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HomeMy WebLinkAboutWestview Office Parking SitePlanModifica TuwiV Ur- buu lti wLaIj5UK _ ' Yl.FIiYlY1P[G do ZOIYIlYG GUMMISSION t o+N S�:q\ APPLICATION FORM -4Q�P Application No: Official Receipt Date: Receipt No: `t'" 1 APPLICANT: _Wesi Sri ew nffi rr- Park Acc.,r.i as-inn., Inc, ADDRESS: 1050 Sullivan Avenue, South Windsor, CT 06074 RECEIVED OWNER OF RECORD ON LAND RECORDS: same ALM 4 402 ADDRESS: COMPLETE LOCATION OF PROPERTY: 1050 Sullivan Avenue ASSESSOR'S MAP # 100 PARCEL# 34 ZONE RO NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMallie Principal, Design Professionals, Inc., 165 South Satellite Road, South Windsor CT 06074 Tel. 291-8755, Fax 291-8757 . 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 Modification ❑ 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) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commisai t r Signa ure of Applicant Signature of Property CKmlr (See reverse side for additional information) Ile l ddve At.of 3 Xj � t 1 � ✓' � fd 4t r"� = chi'! ce Iq c kfd� Pal �� t�u of d IIi Minutes Town Council Regular Meeting Page 5 February 19, 2002 16. Unfinished Business A. Resolution Authorizing the Town Manager to Execute a Partial Release of a Conservation Easement at Westview Office Park. WHEREAS, the owners of Westview Office P ark are requesting a �Ni partial release of a Conservation Easement on their property at Westview Office Park to allow them to provide fifteen (15) new parking I spaces at the northerly end of the site, all of which are along the property's internal driveway, and all of which are to be screened with existing and supplemental vegetation to provide additional parking to accommodate their patients, guests, clients, and employees; and WHEREAS, a Public Hearing was scheduled on this request, pursuant to the Town of South Windsor's newly adopted Ordinance pertaining to the release of Conservation Easements, with notice to 17 the Planning and Zoning Commission and the Inland/Wetlands Agency (there are no abutting property-owners, since the parcel is surrounded by public streets); and WHEREAS, a Public Hearing was conducted on January 7, 2002, at which the public and the Planning and Zoning Commission and the Inland/Wetlands Agency were given an opportunity to provide input to the Town Council; NOW, THEREFORE, BE IT RESOLVED that pursuant to said Ordinance, the South Windsor Town Council hereby authorizes the Town Manager to execute a partial release of the Conservation Easement, as requested, in a form to be approved by the Town Attorney. Made by: Deputy Mayor Streeter Seconded by: Councillor Delnicki y i Minutes Town Council Regular Meeting i Page 6 February 19, 2002 16. A. (Continued) A motion was made by Deputy Mayor Streeter to amend the Resolution by adding the following at the end of the Resolution: BE IT FURTHER RESOLVED that the Town Council grant the request for the partial release and that the approval be conditioned on the following: 1) That there shall not be a signed agreement subject to approval by the Planning and Zoning Commission and any other applicable Town board or commission of the site plan and issues surrounding the project to construct the additional 15 parking spaces; and 2) the Town obtaining an appraisal, with the cost to be borne by the applicants, to determine the value of the partial easement being released; and if the value �• is greater than $25,000, a referendum on the issue would be required. The motion to amend was seconded and the amendment was unanimously approved. Patricia Conrad, 864 Strong Road, indicated that the whole issue twenty years ago related to the parking spaces. She said the Town did sell the land. It was the Town Council that asked for the conservation easement; and it was Planning & Zoning that made up the rules. She said they were very specific with regard to the "20 spaces only" in the conservation easement, and they were very specific in the size of the parking spaces. She questioned whether the 15 additional parking spaces are worth $25,000. She said the people were told at that time to "manage this building better." Deputy Mayor Streeter noted that during the original discussions, the Town Planner at that time (Peter DeMallie) had said that the number of spaces was less than that for which they could have applied. He also said that the architect, Mr. Gregory Montana, had felt that the 58 original parking spaces were adequate for an 11,500 square foot office building and no one had a problem with that at that time. In the early 90's, when Minutes Town Council Regular Meeting Page 7 February 19, 2002 16. A. (Continued) they were discussing the possibility of another building, they said it would be the correct zone. If there was another building, there would have been additional parking. Mrs. Conrad said that the people in the building knew the restrictions on the land when they came in. She reiterated that this issue is not new; it has come up repeatedly. Mayor Aman noted that he would be abstaining from a vote due to the fact that he has a conservation easement on his property. The Amended Resolution was approved on a Roll Call vote, 7 Ayes and 1 Abstention, as follows: Councillor Barbour Yes Councillor Burnham Yes Councillor Havens Yes Councillor Delnicki Yes Councillor Lassman Fisher Yes Deputy Mayor Streeter Yes Councillor Pelkey Yes Mayor Aman Abstain 17. New Business *A. Resolution Setting a Time and Place for a Public Hearing on a Proposed Amendment to Ordinance #139 - Code of Ordinances Sections 10-200 Through 10-205 Concerning Construction, Alteration, Building Permit, Moving and Demolition Fees and Fees for Signs (APPROVED BY CONSENT AGENDA). The Board of Directors for Westview Office Park Condominium Association located at 1050 Sullivan Avenue, South Windsor, Connecticut hereby authorizes Peter De Maillie of Design Professionals, Inc. to sign any applications required to submit the site plan for 1050 Sullivan Avenue, South Windsor, Connecticut. Date Date RECEIVED DRAINAGE STATEMENT AUG 9 2002 WESTVIEW OFFICE PARK SOUTH WINDSOR, CONNECTICUT SOUTH WINDSOR PLANNING DEPT. The Westview Office Park is proposing to add additional parking on their site. As part of the addition of the parking, 2 drywells are proposed to collect runoff from the additional parking areas. The site presently drains to an on site drywell. The drywell appears to be functioning adequately. There are a series of 6 catch basins on site that discharge to this drywell. Under proposed conditions, additional parking will be added in two principal areas. One area is on the eastern side of the site adjacent to the entrance driveway from Ayers Road. The second area is on the western side of the