- ----- ----- ----- ----- 0.38 13.30 0.60 66.48 3.96 0.38 ----- ---- ----- ----- ----- ----- 0.38 13.40 0.58 66.48 3.97 0.38 ---- ----- ----- ----- ----- ----- 0.38 13.50 0.56 66.49 3.98 0.38 ---- ----- ----- ----- ----- ----- 0.38 13.60 0.54 66.49 3.99 0.38 ---- ----- ----- ----- ---- ---- 0.38 13.70 0.52 66.50 3.99 0.38 ---- ---- ---- ----- ----- ---- 0.38 13.80 0.50 66.50 4.00 0.38 ----- ----- ----- ----- ----- ---- 0.38 13.90 0.48 66.50 4.00 0.38 ----- ----- ----- ----- ----- ----- 0.38 14.00 0.46 66.50 4.00 0.38 ---- ----- ----- ----- ----- ----- 0.38 14.10 0.44 66.51 4.01 0.38 ----- ----- ----- ----- ----- ----- 0.38 14.20 0.42 66.51 4.01 0.39 ---- ---- ----- ----- ----- ---- 0.39 . 14.30 0.41 66.51 4.01 0.39 ---- ----- ----- ----- ---- ---- 0.39 14.40 0.40 66.51 4.01 0.39 ---- ----- ---- ---- ----- ----- 0.39 14.50 0.39 66.51 << 4.01 0.39 ---- ---- ----- ----- ----- --- 0.39<< 14.60 0.38 66.51 4.01 0.39 ----- ----- ----- ----- ----- ----- 0.39 14.70 0.37 66.51 4.01 0.39 ---- ----- ---- ----- ----- --- 0.39 14.80 0.36 66.51 4.01 0.39 ----- ---- ---- --- ----- ----- 0.39 14.90 0.35 66.51 4.01 0.39 ---- ----- ----- ----- ----- ----- 0.39 15.00 0.34 66.51 4.00 0.38 ----- ----- ----- ---- ----- ----- 0.38 15.10 0.33 66.50 4.00 0.38 ----- ---- ---- ----- ----- ----- 0.38 15.20 0.32 66.50 4.00 0.38 ---- ----- ---- ----- ----- ----- 0.38 15.30 0.31 66.50 4.00 0.38 ---- ----- ----- ----- ---- ----- 0.38 15.40 0.30 66.50 4.00 0.38 ---- ---- ----- --- ----- ----- 0.38 15.50 0.29 66.50 3.99 0.38 -- ---- ----- ----- ----- ----- 0.38 Continues on next page... Detention 25-Yr Page 2 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 15.60 0.28 66.49 3.99 0.38 ----- ----- ----- ----- ----- ---- 0.38 15.70 0.27 66.49 3.98 0.38 ---- ----- ----- ----- ----- ----- 0.38 15.80 0.26 66.49 3.98 0.38 ----- ----- ----- ----- ----- ----- 0.38 15.90 0.25 66.49 3.98 0.38 ----- --- ----- ----- ----- ----- 0.38 16.00 0.24 66.48 3.97 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.10 0.23 66.48 3.97 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.20 0.23 66.47 3.96 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.30 0.22 66.47 3.95 0.38 ----- ----- ----- ----- ----- ---- 0.38 16.40 0.21 66.47 3.95 0.38 ----- ----- ---- ----- ----- ---- 0.38 16.50 0.21 66.46 3.94 0.37 ----- ----- ----- ----- ----- ---- 0.37 16.60 0.21 66.46 3.94 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.70 0.20 66.45 3.93 0.37 ----- ----- --- ---- ----- ----- 0.37 16.80 0.20 66.45 3.92 0.37 ----- ---- ---- ----- ----- ----- 0.37 16.90 0.19 66.44 3.92 0.37 ----- ----- ----- ----- ----- ---- 0.37 17.00 0.19 66.44 3.91 0.37 ----- ----- ----- ----- ----- ----- 0.37 17.10 0.18 66.44 3.90 0.37 ----- ----- ----- ---- ----- ----- 0.37 17.20 0.18 66.43 3.90 0.37 ----- ----- ----- ----- ----- ----- 0.37 17.30 0.18 66.43 3.89 0.37 ---- ---- ----- ----- ----- ----- 0.37 17.40 0.17 66.42 3.88 0.36 ---- ----- ----- ----- ----- ----- 0.36 17.50 0.17 66.42 3.87 0.36 ----- ----- ----- ----- ----- ----- 0.36 17.60 0.16 66.41 3.87 0.36 ---- ----- ---- ----- ----- ----- 0.36 17.70 0.16 66.41 3.86 0.36 ----- ----- ----- ----- ----- ----- 0.36 17.80 0.15 66.40 3.85 0.36 ----- ----- ----- ----- ----- ----- 0.36 17.90 0.15 66.39 3.84 0.36 ----- ----- ----- ---- ----- ----- 0.36 18.00 0.15 66.39 3.83 0.36 ----- ----- ----- ----- ----- ----- 0.36 18.10 0.14 66.38 3.83 0.36 ---- ----- ----- ----- ----- ----- 0.36 18.20 0.14 66.38 3.82 0.35 ---- ----- ---- ----- ----- ----- 0.35 18.30 0.14 66.37 3.81 0.35 ----- ---- ----- ----- ----- ---- 0.35 18.40 0.14 66.37 3.80 0.35 --- ----- ---- ----- ----- ----- 0.35 18.50 0.13 66.36 3.79 0.35 ----- ----- ----- ----- ----- ---- 0.35 18.60 0.13 66.36 3.78 0.35 ----- ----- ---- ----- ----- ----- 0.35 18.70 0.13 66.35 3.78 0.35 ---- ----- ----- ----- ----- ----- 0.35 18.80 0.13 66.34 3.77 0.35 ---- ----- ----- ----- ----- ---- 0.35 18.90 0.13 66.34 3.76 0.34 ---- ----- ----- ---- ---- ---- 0.34 19.00 0.13 66.33 3.75 0.34 ----- ----- ----- ----- ----- ----- 0.34 19.10 0.13 66.33 3.74 0.34 ----- ----- ----- ----- ----- ----- 0.34 19.20 0.13 66.32 3.73 0.34 ----- ----- ----- ----- ----- ----- 0.34 19.30 0.12 66.32 3.72 0.34 ---- --- ----- ---- ----- ---- 0.34 19.40 0.12 66.31 3.72 0.34 --- ----- ----- ----- ---- ----- 0.34 19.50 0.12 66.31 3.71 0.34 ---- ----- ----- ----- w__ ___ 0.34 19.60 0.12 66.30 3.70 0.33 ---- ----- ----- ---- ----- ----- 0.33 19.70 0.12 66.29 3.69 0.33 ----- ----- ---- ----- ----- ----- 0.33 19.80 0.12 66.29 3.68 0.33 ---- ----- ----- ----- ----- ---- 0.33 19.90 0.12 66.28 3.67 0.33 ----- ----- ----- ---- ---- ---- 0.33 20.00 0.11 66.28 3.66 0.33 --- ---- ----- ---- ----- ----- 0.33 20.10 0.11 66.27 3.66 0.33 ----_ _____ _____ ____ _____ ____ 0.33 20.20 0.11 66.27 3.65 0.33 ---- ----- ----- ----- ---- ----- 0.33 20.30 0.11 66.26 3.64 0.32 ---_ _w_ ----- _____ ____ _____ 0.32 20.40 0.11 66.26 3.63 0.32 ---- ----- ---- ----- ---- ----- 0.32 Continues on next page... Detention 25-Yr Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 20.50 0.11 66.25 3.62 0.32 ----- ----- ----- ----- ----- ----- 0.32 20.60 0.11 66.24 3.61 0.32 ----- ----- ----- ----- ----- ----- 0.32 20.70 0.11 66.24 3.60 0.32 ----- ----- ----- ----- ---- ----- 0.32 20.80 0.10 66.23 3.59 0.32 ----- ----- ----- ----- ----- ----- 0.32 20.90 0.10 66.23 3.59 0.31 ---- ----- ----- ----- ---- ----- 0.31 21.00 0.10 66.22 3.58 0.31 ----- ----- ---- ----- ----- ----- 0.31 21.10 0.10 66.22 3.57 0.31 ----- ----- ----- ----- ----- ----- 0.31 21.20 0.10 66.21 3.56 0.31 ----- ----- ----- ----- --- ----- 0.31 21.30 0.10 66.21 3.55 0.31 ---- ----- ----- ----- ----- ----- 0.31 21.40 0.10 66.20 3.54 0.31 ---- ----- -___ _-__ _____ ----- 0.31 21.50 0.10 66.19 3.53 0.31 ----- ----- ----- ----- ----- ----- 0.31 21.60 0.09 66.19 3.52 0.30 ----- ----- ----- ----- ----- ----- 0.30 21.70 0.09 66.18 3.52 0.30 ----- ----- ----- ----- ----- ----- 0.30 21.80 0.09 66.18 3.51 0.30 ----- ----- ----- ----- ----- ----- 0.30 21.90 0.09 66.17 3.50 0.30 ---- ----- ----- ----- ----- ----- 0.30 22.00 0.09 66.17 3.49 0.30 ----- ----- ----- ----- ----- ----- 0.30 22.10 0.10 66.16 3.48 0.30 ----- ----- ----- ----- ----- ----- 0.30 22.20 0.12 66.16 3.47 0.29 ----- ----- ---- ----- ----- ----- 0.29 22.30 0.11 66.15 3.46 0.29 ----- ----- ----- ----- ----- ----- 0.29 22.40 0.10 66.15 3.46 0.29 ----- ----- ----- ----- ----- ----- 0.29 22.50 0.09 66.14 3.45 0.29 ----- ---- ----- ----- ----- ----- 0.29 22.60 0.09 66.14 3.44 0.29 ----- ----- ---- ---- ----- ----- 0.29 22.70 0.09 66.13 3.43 0.29 ----- ---- ---- ----- ----- ----- 0.29 22.80 0.09 66.13 3.42 0.28 ----- ---- ----- ----- ----- ----- 0.28 22.90 0.09 66.12 3.41 0.28 ----- ----- ----- ----- ----- ----- 0.28 23.00 0.09 66.12 3.41 0.28 ----- ----- ----- ----- ---- ----- 0.28 23.10 0.08 66.11 3.40 0.28 ---- --- ----- ---- ----- ----- 0.28 23.20 0.08 66.11 3.39 0.28 ----- ----- ----- ----- ----- ----- 0.28 23.30 0.08 66.10 3.38 0.28 ---- ---- ---- ---- ----- ----- 0.28 23.40 0.08 66.10 3.37 0.28 ----- ----- ----- ----- ---- ---- 0.28 23.50 0.08 66.09 3.36 0.27 ----- ----- ---- ----- ----- ----- 0.27 23.60 0.08 66.09 3.35 0.27 ----- ----- ----- ----- ---- ----- 0.27 23.70 0.08 66.08 3.35 0.27 ---- ----- ----- ---- ----- ---- 0.27 23.80 0.08 66.08 3.34 0.27 ---- ----- ----- ----- ----- ----- 0.27 23.90 0.08 66.07 3.33 0.27 ----- ----- ----- ----- ----- ----- 0.27 24.00 0.08 66.07 3.32 0.27 ---- ---- ----- ----- ----- ---- 0.27 24.10 0.06 66.06 3.31 0.26 ---- ----- ----- ----- ----- ---- 0.26 24.20 0.03 66.06 3.30 0.26 ----- ---- ----- ----- ----- ---- 0.26 24.30 0.01 66.05 3.29 0.26 ----- ----- ----- ---- ---- ----- 0.26 24.40 0.00 66.04 3.28 0.26 ----- ----- ---- --- ----- ----- 0.26 24.50 0.00 66.04 3.27 0.26 ----- -- ----- --- --- ----- 0.25 24.60 0.00 66.03 3.26 0.25 --- ----- ----- ---- -__ ____ 0.25 24.70 0.00 66.02 3.24 0.25 ----- ----- ----- ---- ----- ---- 0.25 24.80 0.00 66.02 3.23 0.25 --- ---- ---- ---- ---- ----- 0.25 24.90 0.00 66.01 3.22 0.25 ----- ---- ----- ----- ---- ---- 0.25 25.00 0.00 66.00 3.21 0.24 ----- ----- -- ----- ---- ----- 0.24 25.10 0.00 66.00 3.20 0.24 ----- ----- ----- -- --- ---- 0.24 25.20 0.00 65.99 3.18 0.24 ----- ----- ---- ----- ---- ---- 0.24 25.30 0.00 65.98 3.17 0.23 ----- ----- ---- --- ----- ----- 0.23 Continues on next page... Detention 2-Yr Page 4 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 25.40 0.00 65.97 3.15 0.23 ----- ----- ----- ----- ----- ----- 0.23 25.50 0.00 65.96 3.14 0.23 ---- ----- ----- ----- ----- ----- 0.23 25.60 0.00 65.96 3.12 0.23 ----- ----- ---- ----- ----- ----- 0.23 25.70 0.00 65.95 3.11 0.22 ---- ---- ---- ----- ----- ----- 0.22 25.80 0.00 65.94 3.10 0.22 ----- ----- ----- ----- ----- ----- 0.22 25.90 0.00 65.93 3.08 0.22 ----- ----- ----- ----- ----- ---- 0.22 26.00 0.00 65.93 3.07 0.21 ----- ----- ----- ----- ----- ----- 0.21 26.10 0.00 65.92 3.05 0.21 ----- ----- ----- ----- ---- ----- 0.21 26.20 0.00 65.91 3.04 0.21 ----- ----- ---- ----- ----- ----- 0.21 26.30 0.00 65.90 3.03 0.20 ----- ---- ----- ----- ----- ----- 0.20 26.40 0.00 65.90 3.01 0.20 ----- ---- ---- ----- ----- ----- 0.20 26.50 0.00 65.89 3.00 0.20 ----- ----- ----- ----- ----- ---- 0.20 26.60 0.00 65.88 2.99 0.19 ----- ---- ----- ----- ----- ----- 0.19 26.70 0.00 65.88 2.97 0.19 ----- ----- ----- ----- ----- ----- 0.19 26.80 0.00 65.87 2.96 0.19 ----- ----- ----- ----- ----- ----- 0.19 26.90 0.00 65.86 2.95 0.19 ----- ----- ----- ----- ----- ----- 0.19 27.00 0.00 65.86 2.94 0.18 ----- ----- ----- ----- ----- ----- 0.18 27.10 0.00 65.85 2.92 0.18 ----- ---- ---- ----- ----- ----- 0.18 27.20 0.00 65.84 2.91 0.18 ----- ----- ----- ----- ----- ----- 0.18 27.30 0.00 65.84 2.90 0.17 ----- ----- ----- ----- ----- ----- 0.17 27.40 0.00 65.83 2.89 0.17 ----- ----- ----- ----- ----- ----- 0.17 27.50 