site near the intersection of Ayers Road and Sullivan Avenue. Both proposed parking areas are to be graded to drain to new drywells. Soil testing was done at the site including deep test pits and permeability testing. The deep test pits showed some gravel fill, and native sandy loam. The permeability testing indicated that the permeability rate for the native sandy loam was very good at over 100 feet per day. No indications of mottling or other restrictive conditions were found. As part of the analysis for the drywells, the Hydroflow Hydrographs program was utilized to model the drywell structures. The results of the analysis are included herein. As the analysis shows,the drywells can handle the flows for storms in excess of the 100- year design storm. Drainage area maps have also been included herein for the two proposed drywells. Hydrograph Summary Report Paged Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph No. type now interval peak hyd(s) elevation storage description (origin) (ifs) (min) (min) (cult) (fl) (cult) 1 Rational 0.48 1 5 145 — — to west drywell 2 Reservoir 0.01 1 6 145 1 146.50 141 west drywell 3 Rational 0.51 1 5 152 — to east drywell 4 Reservoir 0.01 1 5 152 3 156.00 148 Proj. file: 1414.gpw Return Period: 100 yr Run date: 08-07-2002 Hydrallow Hydrographs by Intelisolve Reservoir Report Page 1 Reservoir No. 4 - western drywell Hydraftow Hydrographs by Intelisolve Pond Data Pond storage is based on known values Stage/Storage Table Stage(ft) Elevation(it) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 145.50 00 0 0 1.00 146.50 00 0 75 2.00 147.50 00 0 150 3.00 148.50 00 0 225 4.00 149.50 00 0 300 Culvert/Orifice Structures Weir Structures [A) [B] IC] [D] [A] [B] [C] [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len it = 0.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El.it = 0.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.it = 0.00 0.00 0.00 0.00 Weir Type = - - - - Length ft = 0.0 0.0 0.0 0.0 Multi-Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .000 .000 .000 .000 OdE Coeff. = 0.00 0.00 0.00 0.00 Multistage = n/a No No No Exfiltration Rate = 3.00 in/hr/sgft Tabveer Elev.= 0.00 It Note:NI outflows have been analyzed under inlet and outlet control. Stage/Storage/Discharge Table Stage Storage Elevation Ctv,A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Total ft cuft ft cis ds cis cis cis cis cis cis cis cis 0.00 0 145.50 - - - - - - - - 0.000 0.00 1.00 75 146.50 - - - - - - - - 0.000 0.01 2.00 150 147.50 - - - - - - - - 0.000 0.01 3.00 225 148.50 - - - - - - - - 0:000 0.02 4.00 300 149.50 - - - - - - - - 0.000 0.03 Hydrograph Report Pap, Hydraflow Hydrograos by Intelisolve Hyd. No. 2 west drywell Hydrograph type = Reservoir Peak discharge = 0.01 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = western drywell Max. Elevation = 146.50 ft Max. Storage = 141 cuff storage Indication method used. Outflow hydmgWh volume=145 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.05 0.29 145.85 0.00 0.07 0.39 146.11 --- ---- ----- --- ----- ---- ----- ----- ----- 0.01 0.08 0.48<< 146.45 ----- - _-- ---- - - ---- ----- ---- 0.01 0.10 0.39 146.50<< ----- ----_ ---- ----- -- ___ ____ ____ -_ 0.01 << 0.12 0.29 146.50<< ----- ---- -_ ____ ___ -_ ___ ___ -_ 0.01 << 0.13 0.19 146.50<< 0.01 << 0.15 0.10 146.50<< ---- --- --- ---- ----- --- ---- ----- -- 0.01 << 0.17 0.00 146.50<< ---_ ____ _____ _____ _- _- __- _-- --- 0.01 << 0.18 0.00 146.50<< _- --- ---- ----- --- --- -- ---- ----- 0.01 << 0.20 0.00 146.50<< ---- - --- -____ ___ _____ ___ _-_ -_ _____ 0.01 << 0.22 0.00 146.50 << 0.01 << 0.23 0.00 146.50<< --__- --- ---- - -- -- -- ---- ---- 0.01 << 0.25 0.00 146.50<< _____ --- _-__ _, -- ---- ----- __-- ----- 0.01 << 0.27 0.00 146.50 << ----- ----- --.- ---- ---- ---- __M ____ ___ 0.01 0.28 0.00 146.50 << -- ----- -- --- -_ _w _____ _____ ___ 0.01 << 0.30 0.00 146.50<< ----- ----- --- ---- ---- ----- --- --- --- 0.01 << 0.32 0.00 146.50<< ----_ _--- ---- ---- ---- --_ -- -- ---- 0.01 << 0.33 0.00 146.50<< -_-- ----_ -- -- -- ----- --- --- --- 0.01 << 0.35 0.00 146.50<< ----- .-_-- -_ _____ __- _w_ ___ M_ _____ 0.01 << 0.37 0.00 146.50<< 0.01 << 0.38 0.00 146.50<< --- ___ _-_ ___ _____ a-- __-- -__ 0.01 << 0.40 0.00 146.50<< _____ ___ _____ _-_ _w_ _____ _-___ -_ ___ 0.01 << 0.42 0.00 146.50<< --- --_ -- _-__ _____ ____ --- _--- 0.01 « 0.43 0.00 146.50<< ---- ----- ----- ---- --- --- --- ----- ----- 0.01 << 0.45 0.00 146.50<< -__ _____ _- ___ _____ ___ _w ___ _ __ 0.01 << 0.47 0.00 146.50<< -- ----- -- M_ _-_ _____ ____ ___ ___ 0.01 << 0.48 0.00 146.50<< 0.01 << 0.50 0.00 146.50<< w_ _-_ _____ _____ ____ ____ ____ ____ . __ 0.01 << 0.52 0.00 146.50<< 0.01 << 0.53 0.00 146.50<< ___ _____ _____ _ __ _____ ____ _____ -_ _____ 0_01 << 0.55 0.00 146.50<< -_ _____ _____ _____ _____ -_ _- ___-- _-- 0.01 << 0.57 0.00 146.50<< 0A1 << 0.58 0.00 146.50<< --- --- _---- _--- -____ --_ _____ ---- _-- 0.01 0.60 0.00 146.50<< ---__ ____ _- __- _-- -- ----- __-- ---- 0.01 << 0.62 0.00 146.50<< - -_ -__- --_- ---- _---- -- --- --- --- 0.01 << 0.63 0.00 146.50<< ---_ ____ _____ ____ _____ _- _- _____ ____ 0.01 << 0.65 0.00 146.50<< -- -_- _____ -- _____ _M _- _- ____ 0.01 << 0.67 0.00 146.50<< -- _____ _____ Q.01 << Continues on next page... west drywell 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 (hm) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.68 0.00 146.50<< ---- ---- ---- ---- ----- ---- ----- --- ---- 0.01 << 0.70 0.00 146.50<< -- ----- ---- ----- --- ----- --- --- -- 0.01 << 0.72 0.00 146.50<< ----- _- -_ _____ __- _- -_ -__ _____ 0.01 << 0.73 0.00 146.50 << --_ _____ ____ _____ _____ _-_ ___ ___ ----- 0.01 << 0.75 0.00 146.50 << -- _- ----- ---- __-- ___ _- _____ _-- 0.01 << 0.77 0.00 146.50<< -_--- ----- ----- ---_ ___ --- --- -_ _____ 0.01 << 0.78 0.00 146.50<< --- --- --- --- --- ----- ---- ---- --- 0.01 << 0.80 0.00 146.50<< -_ _-_ M _-_ _ ___ _- ___ _____ -_ 0.01 << 0.82 0.00 146.50 << --- ---- ---- --- ----- ----- ---- ---- --- 0.01 << 0.83 0.00 146.50<< -- --- ---- ----- --_ ____ _- _- ___ 0.01 << 0.85 0.00 146.50<< --- ----- ---- ---- ---- ----- ---- ----- ----- 0.01 << 0.87 0.00 146.50<< ___ _-_ _____ __-- _____ __-- __-- -- 0.01 0.88 0.00 146.50<< -- ----- --- ---_ _- ___ __- __-- __-- 0.01 << 0.90 0.00 146.50<< --- --- -- ----- --- ---- -__ _- -__ 0.01 << 0.92 0.00 146.50 << 0.01 << 0.93 0.00 146.50<< -- -- ---- ----- ----- ----- ---_ ____ -_ 0.01 << 0.95 0.00 146.50<< 0.01 << 0.97 0.00 146.50<< --- --- ---- __- _ - _____ _____ _____ _____ 0.01 << 0.98 0.00 146.50<< ---- ---- --- --- ---- ---- ---- ---- --- 0.01 << 1.00 0.00 146.50 << ----- ---- -- -- ___ _____ ___ ____ ____ 0.01 << 1.02 0.00 146.50<< --- ---_- ---_- --- ---- - - --- --- 0.01 « 1.03 0.00 146.50 << 0.01 « 1.05 0.00 146.50<< -__ _____ _____ ___ ____ __.__ _-_ _____ _____ 0.01 << 1.07 0.00 146.50<< ----- -- --- ----- ----- ---- ----- --- -- 0.01 << 1.08 0.00 146.50 << ---- ----- --- ---- ----- --- ---- ---- ---- 0.01 << 1.10 0.00 146.50 << ----- ___ _____ _____ _-- _-- __-- __._ -_ 0.01 << 1.12 0.00 146.50 << ----_ _____ _____ ____ __-_ _- -_ _____ -- 0.01 « 1.13 0.00 146.50 << ---- --- --- ----- ___ __- --- __-- _-- 0.01 1.15 0.00 146.50<< -- ----- ---- ---- ---- ___ ____ _- 0.01 << 1.17 0.00 146.50<< ---- ----- ----- -_-_ -_ -__ _____ -__ _- 0.01 << 1.18 0.00 146.50 << --_ _____ ____ _- _____ _____ ___ __- ___ 0.01 << 1.20 0.00 146.50<< -- --- - -- _-_ -_ _-_ ___ ____ 0.01 << 1.22 0.00 146.50 << 0.01 « 1.23 0.00 146.50<< ---- ----- -- ---- --- ----- ----- --- ----- 0.01 1.25 0.00 146.50<< --- ----_ ___ _- ___ -_ _-_ _ _ 0.01 << 1.27 0.00 146.50<< 0.01 << 1.28 0.00 146.50<< ----- --- -_ ---- ---- --- ---- ---- 0.01 << 1.30 0.00 146.50<< 0.01 1.32 0.00 146.50<< ----- -- -- ---- ----- - ---- ----- 0.01 << 1.33 0.00 146.50<< --_ -_ ___ -___ -_ ___ -__ ___ _____ 0.01 << 1.35 0.00 146.50<< --- --- --- ----- ---- ----- ----- ----- ---- 0.01 << 1.37 0.00 146.50<< --_ _____ __- _- ____ ____ ___ ___ _____ 0.01 << 1.38 0.00 146.50<< _- _____ _____ __- 0.01 « 1.40 0.00 146.50<< 0.01 << 1.42 0.00 146.50<< ----- ---_ ___ ____ ____ _-- -- --- 0.01 « 1.43 0.00 146.50<< ----- ----- ---- ---- ---- -- --- --- ---- 0.01 << 1.45 0.00 146.50<< ----- ----- ---- ----- -__ -_ --- ---- --- 0.01 << 1.47 0.00 146.50<< _____ _____ _____ -_ _- _____ -_ _-- 0.01 << 1.48 0.00 146.50 << ___ _-- _____ __-- ___-- _-- _-- _-_ --_ 0.01 << 1.50 0.00 146.50<< ----- __- -_ _- _____ __- _-_ _- ____ 0.01 1.52 0.00 146.50<< -- ----- --- ----- ----- ----- ----- --- - 0.01 << Continues on next page... west drywall Page 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfii Outflow (hrs) cfs ft cfs Cfs cfs cfs Cfs Cfs cfs cfs Cfs Cfs 1.53 0.00 146.50 << ---- -- ----- ---- ----- ----- ----- ---- ---- 0.01 << 1.55 0.00 146.50<< ----- ---- ---- - --- --- ---- --- ----- 0.01 << 1.57 0.00 146.50<< _____ _- _____ _____ _____ _____ ___ -__ -- 0.01 1.58 0.00 146.50<< --- ----- --- ----- ---- ---- ---- -- ---- 0.01 << 1.60 0.00 146.50<< 0.01 << 1.62 0.00 146.50<< ---- ----- ----- --- -- -- ----- --- 0.01 << 1.63 0.00 146.50<< -- ___ _- __- __- _-- --- -__ _____ 0.01 << 1.65 0.00 146.50<< - --- ---- -- ____ ----- ____ ____ ____ 0.01 1.67 0.00 146.50 << --- --- ---- ----- -__ ____ -__ -_ _- 0.01 << 1.68 0.00 146.50<< ---- ----- ---- ---- ----- -- ---- -- ---- 0.01 << 1.70 0.00 146.50<< 0.01 << 1.72 0.00 146.50<< ----- -- -- ----- --- ---- -- --- ----- 0.01 << 1.73 0.00 146.50<< --- ---- ----- ----- ----- --- ----- ----- --- 0.01 << 1.75 0.00 146.50<< 0.01 << 1.77 0.00 146.50<< -- ----- _---- _---- --_ _-_ ____ ____ ___ 0.01 << 1.78 0.00 146.50<< --- ---- ---- ---- ---- ---- ----- ----- --- 0.01 << 1.80 0.00 146.50<< --- 0.01 << 1.82 0.00 146.50<< 0.01 << 1.83 0.00 146.50<< -- -- ----- ----- ----- ---- ---- --- ----- 0.01 « 1.85 0.00 146.50<< 0.01 << 1.87 0.00 146.50<< --- --- --- -- --_ ---- ---- ----- -__ 0.01 << 1.88 0.00 146.50<< ----- ----- ---- ----- ---- ---- ---- --- 0.01 << 1.90 0.00 146.50<< 0.01 << 1.92 0.00 146.50<< -- ----- ____ _____ ___ ___ _- __- ___ 0.01 << 1.93 0.00 146.50<< ----_ ___ -_ ___ --- --_ __-- -_-- ---- 0.01 << 1.95 0.00 146.50<< -- -- ---- ----- --- ----- ---- --- ----- 0.01 << 1.97 0.00 146.50<< ___ -- ____- __-_ _- _____ -- --- _-_ Q.01 << 1.98 0.00 146.50 << ---_ ___ _____ ___ __- ____ ----- _____ 0.01 2.00 0.00 146.50<< ---- ----- --- ----- --- ----- --- --- ----- 0.01 << 2.02 0.00 146.49 ---- ---- ----- ----- -- ---- ----_ ---- ___ 0.01 2.03 0.00 146.49 0.01 2.05 0.00 146.48 --- ----- --- ---_ ___ _- ____ _-_ -__ 0.01 2.07 0.00 146.47 0.01 2.08 0.00 146.46 ---- --- ---- ---- ----- ---- ---- ----- --- 0.01 2.10 0.00 146.45 ----- ---- ----- ---- ---- -- - ---- ----- 0.01 2.12 0.00 146.45 --- ---- ----- -- --- -- ----- --- ----- 0.01 2.13 0.00 146.44 --_ _____ ___ ___ -_ ___ -_ ___ ----- 0.01 2.15 0.00 146.43 ---- ---- --- --- ---- ----- --- --_ ----- 0.01 2.17 0.00 146.42 ----- -- ---- ----_ _-_ _____ -__ _____ -__ 0.01 2.18 0.00 146.42 ----- -_ ----- ----- ---- --- ---- ----- ---- 0.01 2.20 0.00 146.41 ----- --- ----- --- ---- ----- ---- ____ _____ 0.01 2.22 0.00 146.40 ----_ __- _____ -__ _____ -_ _____ _- - _ 0.01 2.23 0.00 146.40 ----- - ---- ----- 0.01 2.25 0.00 146.39 0.01 2.27 0.00 146.38 -- ---- ---- ---- ---- ----- --_ _____ -_ 0.01 2.28 0.00 146.37 ---- -- -- ---- --- ----- --- --- ---- 0.01 2.30 0.00 146.37 ----- ---- ____ _____ -_ ____ ___ ____ 0.01 2.32 0.00 146.36 ----- -- ----_ -- - -_ ---- ---- -- 0.01 2.33 0.00 146.35 0.01 2.35 0.00 146.35 ---- -- ----- ----- ----- ----- _-__ ___ __- 0.01 2.37 0.00 146.34 0.01 Continues on next page... vest drywell Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) efs ft cfs cfs cfs efs cfs cfs cfs efs ds cfs 2.38 0.00 146.33 ----- ----- ----- ----- --- ---- ---- ----- ---- 0.01 2.40 0.00 146.33 ----- -- ---_ -_ -__ ___ _____ ____ ___ 0.01 2.42 0.00 146.32 ---- ---- -- ----- --- ---- ----- --- -- 0.01 2.43 0.00 146.31 -__ __-- ___-- -_-- _-- __-- ___-- _-- --- 0.01 2.45 0.00 146.31 ----- ---- -- ----- -- ----- -- ---- -- 0.01 2.47 0.00 146.30 - ---- ----- -- --- ---- ---- ---- --- 0.01 2.48 0.00 146.29 -- __- __-- -- _-- _-_- -__ -__ ___ 0.01 2.50 0.00 146.29 --_ _- ____ _____ ___ ____ _____ _____ -_ 0.01 2.52 0.00 146.28 _- --- ----- --- -- --- --- ----- -- 0.01 2.53 0.00 146.28 ___ ----- __- ___ ____ ____ ____ -__ ___-_ 0.01 2.55 0.00 146.27 ---- ---- -- ---- -- -- ---- --- ----- 0.01 2.57 0.00 146.26 --- ---- -- ---- ---- -- --- ____ _____ 0.01 2.58 0.00 146.26 0.01 2.60 0.00 146.25 ----- ----- ----- ----- --- ----- ----- ----- ----- 0.01 2.62 0.00 146.25 -- --- ----- ---- --- --- --- --- ---- 0.01 2.63 0.00 146.24 -- --- --- 0.01 2.65 0.00 146.23 --- --__ ____ _____ -_ _____ _____ _____ -_ 0.01 2.67 0.00 146.23 --- ----- --- -- --- ---- ----- ----- --- 0.01 2.68 0.00 146.22 ----- ---- --- ----- ---- ---- -- --- ---- 0.01 2.70 0.00 146.22 ---- --- ----- --- ----- ---- ---- ---- --- 0.01 2.72 0.00 146.21 --- ----- -- --- ----- -- ---- ----- -- 0.01 2.73 0.00 146.20 ---- --- ---- --- ---- --- --- ---- --- 0.01 2.75 0.00 146.20 0.01 2.77 0.00 146.19 --- -- -- ---- ---- -- ----- ----- --- 0.01 2.78 0.00 146.19 ----- ---- ----- ---- --- ----- ---- ---- -- 0.01 2.80 0.00 146.18 ---_ ----- ---- ----- ---- ---- -- ----- -- 0.01 2.82 0.00 146.18 --- ----- -- -__ _____ ___ ___ _____ _-_ 0.01 2.83 0.00 146.17 --- --- ----- ---- ----- --- ---- ----- _- 0.01 2.85 0.00 146.17 ---- - --- ---- --- -- ----- ---- --- 0.01 2.87 0.00 146.16 ----- ----- ----_ - -_- ----- ---- -- ----- 0.01 2.88 0.00 146.16 ----- -- --- ___ _____ _-- -_-- _-- _---- 0.01 2.90 0.00 146.15 ----- ---- -- -- ---- ---- --_ ___ _____ 0.01 2.92 0.00 146.15 ---_ -_- -- ----- ---- ----- --- ---- ----- 0.01 2.93 0.00 146.14 --__ -_ ____- __-- __-_ _- ----- ----- -_-_- 0.01 2.95 0.00 146.13 ---- ----- ---- --- ----- ---- ----- --- 0.01 2.97 0.00 146.13 ---- ---- -- --- ---- ---- ----- -- -- 0.01 2.98 0.00 146.12 --- ----- ---- ----- --- -- --- --- -- 0.01 3.00 0.00 146.12 ----- --- _---- --- ---- -- ---- ---- ----- 0.01 3.02 0.00 146.11 -- ----- ---- -- ___ __ ___ ___ -__ 0.01 3.03 0.00 146.11 ____ ____ __- -_ -_ _-_ ___ _- _____ 0.01 3.05 0.00 146.11 ---- -- ----- --- ----- --- --- --- --- 0.01 3.07 0.00 146.10 ---- ---- ----- -- -- -- --- -- ----- 0.01 3.08 0.00 146.10 --- ----- ----- ---- ---- ----- ---- --- -- 0.01 3.10 0.00 146.09 ---- ---- ----- ----- -- - -- - ---- 0.01 3.12 0.00 146.09 ----- --- -- -- -_ ----- -- --- - 0.01 3.13 0.00 146.08 -__ ___ 0.01 3.15 0.00 146.08 ---- -- ___ _- _- _____ ___ ___ _- 0.01 3.17 0.00 146.07 ---- --- -- - -- ---- _--- ---- -- 0.01 3.18 0.00 146.07 ----- ---- -- ----- --- ---- ----- ----- ---- 0.01 3.20 0.00 146.06 -- ----- -- - ----- ---- ---- --- ----- 0.01 3.22 0.00 146.06 --- ---- --- -- ----- -- ---_ -_ ----- 0.01 Continues on next page... west drywall Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hm) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 3.23 0.00 146.05 ---- ----- ----- ----- --- --- ---- ---- --- 0.01 3.25 0.00 146.05 -- -- ___ ___ ___ ____ _- _- ____ 0.01 3.27 0.00 146.05 ----- ---- - _- �_ _ _____ _____ ___ 0.01 3.28 0.00 146.04 --- ----- ----- --- ---_ ___ -_ ____ ____ 0.01 3.30 0.00 146.04 _- ___ ____- ____ _- ___ _� _- _____ 0.01 3.32 0.00 146.03 - -- - --- ___ �_ _- ___ 0.01 3.33 0.00 146.03 --- ----- ----- ----- ---- ----- ----- --- --- 0.01 3.35 0.00 146.02 ---- ---- ----- _--- ----- ---- ----- --- - 0.01 3.37 0.00 146.02 --- ---_ --- ----- ----- ----- -- -- ----- 0.01 3.38 0.00 146.02 -- --_- ____ ___ ---_ __- ____ ___ -__ 0.01 3.40 0.00 146.01 ___ ___ ____ __- ____ ___ ----- _-_ _-- 0.01 3.42 0.00 146.01 -- ----- -- -_- -- -- ----- ----- 0.01 3.43 0.00 146.00 ---- ___ _____ ___ ___ ____ __- -_- ----- 0.01 3.45 0.00 146.00 -- --- ----- ----- ----- --- -- ---- ----- 0.00 3.47 0.00 146.00 ----- -- ---- - - ----- ---- ----- ----- 0.00 3.48 0.00 145.99 -_-- ____ _____ ___ ___ _____ ___ ____ ____ 0.00 3.50 0.00 145.99 -- -- ----- -- -- ----- -- -- ----- 0.00 3.52 0.00 145.98 --- ----- -_- ----- -- ---- ---- --- -- 0.00 3.53 0.00 145.98 ___ -__ _____ --__ _____ ___ _-_ _-_ ___ 0.00 3.55 0.00 145.98 --_ -- ---- --- --- ---- ----- --- ---- 0.00 3.57 0.00 145.97 ---- -- ----- ---- ---- ---- ----- ----- -- 0.00 3.58 0.00 145.97 -- ---- ----- ----- ---- -- -- ---- --- 0.00 3.60 0.00 145.96 ---- ----- ----- _-- _-- ----- --_ ___ __-- 0.00 3.62 0.00 145.96 0.00 3.63 0.00 145.96 _-- -- ----- ___ ____ _____ _____ _- ----_ 0.00 3.65 0.00 145.95 --- --- --_ ---- -- -- ----- ----- ----- 0.00 3.67 0.00 145.95 0.00 3.68 0.00 145.95 -- _- _____ _____ ____ _- -_ __- _- 0.00 3.70 0.00 145.94 -- ----- ---- --- ----- --- ----- -- ----- 0.00 3.72 0.00 145.94 ---- ---- __- -_ _____ _____ ___ ____ ___ 0.00 3.73 0.00 145.94 ----- ---_ _- _-_- -_- ___ __- ___ _____ 0.00 3.75 0.00 145.93 ----- -- ---- --- ---- ____ ____ _____ -_ 0.00 3.77 0.00 145.93 0.00 3.78 0.00 145.93 -- ---- ---- ----- -- -- --- ---- --- 0.00 3.80 0.00 145.92 -- ----- ----- --- -- - ----- - 0.00 3.82 0.00 145.92 --- ----- --- -- --- -- ----- -- - 0.00 3.83 0.00 145.92 --_ _--- ----- --- --- ---- ---- --- ----- 0.00 3.85 0.00 145.91 _- ___ -_- ___-- _-- ___ _- _____ _-- 0.00 3.87 0.00 145.91 --- ----- ----- ----- ----- -- -- - ----- 0.00 3.88 0.00 145.91 ----- ---- ---- --- --- ----- --- ---- --- 0.00 3.90 0.00 145.90 --- ----- ----- --- ----- ---- - ----- -- 0.00 3.92 0.00 145.90 -- ----- -- -- ---- ---- ----- --- -- 0.00 3.93 0.00 145.90 ---- ---- 0.00 3.95 0.00 145.89 -- ----- -- ----- ---- ----- ----- --- ---- 0.00 3.97 0.00 145.89 ---- -- -- - --_ -- - --- ---- 0.00 3.98 0.00 145.89 ___ ___ ___ ___ ____ _____ ____ ___ __- 0.00 4.00 0.00 145.88 --_ _____ _-_ _____ ___ -_ ____ ____ __-- 0.00 4.02 0.00 145.88 -- -- - ----- --- ----- ----- ----- --- 0.00 4.03 0.00 145.88 ---- ---- ---- --- --- ----- --- --- ----- 0.00 4.05 0.00 145.87 -- ---- _--- ----- _- __-- ____- _-- -_ 0.00 4.07 0.00 145.87 ---- - -___ ___ _ __ _____ _____ ____ --_-- 0.00 Continues on next page... west drywall ?age 6 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 efs cfs cfs 4.08 0.00 145.87 ----- ---- --- ----- ---- ---- ---- ----- ---- 0.00 4.10 0.00 145.87 -_ ----- --- ---- ----- --- --- -- 0.00 4.12 0.00 145.86 -- - -- --- ----- ----- ----- --- -- 0.00 4.13 0.00 145.86 ---- ----- ---- ---- ----- - ---- ----- --- 0.00 4.15 0.00 145.86 -- ----- ----- ---- ----- ---_ ___ _- ____ 0.00 4.17 0.00 145.85 -- ---- ___ ____ _- _____ -- -_ -_-- 0.00 4.18 0.00 145.85 ---- -- ----- --- -- ---- ---_ -_ ____ 0.00 4.20 0.00 145.85 --- ___ ___ _____ ____ ___ ___ _- _____ 0.00 4.22 0.00 145.85 --- ---- ----- ----- ----- --- ----- ---- ---- 0.00 4.23 0.00 145.84 0.00 4.25 0.00 145.84 --- --- ----- ---- ---- ----- ----- -- ----- 0.00 4.27 0.00 145.84 ----- ----- ---- --- ----- ---- ---- --- --- 0.00 4.28 0.00 145.83 ----- ----- -- --- ---- --- ----- ---- ---- 0.00 4.30 0.00 145.83 --- ----- ----- -_ ____ _- __-- -____ __- 0.00 4.32 0.00 145.83 -- -- ---- _-_ ____ ____ _____ ___ ___ 0.00 4.33 0.00 145.83 -- --- ---- ----- ---- ----_ -__ ___ -_ 0.00 4.35 0.00 145.82 -- ----- ----- --- --- ----- --- ----- ---- 0.00 4.37 0.00 145.82 -- --- ----- ---- ---- ---_ _-_ _- ___ 0.00 4.38 0.00 145.82 ---- ----- ----- --- ---- --- ----- ----- ---- 0.00 4.40 0.00 145.82 --- ---- --- ---- ___ __- _ __ _____ -_ 0.00 4.42 0.00 145.81 --- _-_ ___ -__ _- _-_ _____ _____ --- 0.00 4.43 0.00 145.81 0.00 4.45 0.00 145.81 -- -- ---- ---- ----- --- - - ----- 0.00 4.47 0.00 145.81 --- - --- ---- ----- --- ----- ----- -- 0.00 4.48 0.00 145.80 -- -- ---- ----- -- ---- ----- -- -- 0.00 4.50 0.00 145.80 ----- ----- ----- ---- -- - -- ---- ---- 0.00 4.52 0.00 145.80 --- _---- ---- ---- -- ---- --- --- ---- 0.00 4.53 0.00 145.80 ----- ----- -__ ___ -_ ___ _____ ____ ____ 0.00 4.55 0.00 145.79 0.00 4.57 0.00 145.79 --- ---- ----- ----- ----- -- --- ----- -- 0.00 4.58 0.00 145.79 ---- _- _-_ _-- __-- -____ _- ___ ___ 0.00 4.60 0.00 145.79 ----- ---_ ____ _____ _- ___-_ ____ _- --- 0.00 4.62 0.00 145.79 ----- ----- --- ----- -- ---- ----- ----- --- 0.00 4.63 0.00 145.78 --- --- ---- ---- ----- - --- ---- --- 0.00 4.65 0.00 145.78 ----- ----- ----- --- --- -- ----- ----- 0.00 4.67 0.00 145.78 0.00 4.68 0.00 145.78 ----- ----- --- ----_ _____ __- _____ ___ 0.00 4.70 0.00 145.77 0.00 4.72 0.00 145.77 --_ __.