0.00 65.83 2.88 0.17 ----- ---- ----- ----- ----- ----- 0.17 27.60 0.00 65.82 2.87 0.16 ----- ---- ----- ----- ----- ----- 0.16 27.70 0.00 65.81 2.85 0.16 ---- ----- ----- ----- ----- ----- 0.16 27.80 0.00 65.81 2.84 0.16 ----- ----- ----- ----- ----- ----- 0.16 27.90 0.00 65.80 2.83 0.16 ----- ---- ----- ----- ----- ----- 0.16 28.00 0.00 65.80 2.82 0.15 ----- ---- ----- ----- ----- ----- 0.15 28.10 0.00 65.79 2.81 0.15 ---- ----- ----- ----- ----- ----- 0.15 28.20 0.00 65.79 2.80 0.15 ----- ---- ----- ----- ----- ----- 0.15 28.30 0.00 65.78 2.79 0.14 --- ----- ----- ---- ----- ----- 0.14 28.40 0.00 65.78 2.78 0.14 ----- ----- ---- ----- ----- ----- 0.14 28.50 0.00 65.77 2.77 0.14 ----- ----- ----- ----- ----- ---- 0.14 28.60 0.00 65.77 2.76 0.13 ---- ----- ---- ----- ----- ----- 0.13 28.70 0.00 65.76 2.75 0.13 ----- ----- ----- ----- ---- ----- 0.13 28.80 0.00 65.76 2.74 0.13 ----- ----- ----- ----- ----- ---- 0.13 28.90 0.00 65.75 2.73 0.12 ----- ----- ---- ----- ----- --- 0.12 29.00 0.00 65.75 2.72 0.12 ----- ---- ---- ----- ----- ----- 0.12 29.10 0.00 65.75 2.71 0.12 ---- ----- ----- --- ----- ---- 0.12 29.20 0.00 65.74 2.71 0.12 ---- ----- ---- ----- ----- ----- 0.12 29.30 0.00 65.74 2.70 0.11 ---- ----- ---- ---- ----- ----- 0.11 29.40 0.00 65.73 2.69 0.11 --- ----- ---- ---- ----- ---- 0.11 29.50 0.00 65.73 2.68 0.11 ---- ---- --- ----- ----- ----- 0.11 29.60 0.00 65.73 2.67 0.10 ---- ---- ---- ---- ----- ---- 0.10 29.70 0.00 65.72 2.67 0.10 ---- ----- ---- ---- ----- ----- 0.10 29.80 0.00 65.72 2.66 0.10 ---- ----- ----- ----- ----- ---- 0.10 29.90 0.00 65.72 2.65 0.10 -- ----- ---- ----- ----- ----- 0.10 30.00 0.00 65.71 2.64 0.10 ----- ---- ---- ---- ----- ---- 0.10 30.10 0.00 65.71 2.64 0.09 ----- ----- ----- ----- ----- ---- 0.09 30.20 0.00 65.71 2.63 0.09 ----- ---- ----- ---- ---- ---- 0.09 Continues on next page... Detention 25-Yr Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 30.30 0.00 65.70 2.62 0.09 ---- ----- ----- --- ----- ----- 0.09 30.40 0.00 65.70 2.62 0.09 ----- ----- ---- ---- ----- ----- 0.09 30.50 0.00 65.70 2.61 0.08 ----- ----- ----- ----- ----- ----- 0.08 30.60 0.00 65.69 2.60 0.08 ----- ----- ----- ----- ----- ---- 0.08 30.70 0.00 65.69 2.60 0.08 ----- ----- ----- ----- ----- ----- 0.08 30.80 0.00 65.69 2.59 0.08 ----- ----- ----- ----- ----- ----- 0.08 30.90 0.00 65.69 2.58 0.08 ---- ----- ----- ----- ----- ----- 0.08 31.00 0.00 65.68 2.58 0.08 ----- ----- ----- ----- ----- ----- 0.08 31.10 0.00 65.68 2.57 0.07 ----- ----- ----- ----- ----- ----- 0.07 31.20 0.00 65.68 2.57 0.07 ----- ----- ----- ----- ----- ----- 0.07 31.30 0.00 65.68 2.56 0.07 ----- ----- ----- ----- ----- ----- 0.07 31.40 0.00 65.67 2.56 0.07 ----- ----- ----- ----- ----- ----- 0.07 31.50 0.00 65.67 2.55 0.07 ----- ----- ----- ----- ----- ----- 0.07 31.60 0.00 65.67 2.54 0.07 ----- ----- ----- ----- ----- ----- 0.07 31.70 0.00 65.67 2.54 0.07 ----- ----- ----- ----- ---- ----- 0.07 31.80 0.00 65.66 2.53 0.06 ----- ----- ----- ----- ----- ----- 0.06 31.90 0.00 65.66 2.53 0.06 ---- ----- ----- ____ ____ _____ 0.06 32.00 0.00 65.66 2.52 0.06 ---- ----- ----- ----- --- ----- 0.06 32.10 0.00 65.66 2.52 0.06 ----- ----- ----- ----- ---- ----- 0.06 32.20 0.00 65.66 2.51 0.06 ----- ---- ---- ----- ----- ----- 0.06 32.30 0.00 65.65 2.51 0.06 ---- ----- ----- ----- --- ----- 0.06 32.40 0.00 65.65 2.51 0.06 ----- ----- ----- ----- ----- ----- 0.06 32.50 0.00 65.65 2.50 0.06 ---- ----- ----- ---- ---- ----- 0.06 32.60 0.00 65.65 2.50 0.05 ----- ----- ----- ---- ----- ----- 0.05 32.70 0.00 65.65 2.49 0.05 ----- ----- ---- ----- --- ----- 0.05 32.80 0.00 65.64 2.49 0.05 ----- ----- ---- ----- ----- ----- 0.05 32.90 0.00 65.64 2.48 0.05 ----- ----- ----- ----- ----- ----- 0.05 33.00 0.00 65.64 2.48 0.05 ---- ---- ----- ----- ----- ----- 0.05 33.10 0.00 65.64 2.48 0.05 ---_ ____ _____ ____ ____ _____ 0.05 33.20 0.00 65.64 2.47 0.05 ---- ----- ----- ----- ----- ----- 0.05 33.30 0.00 65.64 2.47 0.05 ----- ---- ----- ----- ---- ----- 0.05 33.40 0.00 65.63 2.47 0.05 ---- ----- ---- ----- ----- ----- 0.05 33.50 0.00 65.63 2.46 0.04 ---- ----- ----- ----- ----- ---- 0.04 33.60 0.00 65.63 2.46 0.04 ---- ----- ----- ----- ----- ----- 0.04 33.70 0.00 65.63 2.46 0.04 ---- ----- ----- ---- ----- ----- 0.04 33.80 0.00 65.63 2.45 0.04 ---- ----- ----- ----- ---- ----- 0.04 33.90 0.00 65.63 2.45 0.04 ---- ---- ----- ----- ---- ----- 0.04 34.00 0.00 65.62 2.45 0.04 ----- ----- ----- ----- --- ---- 0.04 34.10 0.00 65.62 2.44 0.04 ----- ----- ----- --- ---- ---- 0.04 ...End Reservoir Report Page 1 Reservoir No. 2 - Detention Pond-B English Pond Data Pond storage is based on known contour areas Stage/ Storage Table Stage Elevation Contour area Incr.Storage Total storage ft ft sqft cult cuft 0.00 65.00 9,973 0 0 1.00 66.00 10,676 10,325 10,325 2.00 67.00 17,004 13,840 24,165 3.00 68.00 21,422 19,213 43,378 Culvert/ Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 12.0 4.0 0.0 0.0 Crest Len ft = 9.16 0.00 0.00 0.00 Span in = 12.0 4.0 0.0 0.0 Crest El.ft = 67.50 0.00 0.00 0.00 No. Barrels = 1 1 0 0 Weir Coeff. = 3.00 0.00 0.00 0.00 Invert El.ft = 64.42 65.50 0.00 0.00 Eqn. Exp. = 1.50 0.00 0.00 0.00 Length ft = 64.0 0.0 0.0 0.0 Multi-Stage = Yes No No No Slope% = 0.50 0.00 0.00 0.00 N-Value = .013 .013 .013 .000 Orif. Coeff. = 0.61 0.60 0.60 0.00 Multi-Stage = ----- Yes No No Tailwater Elevation = 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage/ Storage/ Discharge Table Stage Storage Elevation Civ A Clv B Civ C Civ D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 65.00 1.24 0.00 -- --- 0.00 --- -- -- 0.00 1.00 10,325 66.00 3.20 0.24 -- --- 0.00 --- --- -- 0.24 2.00 24,165 67.00 4.66 0.49 --- --- 0.00 --- -- -- 0.49 3.00 43,378 68.00 5.75 0.00 -- --- 9.72 --- --- --- 5.75 Hydrograph Report Page 1 English Hyd. No. 5 Parking Area Hydrograph type = SCS Runoff Peak discharge = 7.41 cfs Storm frequency = 100 yrs Time interval = 6 min Drainage area = 1.71 ac Curve number = 91 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = USER Time of conc. (Tc) _ .10 min Total precip. = 6.90 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Total Volume=33,967 cuft Hydrograph Discharge Table Time -- Outflow (hrs cfs) 11.30 0.80 11.40 0.89 11.50 0.99 11.60 1.16 11.70 1.58 11680 2.26 11.90 3.13 12.00 4.76 12.10 6.92 12.20 7.41 << 12.30 6.10 12.40 4.41 12.50 3.01 12.60 2.16 12.70 1.55 12.80 1.23 12.90 1.07 13.00 0.97 13.10 0.88 13.20 0.81 13.30 0.77 ...End Hydrograph Report Page 1 English Hyd. No. 6 Detention 100-Yr Hydrograph type = Reservoir Peak discharge = 0.47 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyd. No. = 5 Reservoir name = Detention Pond- Max. Elevation = 66.91 ft Max. Storage = 22,968 cuft Storage Indication method used. Total Volume=28,805 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.60 1.16 65.65 2.50 0.06 ---- ---- ----- ----- ----- ----- 0.06 11.70 1.58 65.70 2.61 0.08 ---- ----- ----- ----- ----- ---- 0.08 11.80 2.26 65.76 2.74 0.13 ---- ----- ---- ----- ----- ----- 0.13 11.90 3.13 65.85 2.92 0.18 ----- ----- ----- ----- ----- ----- 0.18 12.00 4.76 65.98 3.16 0.23 ----- ----- ----- ----- ----- ----- 0.23 12.10 6.92 66.13 3.42 0.29 ---- ----- ----- ---- ----- - 0.29 12.20 7.41 << 66.31 3.71 0.34 ----- ---- ----- ----- ----- ----- 0.34 12.30 6.10 66.47 3.96 0.38 -_- ____ _____ ___- ____ ____ 0.38 12.40 4.41 66.60 4.14 0.41 ----- ----- ----- ----- ----- ---- 0.41 12.50 3.01 66.69 4.25 0.42 ---- ----- ----- ----- ----- ----- 0.42 12.60 2.16 66.74 4.33 0.44 ---- ---- ----- ----- ----- ---- 0.44 12.70 1.55 66.78 4.38 0.44 ----- ---- ----- ----- ----- ---- 0.44 12.80 1.23 66.80 4.41 0.45 ---- ---- ----- ----- ----- ----- 0.45 12.90 1.07 66.82 4.43 0.45 -___ _-__ ____ _____ ----- ____ 0.45 13.00 0.97 66.84 4.45 0.45 ----- ----- ----- ----- ----- ---- 0.45 13.10 0.88 66.85 4.47 0.46 ---- ---- ----- ----- ----- ----- 0.46 13.20 0.81 66.86 4.48 0.46 ----- ---- ---- ----- ----- ----- 0.46 13.30 0.77 66.87 4.49 0.46 ----- ---- ---- ----- ----- ---- 0.46 13.40 0.74 66.87 4.50 0.46 ----- ---- ----- ---- ----- ---- 0.46 13.50 0.71 66.88 4.51 0.46 ----- --- ----- ----- ----- ---- 0.46 13.60 0.68 66.89 4.52 0.46 ----- ----- ----- ----- ----- ----- 0.46 13.70 0.66 66.89 4.52 0.47 ---- ---- ----- ----- ----- ---- 0.47 13.80 0.63 66.90 4.53 0.47 ---- ----- ----- ----- ----- ----- 0.47 13.90 0.61 66.90 4.53 0.47 ---- ----- ---- ----- ----- ---- 0.47 14.00 0.58 66.90 4.54 0.47 --- 14.10 0.56 66.91 4.54 0.47 ---- ---- ----- ----- ----- ----- 0.47 14.20 0.54 66.91 4.54 0.47 ----- ---- ---- ---- ----- ----- 0.47 14.30 0.52 66.91 4.54 0.47 ---- -- ----- ---- ---- ---- 0.47 14.40 0.51 66.91 4.55 0.47 --- ____ ___ _____ _____ ____ 0.47 14.50 0.49 66.91 4.55 0.47 ----- ----- ----- ----- ----- ----- 0.47 14.60 0.48 66.91 4.55 0.47 --- ---- ----- ---- ----- ----- 0.47 14.70 0.47 66.91 << 4.55 0.47 ---- -- --- ----- ____ ____ 0.47 << 14.80 0.46 66.91 4.55 0.47 ----- --- ----- ----- ----- ---- 0.47 14.90 0.44 66.91 4.55 0.47 ----- ---- ----- --- ----- ---- 0.47 15.00 0.43 66.91 4.55 0.47 ----- --- ___ ___ _____ ____ 0.47 15.10 0.42 66.91 4.54 0.47 ----- ---- ----- ---- ----- ---- 0.47 Continues on next page... Detention 100-Yr Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 15.20 0.41 66.91 4.54 0.47 ----- ----- ----- ---- ---- ----- 0.47 15.30 0.39 66.91 4.54 0.47 ----- ----- ---- ----- ---- ----- 0.47 15.40 0.38 66.91 4.54 0.47 ----- --- ----- ----- ----- ----- 0.47 15.50 0.37 66.90 4.54 0.47 ----- ----- ----- ----- ----- ----- 0.47 15.60 0.36 66.90 4.53 0.47 ----- ----- ---- ----- ----- ----- 0.47 15.70 0.34 66.90 4.53 0.47 ----- ----- ----- ---- ----- ----- 0.47 15.80 0.33 66.89 4.52 0.47 ----- ----- ----- ---- ----- ----- 0.47 15.90 0.32 66.89 4.52 0.46 ----- ----- ----- ----- ----- ----- 0.46 16.00 0.31 66.89 4.51 