__ -_ ____ _____ _____ -__ -__ -_ 0.00 4.73 0.00 145.77 ---- ----- --- --- --_ _---- --- --- ---- 0.00 4.75 0.00 145.77 -- ----- --- ----- -- ----- ---- ----- ---- 0.00 4.77 0.00 145.77 --- --- ----- ---- -- ---- ----- ---- --- 0.00 4.78 0.00 145.76 ----- --- --- --- ---- ---- ----- ---- ---- 0.00 4.80 0.00 145.76 ---- -- - -- ----- --- ----- ----- ----- 0.00 4.82 0.00 145.76 --_ _- ____ _____ ____ ___ __ ___ _-__ 0.00 4.83 0.00 145.76 ---- ---- ---- --- -- --- ---- --- ----- 0.00 4.85 0.00 145.76 ----- ----_ ____ _____ ____ ____ _-_ _____ _____ 0.00 4.87 0.00 145.75 -- ---- --- --- --- ----- -- --- ----- 0.00 4.88 0.00 145.75 ----- 0.00 4.90 0.00 145.75 ----- ---- ____ ___ ___ -_ _____ ___ _____ 0.00 4.92 0.00 145.75 -- -_ ----- --- -- --- --- ---- -- 0.00 Continues on next page... west dryweil Page 7 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 4.93 0.00 145.75 --- ----- ---- --- --- -- ---- ---- ---- 0.00 4.95 0.00 145.74 ---- ----- ----- ----- --- --- ----- ----- ----- 0.00 4.97 0.00 145.74 ----- -- ---- -- --- ----- -- ----- 0.00 4.98 0.00 145.74 ----- ----_ ___ ___ __-_ -____ -____ _-- __-- 0.00 5.00 0.00 145.74 ---- ---- ---- ___ -_ _____ -_ -- _--- 0.00 5.02 0.00 145.74 ---- -- --- ---- -- ----- ----- ___ ___ 0.00 5.03 0.00 145.73 ---- --- --- - --- ----- --- --- --- 0.00 5.05 0.00 145.73 ----- ___ _-_ -__ _- ____ ___ ___ __- 0.00 5.07 0.00 145.73 ---- --- -- ----_ ___ _- ___ __- __-- 0.00 5.08 0.00 145.73 -___ -__ ____ ___ ___ ____ ___ _- _____ 0.00 5.10 0.00 145.73 ---- ____ _____ -_ ___ ____ -_ -_ -_-- 0.00 5.12 0.00 145.72 -- ---- --- -- ----- ----- --- ---- ---- 0.00 5.13 0.00 145.72 ---- --- ----- ----- ---- --- --- _---- -- 0.00 5.15 0.00 145.72 ---- ----- --- ---- ---- ----- -- --- ---- 0.00 5.17 0.00 145.72 ---- ----- ---- ___ -_ ___ _____ _____ 0.00 5.18 0.00 145.72 --- --- ----- ---- --- ---- ----- -- -- 0.00 5.20 0.00 145.72 --- --- ---- --- ---- -- ---- ----- 0.00 5.22 0.00 145.71 --- --- ---- --- ----- ---_ ----- _-- ----- 0.00 5.23 0.00 145.71 ---- ----- -- ---- ---- -- ---- ----- ---- 0.00 5.25 0.00 145.71 ---- ---- --- ----- ___ ____ ____ ____ ___ 0.00 5.27 0.00 145.71 -- ----- -- ---- - --- ----- ---- ---- 0.00 5.28 0.00 145.71 ---- -- _---- --- ---- ----- -- ---- -- 0.00 5.30 0.00 145.71 ---- --- -- ____ _____ ____ ____ _____ _-_ 0.00 5.32 0.00 145.70 -- -- ----- ----- -- --- ----- --- --- 0.00 5.33 0.00 145.70 ---- --- ----- ---- ___ __- _____ ____ _____ 0.00 5.35 0.00 145.70 -- ----- --- ----- -- --- ---- ---- --- 0.00 ...End Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 1 to west drywell Hydrograph type = Rational Peak discharge = 0.48 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.6 Intensity = 8.396 in/hr Time of conc. (Tc) = 5 min OF Curve = HARTFORD.IDF AsctRec limb fact = 1/1 Hydrograph Volume=145 cult Hydrograph Discharge Table Time -- Outflow (hrs cfs) 0.02 0.10 0.03 0.19 0.05 0.29 0.07 0.39 0.08 0.48 << 0.10 0.39 0.12 0.29 0.13 0.19 0.15 0.10 ...End Reservoir Report Page Reservoir No. 5 - eastern drywell Hydraflow Hydrographs by Intelisolve Pond Data Pond storage is based on known values Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cuft) 0.00 155.00 00 0 0 1.00 156.00 00 0 75 2.00 157.00 00 0 150 3.00 158.00 00 0 225 4.00 159.00 00 0 300 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len It = 0.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El.It = 0.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.It = 0.00 0.00 0.00 0.00 Weir Type = - - - - Length It = 0.0 0.0 0.0 0.0 Multistage = No No No No Slope% = 0.00 0.00 0.00 0.00 N Value = .000 .000 .000 .000 Orif.Coeff. = 0.00 0.00 0.00 0.00 Multistage = n/a No No No Exfiltration Rate = 3.00 i"r1sgft Taihvater Elev.= 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 Civ C Clv D Wr A Wr 8 Wr C Wr D Exfil Total It cult it cfs cfs cfs cfs cfs cfs cfs cis cfs cfs 0.00 0 155.00 - - - - - - - - 0.000 0.00 1.00 75 156.00 - - - - - - - - 0.000 0.01 2.00 150 157.00 - - - - - - - - 0.000 0.01 3.00 225 158.00 - - - - - - - - 0.000 0.02 4.00 300 159.00 - - - - - - - - 0.000 0.03 Hydrograph Report page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 4 Hydrograph type = Reservoir Peak discharge = 0.01 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 3 Reservoir name = eastern drywell Max. Elevation = 156.00 ft Max. Storage = 148 cult Storage Indication method used. Outflow hydrograph volume=152 cult Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Civ D Wr A Wr B Wr C Wr D ExfiI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.05 0.30 155.36 ----- --- --- ---_ ----- ---- ---- ---- ----- 0.00 0.07 0.41 155.64 0.01 0.08 0.51 << 156.00 << --_ _-_ _____ _- _____ -_ ___ _____ 0.01 << 0.10 0.41 156.00<< _____ _-- __-- __-- ----- _---- -- --- ----- 0.01 << 0.12 0.30 156.00<< ----- ----- ----- ----- ----- --- --- ---- 0.01 << 0.13 0.20 156.00 << ---- ----- ----- --- ---- ----- -_- ---_ ---- 0.01 << 0.15 0.10 156.00<< --- ---- ---- --- --- --- ---- ----- ----- 0.01 << 0.17 0.00 156.00<< --- ---- ----- ---- --_ ___ -- _____ _-_ 0.01 << 0.18 0.00 156.00<< 0.01 << 0.20 0.00 156.00<< ----_ --_ - ---- ----- -- ---- ---- --- 0.01 << 0.22 0.00 156.00<< _____ _____ ___ _- ___ ___ ___ ____ _-_ 0.01 << 0.23 0.00 156.00<< ---- ----- -- ----- ----- --- -- --- ---- 0.01 << 0.25 0.00 156.00 << --- -- ---- ----- ----- ---- ---- --- --- 0.01 << 0.27 0.00 156.00 << --- ----- --- ---- --- --- ---- --_ ----- 0.01 << 0.28 0.00 156.00 << - -- ____ ____ _- -_ _____ _- --- 0.01 0.30 0.00 156.00<< --- --- -- -_ ___ ___ __- _____ ____ 0.01 << 0.32 0.00 156.00 << _w -__ -_ --- _____ -- --- _____ ____ 0.01 << 0.33 0.00 156.00 << 0.01 << 0.35 0.00 156.00<< --_-- _-- ___ ___ _____ _____ _____ __- -_-- 0.01 0.37 0.00 156.00<< ----- ---- _--- ____ ___ _- -__ -_ -- 0.01 << 0.38 0.00 156.00<< _____ -__ -_ _____ _____ ___ _____ ____ _____ 0.01 << 0.40 0.00 156.00<< --- -__ 0.01 << 0.42 0.00 156.00<< 0.01 << 0.43 0.00 156.00 << --- --- --- ---- ----- ---- --- --- ---- 0.01 << 0.45 0.00 156.00<< ---- ---- ----- ---- ----- ----- --_ ---- ---- 0.01 << 0.47 0.00 156.00<< 0.01 << 0.48 0.00 156.00<< ---- ----- --- _____ __- -_ ____ ___ _-_ 0.01 << 0.50 0.00 166.00<< --_-- --- _____ ___ _- ___ _____ --- _-- Q.01 << 0.52 0.00 156.00<< _____ -- ___ _____ _____ ____ _____ ___ 0.01 << 0.53 0.00 156.00<< -- - ---- __--- ---- ----- - ----- ----- 0.01 0.55 0.00 156.00<< -_-- _w_ _-- ____ ___ -_ _____ ----- --- 0.01 << 0.57 0.00 156.00<< --- --- ----- ---- ----- ---- - ----- ---- 0.01 << 0.58 0.00 156.00<< -- ---- -- -_- ---- ----- ----- ----- ----- 0.01 << 0.60 0.00 156.00<< ----- ----- -- --- ---_ ----- ---- ----- ---- 0.01 << 0.62 0.00 156.00<< 0.01 0.63 0.00 156.00<< _- .