0.46 ---- ----- ---- ----- ----- ----- 0.46 16.10 0.30 66.88 4.51 0.46 ----- ----- ----- ----- ----- ----- 0.46 16.20 0.29 66.88 4.50 0.46 ----- ---- ---- ---- ----- ----- 0.46 16.30 0.28 66.87 4.50 0.46 ----- ----- ----- ----- ----- --- 0.46 16.40 0.27 66.87 4.49 0.46 ----- ----- ----- ----- ----- ----- 0.46 16.50 0.27 66.86 4.48 0.46 ----- ----- ----- ----- ----- ----- 0.46 16.60 0.26 66.86 4.48 0.46 ----- ----- ---- ----- ----- ---- 0.46 16.70 0.26 66.85 4.47 0.46 ----- ----- ---- ----- ----- ----- 0.46 16.80 0.25 66.85 4.46 0.46 ---- ----- ----- ----- ----- ----- 0.46 16.90 0.24 66.84 4.46 0.46 ----- ----- ---- ----- ----- ----- 0.46 17.00 0.24 66.84 4.45 0.45 ----- ----- ---- ---- ----- ----- 0.45 17.10 0.23 66.83 4.44 0.45 ----- ---- ----- ----- ----- ----- 0.45 17.20 0.23 66.83 4.44 0.45 ----- ----- ----- ----- ----- ----- 0.45 17.30 0.22 66.82 4.43_ 0.45 ---- ----- --_ _____ _____ _____ 0.45 17.40 0.22 66.81 4.42 0.45 ----- ----- ----- ---- ----- ----- 0.45 17.50 0.21 66.81 4.41 0.45 ----- ----- ----- ----- ----- ----- 0.45 17.60 0.21 66.80 4.41 0.45 ----- ----- ----- ----- ----- ----- 0.45 17.70 0.20 66.80 4.40 0.45 ----- ---- ----- ----- ----- ----- 0.45 17.80 0.20 66.79 4.39 0.44 ----- ---- ---- ---- ---- ----- 0.44 17.90 0.19 66.78 4.38 0.44 ----- ----- ----- ----- ----- ---- 0.44 18.00 0.18 66.78 4.37 0.44 ---- ----- ---- ----- ----- ---- 0.44 18.10 0.18 66.77 4.36 0.44 ----- ---- ---- ---- ---- ----- 0.44 18.20 0.18 66.76 4.35 0.44 ----- ---- ---- ----- ---- ----- 0.44 18.30 0.17 66.76 4.34 0.44 ----- ---- --- ----- ---- ----- 0.44 18.40 0.17 66.75 4.34 0.44 ----- ----- ---- ---- ----- ---- 0.44 18.50 0.17 66.74 4.33 0.44 ----- ----- ---- ----- ---- ----- 0.44 18.60 0.17 66.73 4.32 0.43 ----- ----- ----- ----- ----- ----- 0.43 18.70 0.17 66.73 4.31 0.43 ----- ---- ---- ----- ----- ----- 0.43 18.80 0.16 66.72 4.30 0.43 --- ---- ---- ----- ----- ----- 0.43 18.90 0.16 66.71 4.29 0.43 ----- ---- ---- ----- ---- ----- 0.43 19.00 0.16 66.71 4.28 0.43 ---- ---_ ____ ____ ---- _____ 0.43 19.10 0.16 66.70 4.27 0.43 --- ----- ---- ----- ---- --- 0.43 19.20 0.16 66.69 4.26 0.43 ----- --- ----- ----- ---- ----- 0.43 19.30 0.16 66.69 4.25 0.42 ----- ---- ---- ----- ---- ---- 0.42 19.40 0.16 66.68 4.24 0.42 ---- ----- -__ ____ _____ __w 0.42 19.50 0.15 66.67 4.23 0.42 ---- ----- ----- ---- ----- ----- 0.42 19.60 0.15 66.66 4.22 0.42 ---- ----- -- ----- ---- ----- 0.42 19.70 0.15 66.66 4.22 0.42 --- ----- ----- ----- ---- ----- 0.42 19.80 0.15 66.65 4.21 0.42 ----- --- ----- ----- ---- ---- 0.42 19.90 0.15 66.64 4.20 0.42 ----- ----- ---- ---- ---- ----- 0.42 20.00 0.15 66.64 4.19 0.41 ----- ---- --- ----- ---- ----- 0.41 Continues on next page... Detention 100-Yr Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 20.10 0.14 66.63 4.18 0.41 ----- ---- ----- ----- ----- ---- 0.41 20.20 0.14 66,62 4.17 0.41 ----- ----- ----- ----- ----- ----- 0.41 20.30 0.14 66.62 4.16 0.41 ----- ----- ----- ----- ----- ----- 0.41 20.40 0.14 66.61 4.15 0.41 ----- ----- ---- ----- ----- ----- 0.41 20.50 0.14 66.60 4.14 0.41 ----- ----- ----- ----- ----- ---- 0.41 20.60 0.14 66.60 4.13 0.40 --- ---- ----- ----- ----- ----- 0.40 20.70 0.13 66.59 4.12 0.40 ----- ----- ----- ----- ----- ----- 0.40 20.80 0.13 66.58 4.11 0.40 ----- ----- ----- ---- ----- ----- 0.40 20.90 0.13 66.57 4.10 0.40 ---- ---- ----- ----- ----- ----- 0.40 21.00 0.13 66.57 4.09 0.40 ----- --- ----- ----- ----- ----- 0.40 21.10 0.13 66.56 4.08 0.40 ---- ---- ----- ----- ----- ----- 0.40 21.20 0.13 66.55 4.07 0.40 ----- ----- ----- ----- ----- ----- 0.40 21.30 0.12 66.55 4.06 0.39 ----- ----- ----- ----- ----- ----- 0.39 21.40 0.12 66.54 4.05 0.39 ----- ----- ----- ----- ----- ---- 0.39 21.50 0.12 66.53 4.04 0.39 ----- ----- ----- ----- ----- ----- 0.39 21.60 0.12 66.52 4.03 0.39 ----- ----- ----- ----- ----- ----- 0.39 21.70 0.12 66.52 4.02 0.39 ----- ----- ---- ----- ----- ----- 0.39 21.80 0.12 66.51 4.01 0.39 ----- ----- ----- ----- ----- ---- 0.39 21.90 0.11 66.50 4.00 0.38 ----- ---- ---- ----- ----- ----- 0.38 22.00 0.11 66.50 3.99 0.38 ----- ----- ---- ----- ----- ----- 0.38 22.10 0.13 66.49 3.98 0.38 ----- ---- ----- ----- ----- ----- 0.38 22.20 0.15 66.48 3.97 0.38 ----- ---- ----- ----- ----- ----- 0.38 22.30 0.14 66.48 3.96 0.38 ----- ----- ----- ----- ----- ----- 0.38 22.40 0.13 66.47 3.95 0.38 ----- ----- ----- ---- ---- ----- 0.38 22.50 0.11 66.46 3.94 0.38 ----- --- ----- ----- ----- ----- 0.38 22.60 0.11 66.46 3.93 0.37 ----- ---- ---- ____ ____ ____ 0.37 22.70 0.11 66.45 3.93 0.37 ----- --- ----- ---- ----- ----- 0.37 22.80 0.11 66.44 3.92 0.37 ----- ----- ----- ----- ----- --- 0.37 22.90 0.11 66.44 3.91 0.37 ---- ----- __-_ _____ ____ ____ 0.37 23.00 0.11 66.43 3.90 0.37 ---_ ____ __-_ _____ _____ ----- 0.37 23.10 0.11 66.42 3.89 0.37 ---- ---- ----- ----- ----- ---- 0.37 23.20 0.11 66.42 3.88 0.36 ----- ---- ---- ----- ----- ---- 0.36 23.30 0.10 66.41 3.87 0.36 --- ---- ---- ----- ---- ---- 0.36 23.40 0.10 66.40 3.86 0.36 --__ ____ ----- _-__ -_- _____ 0.36 23.50 0.10 66.40 3.85 0.36 ---- --- ----- ----- ----- ----- 0.36 23.60 0.10 66.39 3.84 0.36 ---- ---- --- ----- ----- --- 0.36 23.70 0.10 66.38 3.83 0.36 ----- ----- ----- ---- ----- ---- 0.36 23.80 0.10 66.38 3.82 0.35 ---- --- ----- ----- ---- ----- 0.35 23.90 0.10 66.37 3.81 0.35 ---- ----- ---- ----- --- --- 0.35 24.00 0.10 66.36 3.80 0.35 --- -- _____ _____ _____ _____ 0.35 24.10 0.08 66.36 3.79 0.35 --__ ____ ___ ____ _____ __- 0.35 24.20 0.04 66.35 3.77 0.35 ---- --- ----- ---_ -_- __-_ 0.35 24.30 0.01 66.34 3.76 0.34 ----- ----- ----- ----- --- -- 0.34 24.40 0.00 66.33 3.75 0.34 ----- ---- ---- ----- ---- ---- 0.34 24.50 0.00 66.32 3.74 0.34 ----- ---- ---- --- ----- ----- 0.34 24.60 0.00 66.31 3.72 0.34 ---- ___ __-_ _____ _____ ___ 0.34 24.70 0.00 66.31 3.71 0.34 ----- ---- ----- ----- ---- ----- 0.34 24.80 0.00 66.30 3.70 0.33 ----- ----- ---- ---- ----- ----- 0.33 24.90 0.00 66.29 3.68 0.33 --- ---- ---- ----- ---- --- 0.33 Continues on next page... Detenfion 100-Yr Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 25.00 0.00 66.28 3.67 0.33 --- ----- ----- ---- ----- ----- 0.33 25.10 .0.00 66.27 3.65 0.33 ----- ----- ----- ----- ----- ----- 0.33 25.20 0.00 66.26 3.64 0.32 ----- ---- ----- ----- ----- ----- 0.32 25.30 0.00 66.25 3.63 0.32 ----- ---- ----- ----- ----- ----- 0.32 25.40 0.00 66.25 3.61 0.32 ----- ----- ----- ----- ----- ----- 0.32 25.50 0.00 66.24 3.60 0.32 ----- ----- ---- ----- ----- ----- 0.32 25.60 0.00 66.23 3.59 0.31 ----- ----- ---- ----- ----- ----- 0.31 25.70 0.00 66.22 3.58 0.31 ---- ----- ----- ----- ----- ----- 0.31 25.80 0.00 66.21 3.56 0.31 ----- ----- ----- ----- ----- ----- 0.31 25.90 0.00 66.21 3.55 0.31 ----- ----- ---- ----- ----- ----- 0.31 26.00 0.00 66.20 3.54 0.31 ----- ---- ----- ----- ----- ----- 0.31 26.10 0.00 66.19 3.52 0.30 ---- ----- ----- ----- ----- ----- 0.30 26.20 0.00 66.18 3.51 0.30 ----- ----- ----- ----- ----- ---- 0.30 26.30 0.00 66.17 3.50 0.30 ----- ----- ----- ----- ----- ----- 0.30 26.40 0.00 66.17 3.49 0.30 ----- ----- ---- ----- ----- ----- 0.30 26.50 0.00 66.16 3.47 0.29 ----- ----- ----- ----- ---- ----- 0.29 26.60 0.00 66.15 3.46 0.29 ---- ---- ----- ----- ----- ----- 0.29 26.70 0.00 66.14 3.45 0.29 ----- ----- ----- ----- ----- ----- 0.29 26.80 0.00 66.14 3.44 0.29 ---- ----- ----- ----- ----- ----- 0.29 26.90 0.00 66.13 3.42 0.29 ----- ----- ----- ----- ----- ----- 0.29 27.00 0.00 66.12 3.41 0.28 ---- ---- ----- ----- ----- ----- 0.28 27.10 0.00 66.11 3.40 0.28 ----- ----- ----- ----- ----- ----- 0.28 27.20 0.00 66.11 3.39 0.28 ----- ----- ----- ----- ----- ----- 0.28 27.30 0.00 66.10 3.38 0.28 ---- ----- ----- ----- ----- ----- 0.28 27.40 0.00 66.09 3.36 0.27 ----- ----- ----- ----- ----- ----- 0.27 27.50 0.00 66.08 3.35 0.27 ----- ----- ----- ----- ----- ---- 0.27 27.60 0.00 66.08 3.34 0.27 ----- ---- ----- ---- ----- ---- 0.27 27.70 0.00 66.07 3.33 0.27 ---- ---- ----- ----- ----- ----- 0.27 27.80 0.00 66.06 3.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 27.90 0.00 66.06 3.30 0.26 ---- ----- ----- ----- --_ _____ 0.26 28.00 0.00 66.05 3.29 0.26 ----- ---- ----- ----- ----- --- 0.26 28.10 0.00 66.04 3.28 0.26 --- ----- ---- ---- ----- ----- 0.26 28.20 0.00 66.04 3.27 0.26 ----- ----- --- --- ---- ---- 0.26 28.30 0.00 66.03 3.26 0.25 -- ---- ----- ----- ----- ----- 0.25 28.40 0.00 66.02 3.25 0.25 ---- ----- ----- ----- ----- ----- 0.25 28.50 0.00 66.02 3.23 0.25 ----- ----- ----- -- ----- ----- 0.25 28.60 0.00 66.01 3.22 0.25 ----- ----- ---- ---- ----- ----- 0.25 28.70 0.00 66.00 3.21 0.24 ----- ---- --- ----- ----- ---- 0.24 28.80 0.00 66.00_ 3.20 0.24 ---- ----- ---- ----- ----- ----- 0.24 28.90 0.00 65.99 3.18 0.24 ---- ---- ----- --- ----- ----- 0.24 29.00 0.00 65.98 3.17 0.23 ----- ----- ----- ---- ----- ----- 0.23 29.10 0.00 65.97 3.15 0.23 ---- --- ----- ----- ----- ---- 0.23 29.20 0.00 65.96 3.14 0.23 ---- --__ ____ ___ ____ ____ 0.23 29.30 0.00 65.96 3.12 0.23 --- ---- ----- ---- ----- ---- 0.23 29.40 0.00 65.95 3.11 0.22 ---- ---- ---- ---- ---- ---- 0.22 29.50 0.00 65.94 3.10 0.22 ---- ---- ---- ----- ----- ----- 0.22 29.60 0.00 65.93 3.08 0.22 ----- ----- ----- ----- ----- ---- 0.22 29.70 0.00 65.93 3.07 0.21 ---- ----- ---- ----- ---- ----- 0.21 29.80 0.00 65.92 3.06 0.21 -- ----- ----- ---- ----- ---- 0.21 Continues on next page... Detention 100-Yr Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 29.90 0.00 65.91 3.04 0.21 ----- ----- ----- ---- ----- ----- 0.21 30.00 0.00 65.90 3.03 0.20 ----- ----- ---- ----- ----- ----- 0.20 30.10 0.00 65.90 3.02 0.20 ----- ----- -- ----- ----- ----- 0.20 30.20 0.00 65.89 3.00 0.20 ----- ----- ----- ----- ----- ----- 0.20 30.30 0.00 65.88 2.99 0.19 ----- ----- ----- ----- ----- ----- 0.19 30.40 0.00 65.88 2.98 0.19 ----- ----- ----- ----- ---- ----- 