-- _-- --- _ ____ _- _- _-- 0.01 << 0.65 0.00 156.00<< ----- -_ -_ __-- --- -_ _- __-- __-- 0.01 << 0.67 0.00 156.00<< 0.01 << Continues on next page... Page 2 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Exf l Outflow (hrs) cfs ft Cfs cfs cfs cfs cfs efs cfs cfs Cfs Cfs 0.68 0.00 156.00« ----- ---- ----- --- ----- ---- ---- ----- ----- 0.01 << 0.70 0.00 156.00<< -- ----- --- __- ___- ____ _- _____ ____ 0.01 << 0.72 0.00 156.00<< 0.01 0.73 0.00 156.00<< ----- ---- ----- ----- -_ ---- ---- --- ----- 0.01 << 0.75 0.00 156.00 << 0.01 << 0.77 0.00 156.00 << 0.01 << 0.78 0.00 156.00<< --_ 0.01 0.80 0.00 156.00<< 0.01 << 0.82 0.00 156.00<< 0.01 << 0.83 0.00 156.00<< ---- ----- ----- ---- ----- ----- -- ---- ---- 0.01 << 0.85 0.00 156.00<< ----- ----- ----- -- ---- ----- ----- _- ____ 0.01 << 0.87 0.00 156.00 << --- ----- ---- ---- - _-_ ___ -__ 0.01 << 0.88 0.00 156.00<< -- ----- ---- ----- --- ----- ---- ---- ----- 0.01 << 0.90 0.00 156.00<< _---- _-_ _- _____ _____ ____ _____ _- _- 0.01 << 0.92 0.00 156.00<< ----- --_ ---- - -- ---- _-_ _-_ -_ 0.01 « 0.93 0.00 156.00<< ___-- -- ___-- _---- ---- --- ---- 0.01 << 0.95 0.00 156.00<< -- -- -- ---- -- ----- - -_-- ----_ 0.01 << 0.97 0.00 156.00<< __- -___ M- -- 0.01 << 0.98 0.00 156.00<< --- --- -- --- --- --- ---- ---- --- 0.01 << 1.00 0.00 156.00<< ----- ---- ---- ---- ---- ---- 0.01 << 1.02 0.00 156.00<< -- --- -- --- ----- ---- ---- ----- ---- 0.01 << 1.03 0.00 156.00 << --- --- --- ----- ---_ --- ----- ----- ---- 0.01 << 1.05 0.00 156.00<< 0.01 << 1.07 0.00 156.00<< 0.01 << 1.08 0.00 156.00<< 0.01 << 1.10 0.00 156.00<< -- --- --- ---- ---- ---_ ---- ----- -- 0.01 << 1.12 0.00 156.00<< - -- ----- -- - _---- - --- ---- 0.01 « 1.13 0.00 156.00<< ---_- --- ---- ---- ----- -- ---- --- -= 0.01 << 1.15 0.00 156.00<< --- ---- ----- --- ----- ----- ---- --- ---- 0.01 << 1.17 0.00 156.00<< - - ----- ---- ----- ---- ----- ----- ----- 0.01 << 1.18 0.00 156.00<< -- -- ----- --- --- ----- ---- --- --- 0.01 « 1.20 0.00 156.00<< ----- --- -- ---- ----- -- ---- ----- ----- 0.01 << 1.22 0.00 156.00<< ---- ---- -- -- -- --- ---- --- -- 0.01 << 1.23 0.00 156.00<< --- ----- ---- --- ---- ---- --- .--- --- 0.01 << 1.25 0.00 156.00<< ----- ----- ---- ----- ----- ----- -- ----- 0.01 « 1.27 0.00 156.00<< ---- - ----- ----- --- _-_ _ -_ -_- 0.01 « 1.28 0.00 156.00<< --- --- ----- - ____ _____ ___ _____ ___ 0.01 << 1.30 0.00 156.00<< ---- ____ _- -- -- ____ ____ ___ -___ 0.01 1.32 0.00 156.00<< -- ----- -- -- ---- ---- ----- ---- --- 0.01 << 1.33 0.00 156.00<< --- ----- ---- -- --- ---- ---- --- ---- 0.01 << 1.35 0.00 156.00<< ----- ---- --- ---- _---- ---- -- -- ----- 0.01 << 1.37 0.00 156.00<< -- ---- --- --- ---- ----- ---- ---- 0.01 << 1.38 0.00 156.00<< --- ---- ----- -- __- ---- ---- ----- --- 0.01 << 1.40 0.00 156.00<< ----- --- ----- - ---- ----- ----- ----- --- 0.01 << 1.42 0.00 156.00<< 0.01 << 1.43 0.00 156.00<< ---- ---- ----- ----- --- ----- ----- --- --- 0.01 1.45 0.00 156.00<< -- ---- ----- ---- ---- ----- -- --- ----- 0.01 « 1.47 0.00 156.00<< -_ --- ----- --- ----- --- ---- --- ---- 0.01 « 1.48 0.00 156.00<< ---- -___ _____ -_ __ _____ ____ -- _____ 0.01 << 1.50 0.00 156.00<< ---- ---- ----- ----- ---- ---- ----- ----- ----- 0.01 << 1.52 0.00 156.00<< ---- --- ----- -- _____ _____ _____ _- -r 0.01 << 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 Exf l Outflow (hrs) ds ft ds cfs cfs ds ds ds ds ds ds ds 1.53 0.00 156.00<< ---- ---- ----- ---- ---- --- ---- ----- ---- 0.01 << 1.55 0.00 156.00<< ----- ---- ----- ---_ ----- ---- ----- ----- ---- 0.01 << 1.57 0.00 156.00<< --- ----_ _M _ _ __- -_ _____ -__ ____ 0.01 << 1.58 0.00 156.00<< --- __-- ___ _- _____ -_ ___ _- ___ 0.01 << 1.60 0.00 156.00<< 0.01 << 1.62 0.00 156.00<< --- _--- -- ---- ---- ----- ----- ----- ---- 0.01 « 1.63 0.00 156.00<< -- _-_ _____ ___ ____. ___ _____ _____ ___ 0.01 << 1.65 0.00 156.00<< --- --- ---- -- ---- ---- ----- ---- 0.01 << 1.67 0.00 156.00<< ---- ----- ----- -- _____ _-_ -_ -_ _M_ 0.01 << 1.68 0.00 156.00<< ----- ----- ---- ----- ---- ----- ----- --- --- 0.01 << 1.70 0.00 156.00<< --- ----- --- .---- _- ____ ___ __- -_ 0.01 << 1.72 0.00 156.00<< -_ ___ _____ ___ ___ ____ -_ _- ___ 0.01 << 1.73 0.00 156.00<< ----- --- ----_ -- _____ _-- _-- _-- -_ 0.01 << 1.75 0.00 156.00<< ----- ----- ---- --- --- ----- --- ---- ----- 0.01 << 1.77 0.00 156.00 << ----- ---- --- ---- ----- ---- ----- ---- ----- 0.01 << 1.78 0.00 156.00<< ---_ -_ ____ __- _____ _____ ____ _-__ _- 0.01 « 1.80 0.00 156.00<< ----- ---- _---- ---- ---- --- ----- ---- ---- 0.01 << 1.82 0.00 156.00<< --_ ---- -- --- -- ---- --- ---- --- 0.01 << 1.83 0.00 156.00<< ---_ -_ -_ _____ _____ _-___ ____ -_- _-_- 0.01 << 1.85 0.00 156.00<< ----- --- ---- --- ---- ---- ---- -- --- 0.01 1.87 0.00 156.00<< ---- -- --- ----_ _____ ____ -_ __-- -- 0.01 << 1.88 0.00 156.00<< --- -__ -_ ___ ____ ____ _-_ -- ____ 0.01 << 1.90 0.00 156.00<< 0.01 « 1.92 0.00 156.00<< ----- ---- ----- ---- ----- --- ---- ----- - 0.01 « 1.93 0.00 156.00<< ----- ---- ---_ ___ -__ ____ _____ _- _ --- 0.01 << 1.95 0.00 156.00<< -- --- ___ _____ ___ -_ _____ ___ _-_ 0.01 << 1.97 0.00 156.00<< ___ _- ____ _____ ____ __- __-- __-- 0.01 << 1.98 0.00 156.00<< -- --- ---- ---- --- ---- ----- -- ---- 0.01 << 2.00 0.00 156.00<< -- -- ----- ___ _- ___ _- _-_ 0.01 << 2.02 0.00 156.00 << ----- ----- ---- ----- ----- ----- --- -- ----- 0.01 << 2.03 0.00 156.00<< ---- -_ ---- --- --- ----- --- --- ---- 0.01 << 2.05 0.00 156.00<< 0.01 << 2.07 0.00 156.00<< 0.01 « 2.08 0.00 156.00<< ----- --- ---- -- ---- ----- ---- ---- --- 0.01 << 2.10 0.00 156.00<< ----- -__ _____ -_ _____ _____ -_-__ ----_ 0.01 << 2.12 0.00 156.00<< 0.01 << 2.13 0.00 156.00<< ----- --- ----- - __- _____ -_ __- _- 0.01 << 2.15 0.00 156.00<< ___ -__ _- __ _ ____ ___ __-- __-- _-_ 0.01 << 2.17 0.00 156.00<< -- ---- ----- ---- -- ---- --- __- -- 0.01 << 2.18 0.00 156.00<< -__ ___ ___ ___ ___ _____ _-_ ___ __- 0.01 << 2.20 0.00 156.00<< --- _____ _____ _____ ____ ___ ___ _____ ___ 0.01 << 2.22 0.00 155.99 ----- ---- ---- - _-_ ____ _____ -- _____ 0.01 2.23 0.00 155.99 ---- ----- --- ___ ___ _- _-_ ----- --- 0.01 2.25 0.00 155.98 ----- ----- ---- _--- ---- ---- ---- ---- --- 0.01 2.27 0.00 155.97 0.01 2.28 0.00 155.96 ----- ----- - __- ___ ____ ____ -__ 0.01 2.30 0.00 155.96 ----- -_ ____ --- _____ __-_ ___ _- _- 0.01 2.32 0.00 155.95 ---_ _- _____ _____ _____ _-_ _- _- ____ 0.01 2.33 0.00 155.94 ---- ---- ----- ----- --- ----- ----- ---- ---- 0.01 2.35 0.00 155.93 -- _____ _____ ___ ___ ____ -__ _-_ _-_ 0.01 2.37 0.00 155.93 ---- __- _____ _____ ___ _____ _____ __- _- 0.01 Continues on next page... Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B CIv C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 2.38 0.00 155.92 ----- ---- ----- ----- --- ---- ----- --- ----- 0.01 2.40 0.00 155.91 ----- -- -- ---- --- --- ----- ---- -- 0.01 2.42 0.00 155.90 ---- ----- - ----_ _____ _____ _____ -_ -_ 0.01 2.43 0.00 155.90 ----- --- ---- ---- --- ---- --- ---- --- 0.01 2.45 0.00 155.89 ----_ ----- --- ---- --- ----- -- ----- --- 0.01 2.47 0.00 155.88 ----- --- ----- --- -- -- -- ----- --- 0.01 2.48 0.00 155.87 -- ---- ----- ---- --- --- ---- ---- -- 0.01 2.50 0.00 155.87 ___ _____ ___ _--- ----- -__ ___-- _-- --- 0.01 2.52 0.00 155.86 --- ---- __- _- _____ ____ __- ___ 0.01 2.53 0.00 155.85 --- ---- -- -- ----- --- ---_ -_ -_ 0.01 2.55 0.00 155.85 -- --- -- -- --- ---- ---- ---- ---- 0.01 2.57 0.00 155.84 -- -- --- ----- -- ---- --- ----- ---- 0.01 2.58 0.00 155.83 -- ----- ----- ----- --- ----- ---- ----- -- 0.01 2.60 0.00 155.83 ----- -- --- -- --- ----- ---- --- --- 0.01 2.62 0.00 155.82 ----- ----- __ _ ____ _- -_ _____ _____ ____- 0.01 2.63 0.00 155.81 ---- _-_ ____ __-_ _- _-_ -__ ____ ____ 0.01 2.65 0.00 155.81 --- - -- --- ----- --- --- -- -- 0.01 2.67 0.00 155.80 ---_ --- _- -- ---- --- -- -- --- 0.01 2.68 0.00 155.79 --- ----- --- --- --- ----- ----- -- ----- 0.01 2.70 0.00 155.79 ---- ----- ---- --- ----- --- ---- --- ----- 0.01 2.72 0.00 155.78 ---- --_- _-- ___ _-_ __ _ -_-- -__ _-___ 0.01 2.73 0.00 155.78 ---- - ---- -- ---- ---- -- -- ----- 0.01 2.75 0.00 155.77 --_ _--- --- ---- ---- ----- -- ---- ----- 0.01 2.77 0.00 155.76 ---- ---- -- -- -__ _____ _____ _--- 0.01 2.78 0.00 155.76 ---- ----- --- ----- --- --- --- ----- ----- 0.01 2.80 0.00 155.75 -- _____ _____ _____ ___ _- ____ __- ___ 0.01 2.82 0.00 155.75 ----- ----- -- ----- ---- --- ---- ---- -- 0.01 2.83 0.00 155.74 -- -- -__ _- _____ ___ _____ _____ ___ 0.01 2.85 0.00 155.73 ---- --- ----_ _____ ___ ____ _- __-__ _- 0.01 2.87 0.00 155.73 --- - ---- -- - -- --- -- 0.01 2.88 0.00 155.72 --_ ____ -_ -_- --- -_ _- __- ___ 0.01 2.90 0.00 155.72 ----- -- -- -- ---- ---- --- -- ----- 0.01 2.92 0.00 155.71 - ---- ----- -- ----- -- -- -- -- 0.01 2.93 0.00 155.70 ---- -- ---- ___ _____ ____ _- _____ ____ 0.01 2.95 0.00 155.70 -- - ---- --- -- ----- ---- ---- -- 0.01 2.97 0.00 155.69 ----- _____ ___ _____ _- _____ ___ _-- 0.01 2.98 0.00 155.69 -- ---- ---- ---- _- -- _-_ ____ ___ 0.01 3.00 0.00 155.68 --- -- ----- ---- ---- ----- ---- ----- ---- 0.01 3.02 0.00 155.68 -- ---- ----- ---- ---- -- _---- -- -- 0.01 3.03 0.00 155.67 0.01 3.05 0.00 155.67 ___ _- _____ -_ _.._ _____ _-_ -_ _____ 0.01 3.07 0.00 155.66 -- _____ -_ ____ ____ _____ _____ ___ __- 0.01 3.08 0.00 155.66 --- --__ _- ____- ___-- -- -_ __-- _-- 0.01 3.10 0.00 155.65 ----- ---- --- ---- -- ---- ----- ----- -- 0.01 3.12 0.00 155.65 --- -- -- --- ----- -- -- -- --- 0.01 3.13 0.00 155.64 _-_ _____ _- _ __ _____ ____ -__ -_ ___ 0.01 3.15 0.00 155.64 -- ---- --- _---- ----- ----- --- --- ---- 0.01 3.17 0.00 155.63 -- -- ___ _-_ _____ ____ _____ -__ ____ 0.01 3.18 0.00 155.63 -- --- --- __-_- _-_ _____ ____ ___ _- 0.01 3.20 0.00 155.62 ---- ----- ____ _- -_ _____ _____ ____ ___ 0.01 3.22 0.00 155.62 ----- -- ---- _____ -_ _-_ ___ _____ ____ 0.01 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 Exftl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 3.23 0.00 155.61 ---- ----- ---- ----- ---- ----- ---- ----- ----- 0.01 3.25 0.00 155.61 ----- --- ---- ---- ---- ---- ---- ----- ----- 0.01 3.27 0.00 155.60 ---- - ----- -- --- ---- ---- ----- -- 0.01 3.28 0.00 155.60 --- --- ---- --- --- ---- ----- ----- ---- 0.01 3.30 0.00 155.59 --- ----- ----- --- ___ _____ _- _____ _____ 0.01 3.32 0.00 155.59 ----- ---_ -_ -_ ___ _____ ___ ____ -_ 0.01 3.33 0.00 155.58 _--- ---- ----- ----- ---- ---- ---- ----- -- 0.01 3.35 0.00 155.58 --- ---- ----- --- -- _____ ___ ___ ____ 0.01 3.37 0.00 155.57 ---- ---- ----- -- - - -- -- _____ 0.01 3.38 0.00 155.57 --_ -__ _____ ___ _____ -- _____ _____ ___ 0.01 3.40 0.00 155.58 --- ----- ----- ---- -- ---- --- ----- -- 0.01 3.42 0.00 155.56 --- -- ----- --- --- -__ _____ _- -_- 0.01 3.43 0.00 155.55 ---_ -_ _____ -__ ____ _ ____ ____ _____ 0.01 3.45 0.00 155.55 --- - ---- ---- -- ___ _- -____ _-- 0.01 3.47 0.00 155.55 ----- -- --_ _____ _-_ _- ____. ____ _____ Q_01 3.48 0.00 155.54 ----- ----- --- --- ----- -_- ----- ---- ---- 0.01 3.50 0.00 155.54 ---- ---- --- --- -- ____ _____ ____ _-- 0.01 3.52 0.00 155.53 -_ ----- --_- ----- ----- -- -- -- ----- 0.01 3.53 0.00 155.53 --- --- ----- ----- --- ----- ----- ----- ----- 0.01 3.55 0.00 155.52 --- ---- ----- --- --- --- -_ ___ ----- 0.01 3.57 0.00 155.52 -- -- ----- 0.01 3.58 0.00 155.52 ---- ---_ __- --- __-- __-- ---- ---- ---- 0.01 3.60 0.00 155.51 --- ----- --- --- -- --- --- -- -- 0.01 3.62 0.00 155.51 -- ----- --- ----- -- --_ - ---- 0.01 3.63 0.00 155.50 ---- --- ---- ---- ---- --- --_ ___ __-- 0.01 3.65 0.00 155.50 ----- -- -_ _____ _ ___ _-_ ___ ____ 0.00 3.67 0.00 155.50 --- ----- -_ __-- _w_ -- _-- -____ ---_- 0.00 3.68 0.00 155.49 ----- ---- ---- ---- --- --- --- ----- -=-- 0.00 3.70 0.00 155.49 -- ---- ---- --- ---- -- --- ---- ---- 0.00 3.72 0.00 155.48 --- -- ----- --- ----- ----_ -__ _- ___ 0.00 3.73 0.00 155.48 --- ----- - -- ___ __- -__ -_ ____ 0.00 3.75 0.00 155.48 -- ---- ----- ----- --- ___ __- ____ ____ 0.00 3.77 0.00 155.47 --- --- -- -- -- --- -- --- -- 0.00 3.78 0.00 155.47 --- ----- ----- ---- ---- --- ----- -_- ---- 0.00 3.80 0.00 155.46 ----- --- ----- ----- --- --- ----- -- 0.00 3.82 0.00 155.46 --- ---- ----- --- --- _-_ ___ _____ ____ 0.00 3.83 0.00 155.46 --- --- -- ----- ---- --- ---_ -_ --- 0.00 3.85 0.00 155.45 ---- --- ---- ----- -- --- ---- --- ----- 0.00 3.87 0.00 155.45 --- -- - ----- -- -- -- -_- 0.00 3.88 0.00 155.45 ----- --_ -_ ___ ____ -_ -__ -_ -_ 0.00 3.90 0.00 155.44 --- --- ---- ----- ----- -- ----- ----- --- 0.00 3.92 0.00 155.44 ----- --- --- -- ---- --- -- -- --- 0.00 3.93 0.00 155.44 ---- ----- ----- ___ ___ -_ ___ -__ ___ 0.00 3.95 0.00 155.43 ----- ----- ----- ----- ----- --- --- ----- ----- 0.00 3.97 0.00 155.43 -__ ____ _____ M_ ___ _____ _____ _____ ____ 0.00 3.98 0.00 155.43 ----- ---- --- --- ---- --- ----- -- --- 0.00 4.00 0.00 155.42 ----- ----- ---- --- ---- --- ----- _--- ---- 0.00 4.02 0.00 155.42 -- --_ ____ ____ _____ ___ _____ ___ 0.00 4.03 0.00 155.42 ---- -- --- --- ----- --- --- ---- --- 0.00 4.05 0.00 155.41 --- -- --_ _____ -_ ___ __- _____ ____ 0.00 4.07 0.00 155.41 ----- --- ___ _____ -- _- ____ _____ ___ 0.00 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 ExHl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 4.08 0.00 155.41 ----- ----- ----- ---- --- ---- ---- ---- ---- 0.00 4.10 0.00 155.40 ---- --- ---- -- ---- -- ---- -- ----- 0.00 4.12 0.00 155.40 0.00 4.13 0.00 155.40 ----- --- ----- ----- --- ---- ----- --- --- 0.00 4.15 0.00 155.39 --- ---- ----- --- --- ----- -- ----- -- 0.00 4.17 0.00 155.39 -- ---- ----- ---- -- --- ---- ----- ---- 0.00 4.18 0.00 155.39 ---- --- -- ----- ---- --- --- -- --- 0.00 4.20 0.00 155.38 --- ----_ ____ ___ _- __- ___ w_ ___ 0.00 4.22 0.00 155.38 -- --_ _____ _____ -_ _____ _-_ _- _M 0.00 4.23 0.00 155.38 ---- ---- ----- ---- ----- --- --- ___ ___ 0.00 4.25 0.00 155.37 --_ _____ _____ ___ -_ _____ ___ --- 0.00 4.27 0.00 155.37 0.00 4.28 0.00 155.37 -- ---- ---- -- ----- --- --- --- ---- 0.00 4.30 0.00 155.37 ---- ---- --- -- -- ---- ----- --- --- 0.00 4.32 0.00 155.36 -_ _____ _____ -_ .