0.19 30.50 0.00 65.87 2.96 0.19 ----- ----- ----- ----- ----- ----- 0.19 30.60 0.00 65.86 2.95 0.19 ----- ----- ---- ----- ----- ----- 0.19 30.70 0.00 65.86 2.94 0.18 ----- ----- ----- ----- ----- ---- 0.18 30.80 0.00 65.85 2.92 0.18 ----- ----- ----- ----- ----- ----- 0.18 30.90 0.00 65.84 2.91 0.18 ----- ----- ----- ---- ----- ----- 0.18 31.00 0.00 65.84 2.90 0.17 ----- ----- ---- ----- ----- ---- 0.17 31.10 0.00 65.83 2.89 0.17 ----- ----- ----- ----- ----- ---- 0.17 31.20 0.00 65.83 2.88 0.17 ----- ----- ----- ---- ----- ----- 0.17 31.30 0.00 65.82 2.87 0.16 ----- ---- ----- ----- ----- ---- 0.16 31.40 0.00 65.81 2.86 0.16 ----- ----- ---- ----- ---- ---- 0.16 31.50 0.00 65.81 2.84 0.16 ----- ----- ---- ----- ----- ----- 0.16 31.60 0.00 65.80 2.83 0.16 ----- ----- ----- ----- ----- ----- 0.16 31.70 0.00 65.80 2.82 0.15 ----- ----- ----- ---- ----- ----- 0.15 31.80 0.00 65.79 2.81 0.15 ----- ----- ---- ----- ----- ---- 0.15 31.90 0.00 65.79 2.80 0.15 ----- ----- ---- ----- ----- ----- 0.15 32.00 0.00 65.78 2.79 0.14 ----- ----- ---- ---- ----- ----- 0.14 32.10 0.00 65.78 2.78 0.14 ----- ----- ----- ----- ----- ----- 0.14 32.20 0.00 65.77 2.77 0.14 ---- ----- ---- ----- ----- ----- 0.14 32.30 0.00 65.77 2.76 0.13 ---- ----- ----- ---- ----- ----- 0.13 32.40 0.00 65.76 2.75 0.13 ----- ----- ----- ----- ---- ----- 0.13 32.50 0.00 65.76 2.74 0.13 ----- ----- ----- ----- ----- ---- 0.13 32.60 0.00 65.76 2.73 0.12 ---- ----- ---- ----- ---- ----- 0.12 32.70 0.00 65.75 2.72 0.12 ---- ----- ---- ----- --- ----- 0.12 32.80 0.00 65.75 2.71 0.12 ---- ----- ---- ----- ---- ----- 0.12 32.90 0.00 65.74 2.71 0.12 ---- ---- ----- ----- ----- ----- 0.12 33.00 0.00 65.74 2.70 0.11 ---- ---- ---- ----- ----- ----- 0.11 33.10 0.00 65.73 2.69 0.11 -- ---- --- ----- ----- ---- 0.11 33.20 0.00 65.73 2.68 0.11 ---- ----- ----- ----- ---- ----- 0.11 33.30 0.00 65.73 2.67 0.10 ----- ----- ----- ---- ----- ----- 0.10 33.40 0.00 65.72 2.67 0.10 ---- ----- ---- ----- ----- ---- . 0.10 33.50 0.00 65.72 2.66 0.10 ----- ----- --- --- ---- ----- 0.10 33.60 0.00 65.72 2.65 0.10 ----- ---- ---- _____ ____ __-_ 0.10 33.70 0.00 65.71 2.64 0.10 --- ----- ----- ---- ----- ---- 0.10 33.80 0.00 65.71 2.64 0.09 --- ----- ----- --- ----- ---- 0.09 33.90 0.00 65.71 2.63 0.09 ---_ _____ ____ -___ _____ _-_ 0.09 34.00 0.00 65.70 2.62 0.09 ---- ----- -- ____ ____ ____ 0.09 34.10 0.00 65.70 2.62 0.09 ----- --- -- -- --- ----- 0.09 34.20 0.00 65.70 2.61 0.08 ----- ---- _____ ___ ____ ____ 0.08 34.30 0.00 65.69 2.60 0.08 ----- ---- ---- -- ---- ----- 0.08 34.40 0.00 65.69 2.60 0.08 ---- ----- ---- ----- ----- ----- 0.08 34.50 0.00 65.69 2.59 0.08 _____ 0.08 34.60 0.00 65.69 2.59 0.08 --- --- - --- ----- ----- 0.08 34.70 0.00 65.68 2.58 0.08 --- ----- ----- ---- ----- ----- 0.08 Continues on next page... Detention 100-Yr Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 34.80 0.00 65.68 2.57 0.07 ----- ----- ----- ----- ----- ----- 0.07 34.90 0.00 65.68 2.57 0.07 ----- ----- ----- ---- ---- ----- 0.07 35.00 0.00 65.68 2.56 0.07 ----- ----- ----- ----- ----- ---- 0.07 35.10 0.00 65.67 2.56 0.07 ---- ----- ----- ----- ----- ---- 0.07 35.20 0.00 65.67 2.55 0.07 ----- ----- ----- ----- ----- ----- 0.07 35.30 0.00 65.67 2.54 0.07 ----- ----- ----- ----- ----- ----- 0.07 35.40 0.00 65.67 2.54 0.07 ----- ----- ----- ---- ----- ----- 0.07 35.50 0.00 65.66 2.53 0.06 ---- ----- ----- ---- ----- ----- 0.06 35.60 0.00 65.66 2.53 0.06 -_- _____ ____ ----- _____ ----- 0.06 35.70 0.00 65.66 2.52 0.06 ---- ----- ----- ---_ _____ ____ 0.06 35.80 0.00 65.66 2.52 0.06 ----- ----- ----- ----- ---- ----- 0.06 35.90 0.00 65.66 2.52 0.06 ----- ----- ---- ----- ---- ----- 0.06 36.00 0.00 65.65 2.51 0.06 ----- ----- ----- ----- ----- ---- 0.06 36.10 0.00 65.65 2.51 0.06 ----- ----- ----- ----- ----- ----- 0.06 36.20 0.00 65.65 2.50 0.06 ----- ----- ----- ----- ----- ----- 0.06 36.30 0.00 65.65 2.50 0.05 ----- ----- ----- ---- ----- ----- 0.05 36.40 0.00 65.65 2.49 0.05 ----- ----- ----- ----- ----- ---- 0.05 36.50 0.00 65.64 2.49 0.05 ---- ----- ----- ----- ----- ----- 0.05 36.60 0.00 65.64 2.48 0.05 ----- ----- ----- --- ----- ----- 0.05 36.70 0.00 65.64 2.48 0.05 ----- ----- ----- ----- ----- ---- 0.05 36.80 0.00 65.64 2.48 0.05 ----- ----- ----- ----- ----- --- 0.05 36.90 0.00 65.64 2.47 0.05 ----- ----- ----- ----- ---- ----- 0.05 ...End Reservoir Report Page English Reservoir No. 2 - Detention Pond-13 Pond Data Pond storage is based on known contour areas Stage / Storage Table Stage Elevation Contour area Incr. Storage Total storage ft ft sgft cuft cuft 0.00 65.00 9,973 0 0 1.00 66.00 10,676 10,325 10,325 2.00 67.00 17,004 13,840 24,165 3.00 68.00 21,422 19,213 43,378 Culvert/ Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 12.0 4.0 0.0 0.0 Crest Len ft = 9.16 0.00 0.00 0.00 Span in = 12.0 4.0 0.0 0.0 Crest El.ft = 67.50 0.00 0.00 0.00 No. Barrels = 1 1 0 0 Weir Coeff. = 3.00 0.00 0.00 0.00 Invert El.ft = 64.42 65.50 0.00 0.00 Eqn. Exp. = 1.50 0.00 0.00 0.00 Length ft = 64.0 0.0 0.0 0.0 Multi-Stage = Yes No No No Slope% = 0.50 0.00 0.00 0.00 N-Value = .013 .013 .013 .000 Orif.Coeff. = 0.61 0.60 0.60 0.00 Multi-Stage = --- Yes, No No Tailwater Elevation = 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage/ Storage / Discharge Table Stage Storage Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 65.00 1.24 0.00 --- -- 0.00 --- --- --- 0.00 1.00 10,325 66.00 3.20 0.24 -- --- 0.00 --- --- --- 0.24 2.00 24,165 67.00 4.66 0.49 --- -- 0.00 --- --- --- 0.49 3.00 43,378 68.00 5.75 0.00 --- -- 9.72 -- --- -- 5.75 �4oMM •�+ 1540 SULLIVAN AVENUE•SOUTH WINDSOR, CT 06074-2786 ~°soe•co�'� AREA CODE 860/644-2511 FAX 860/644.3781 OFFICE OF THE TOWN COUNCIL May 2, 2000 Mr. Walter Mealy, Chairman Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, Ct. 06074 Dear Mr. Mealy: At its Regular Meeting of May 1, 2000, the South Windsor Town Council approved the following Resolution: WHEREAS, J. E. Shepard Company has requested that the portion of Bidwell Road where it enters the property of J. E. Shepard Company, which is leased to- ONSI at 100 Bidwell Road, be discontinued; and WHEREAS, J. E. Shepard Company will enter into an agreement to maintain this portion of roadway if it is discontinued by the Town; and WHEREAS, the South Windsor Traffic Commission has found that the discontinuance of this portion of roadway will not create traffic or safety problems; and WHEREAS, any plan to discontinue a portion of the roadway.must first be submitted to the South Windsor Planning and Zoning Commission for a report pursuant to Section 8-24 of the Connecticut General Statutes (Resolution Continued on Next Page) Mr. Walter Mealy, Chair, P&Z Re: Resolution Regarding Bidwell Road - Partial Closine Page 2 May 2, 2000 NOW, THEREFORE, BE IT RESOLVED that the plan to discontinue that portion of Bidwell Road that leads from the main portion of Bidwell Road to ONSI's location at 100 Bidwell Road be submitted to the South Windsor Planning and Zoning Commission for a report pursuant to Section 8-24; of the Connecticut General Statutes. Respectfully submitted, Patricia R. Brown Clerk of the Council Cc: Matthew B. Galligan, Town Manager Marcia Banach, Director of Planning✓ Michael Gantick, Director of Public Works o . r � 2 . 4 � ~DSOR.CU�� -3 1 SOUTH • - TOWN Planning Department • 1 Sullivan Avenue South • • 06074 : . 1 . . . 1. fax Memo To: Pat Brown,Town Council From Phyllis M.Mann, Planning&Zoning Commission Date: 01/10/05 Re:, CGS Referral 8-24 International Fuel Cells—90 Bidwell Road The Planning and Zoning Commission, at its meeting on January 4, 2005 discussed the above referenced referral. It was the consensus of the commission that abandonment of the road stub off of Bidwell Road, as suggested by the Town Cuncil, would be in the best interest of the Town and applicant. 0 Page 1 a T •-� MOWN St4 y s ` 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•COar AREA CODE 860/644-2511 July 15, 1998 Certified Mail J. E. Shepard J. E. Shepard Company 200 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Shepard: Re: Appl #98-37P, ONSI Corp/International Fuel Cells/90 Bidwell Road We are pleased to advise you that the Planning & Zoning Commission voted on July 14, 1998 to approve with modifications the above referenced application for Site Plan of Development for the construction of a 5,000 sq. ft. addition on property located at 90 Bidwell Road, I zone as shown on plans prepared by Messier & Associates, Inc. Project No. 93-106 and revised through July 13, 1998. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permits will be issued until the final mylars have been filed in the Town Clerk's office. 3. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. The row of arborvitae shown on Sheet #5 along the southwest side of the building should be labeled as such; and quantities on the plan sheet should match quantities in the landscaping chart on Sheet #8. The road stub from Bidwell Road to this site has never been completed, and has no public turn-around area. The road needs to either be completed to Town standards (with addition of a standard cul-de-sac); or formal abandonment of any rights the Town may have acquired, either intentionally or unintentionally, must be pursued with the Town Council. Black and white transparent mylars of Sheets #3 and #4 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this a - y 6 Commission within 30 days to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. After the Commission has signed the mylars, they will be returned to you for filing in the Office of the Town Clerk by October 31, 1998. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Chairmafi FAC/pmm Enclosure Cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Messier & Associates, Inc.