__ _- ____ ___ _____ 0.00 4.33 0.00 155.36 --_ -_ _-_ ___ ___ ____ -__ ___ _____ 0.00 4.35 0.00 155.36 --- --- _- _____ _____ ____ _____ ___ --- 0.00 4.37 0.00 155.35 0.00 4.38 0.00 155.35 -- ----- --- --_ --- ---- --- ----- --- 0.00 4.40 0.00 155.35 ---- ---_ ___ ____ _____ _- ____ ___ ____ 0.00 4.42 0.00 155.35 -- ---- --- ---_ _-_ -_ -_ _-_ _.___ 0.00 4.43 0.00 155.34 ---- ---- ---- -__ _- ____ -_ _____ ____ 0.00 4.45 0.00 155.34 --- --- --- --- ---_ --- ---- ----- ----- 0.00 4.47 0.00 155.34 ----- -- --- _--- - -- --- ----- ----- 0.00 4.48 0.00 155.33 ---- __- -__ ___ _- ___ ____ _____ ____ 0.00 4.50 0.00 155.33 0.00 4.52 0.00 155.33 0.00 4.53 0.00 155.33 -- --- ---- ----- ---- ----- ----- ---- =- 0.00 4.55 0.00 155.32 ----- --- ----- -- ____ ____ -__ ____ 0.00 4.57 0.00 155.32 --- ---- -- -- _- _- ----- ----- --- 0.00 4.58 0.00 155.32 --- ---- ----- ---- ----- ----- --- --- ---- 0.00 4.60 0.00 155.32 - ---- ----- ----- ---_ -- ---- ----- ---- 0.00 4.62 0.00 155.31 0.00 4.63 0.00 155.31 ----- ---_ ___ ___ ____ -_ _ 0.00 4.65 0.00 155.31 0.00 4.67 0.00 155.31 --- _____ _- _M_ -_ _____ _:___ _____ ___ 0.00 4.68 0.00 155.30 _-__ -_ ____ __-- __-- _-- _-- _-- -_-- 0.00 4.70 0.00 155.30 ---- - --- ___ ___ __- ___ _- _____ 0.00 4.72 0.00 155.30 ____ _- _____ ___ ___ -_ _.___ _____ _____ 0.00 4.73 0.00 155.30 ---- ----- -- ---- --- ---- ----- ---- ----- 0.00 4.75 0.00 155.29 0.00 4.77 0.00 155.29 ---- ----= --- ---- -- -_ --_ ----- ----- 0.00 4.78 0.00 155.29 ---- --- -- _____ ___ ___ ___ ____ ____ 0.00 4.80 0.00 155.29 ----- ----- ---- ----- -- ----- ----- ----- -- 0.00 4.82 0.00 155.29 ----- - ----- - ----- ----- ----- -- ---- 0.00 4.83 0.00 155.28 --- ---- ----- ----- --- ----- -- --- 0.00 4.85 0.00 155.28 --- --- -- ----- ----- ----- --- _____ ____ 0.00 4.87 0.00 155.28 ----- ---- ----_ ---- -- ---- - ----- --- 0.00 4.88 0.00 155.28 -- ---- _-_ ____ ___ __- ___ ____ _-- 0.00 4.90 0.00 155.27 ----- ----- ----- ___ --- _____ --__ _- -_ 0.00 4.92 0.00 155.27 ---- ----- -- ----- -- -- ----- ---- ---- 0.00 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 ExfiI Outflow (hrs) efs ft cfs efs cfs cfs efs ds efs efs efs cfs 4.93 0.00 155.27 ---- ---- ----- ---- ----- -- ---- ---- ---- 0.00 4.95 0.00 155.27 - ___ -_ _- -- _- _____ __- __-- 0.00 4.97 0.00 155.27 ----- -- ---- -- ----- ----- --- --- 0.00 4.98 0.00 155.26 --- -- ___ _____ __- ___ ____ ____ _____ 0.00 5.00 0.00 155.26 -- -- -__ -_ ___ -_ _- ___ -_ 0.00 5.02 0.00 155.26 -- --- ---_ _____ __- __-- __-- --- 0.00 5.03 0.00 155.26 ---- --- ----- ---- -- --- ----- -- ---- 0.00 5.05 0.00 155.26 ---- ---- ----- ---- --- ---- -__ -- ----- 0.00 5.07 0.00 155.25 ___ _____ _____ _____ _- ____ _- _____ _-_ 0.00 5.08 0.00 155.25 ----- ---- ---- --- ---- ---- ---- 0.00 5.10 0.00 155.25 ---- --- ----- -- --- --- --- -- ----- 0.00 5.12 0.00 155.25 ---- -_ __- -- _-- ___ _-- _-- _-- 0.00 5.13 0.00 155.25 ----- ---- ---- --- ---- ---- ----- -__ ---- 0.00 5.15 0.00 155.24 --- -- -_ -- ----- -- ---- ---- --- 0.00 5.17 0.00 155.24 0.00 5.18 0.00 155.24 --- -- ----- ----- --- - ----- -- ---- 0.00 5.20 0.00 155.24 --__ _____ __-- __-- -- __-- _-- ----- 0.00 5.22 0.00 155.24 ----- ----- -- ----- --- --- ----- ----- - 0.00 5.23 0.00 155.23 ----- ----- -- ----- ---- ___ ---_ --- ----- 0.00 5.25 0.00 155.23 - -- -- ----- --- ---- --- ----- ---- 0.00 5.27 0.00 155.23 -__ _____ _____ _____ _- ___ ___ _- 0.00 5.28 0.00 155.23 ---- --- ---- ---- --- --- -- --- -- 0.00 5.30 0.00 155.23 _- ____ ____ _- ___ ___-- ___ __- _-- 0.00 5.32 0.00 155.22 ----- --- -- --- --- -- ---- --- --- 0.00 5.33 0.00 155.22 ---- ----- - ----- ---- --- ----- ---- ---- 0.00 5.35 0.00 155.22 --_ ----- - --- --- --- ----- ---- --- 0.00 5.37 0.00 155.22 -_ _- -_ ____- __-- -_ _____ __-- -- 0.00 5.38 0.00 155.22 ---- ---- ----- ---- ___ ---- ----- --- =- 0.00 5.40 0.00 155.22 ----- --_ _____ _- ___ -_ -_ _- -_ 0.00 5.42 0.00 155.21 ----- --- -- --- - - ----- -- ---- 0.00 5.43 0.00 155.21 -_ ___ -_ __-- _-- _-- _-__ ___ __- 0.00 5.45 0.00 155.21 ----- ---- ----- ----- ----- ----- -- - ---- ----- 0.00 5.47 0.00 155.21 ----- ---- --- -- - - -- --- -- 0.00 5.48 0.00 155.21 ----- --__ _- ___ ___ --- -_-- -- ----- 0.00 5.50 0.00 155.21 ---- -- ---- -- ---- ----- -- ----- 0.00 5.52 0.00 155.20 -- --- ----- ----- -- ---- --_ ___ ___ 0.00 5.53 0.00 155.20 -- ----- ___ _- _- _____ ____ ___ -__ 0.00 5.55 0.00 155.20 0.00 ...End Hydrograph Report Page, Hydraflow Hydrographs by IMelisolve Hyd. No. 3 to east drywell Hydrograph type = Rational Peak discharge = 0.51 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.55 Intensity = 8.396 in/hr Time of conc. (Tc) = 5 min OF Curve = HARTFORD.IDF Asc/Rec limb fact = 1/1 Hydrograph Volume=152 cuft Hydrograph Discharge Table Time --Outflow (hrs cfs) 0.02 0.10 0.03 0.20 0.05 0.30 0.07 0.41 0.08 0.51 << 0.10 0.41 0.12 0.30 0.13 0.20 0.15 0.10 ...End TYPE CL 'G•B R tw A (s? 165-68 IN ` WS A �GQ INV. 160.74 t ) �� INV. 160.89 Q S) FENCE (TYP.) Od �� V /V'PROPOSED BURNING TYPE C CB ,Qd lb TO MATCH EXISTING 161.09 I 41 N INV. 156.22 (Y`L"E) PROPOSED DRYWELL CB / / BUSH ' � D U T` a I \� TF=159.0 / Q M ROP E HT aBOTTOM ELEY. =155.0 BUSH DTCH EXISTING H h O PROPOSED/PAVED ®� L ` PROPOSED PAV y, LEAK :r O ate, PARKING �6) �� j \ / SETTLING BASIN M ` ` I tS` �7 k � IlY.EA > REMOVE EXIST. ` - - \` \ \ CONC. WALK � � ` I !� BI CURB ` (T P.) II REMOVE CURB SAWCUT EXIST. PAVEMENT. I `� MATCH GRADE, SEAL JO1`4 — ` 16 PROPOSED,-PAVED I o I PARKING `\ LLj, ♦\ \ 1 RESTRIPE PARKING .� 18 PINE, ' ` (� SPACES ( DID 2ND i 18, �t , HANDICA SPACE) ^ Co ;15" PINE ' ' - \ i i► 16" PINE 3 TREE - - - � ' I I e u . / II If EXITING • 21L LIGHT POLE 16' PINE I z � 1 'o .I\ ' ' 14- PINE —Mavis ' i L�1 / ` BRICK WALK \ .\ A \ 14' PI ' / 17" PINE ' / \ PROPOSED 6 x8' 6" B CH\ CLEAN \ ce` , ouT 1 - �DUMPSTER PAD TFV 7— INV. 51.71 15" I PROPOSED ENCLOSURE`� P _ ' PROPOSED PAVED ` PARKING (8) / IST. M x ' 15" PINE PROPOSED ` W 11DRYWEL% L ��• .. - `� / yTF=149. OTTO ®,1 1 SPIN - � TYPE CL CB r TF 151.18 ,�R ` T�/Tr INV. 148.58 N T* CH IS • FgsF,yFN50' F.Y. _ - - - ` , ♦ 15; PINE ` -152- - - - '. ' / ' �' / REMOVE CURB OPOSED HT AT.CH EX NCz H '� TYPE Q 9�S - +` �,' SAWCUT EXIST. PAVE MATCH GRADE, SEAL DR EL Op#- ` fe 14`2.4 �O�-TOM ELEV. 138.58�RROPOSE AVER , r= LEAK OFF � , \ O '/ Z. I I I I INV. 145.06 i / �� � '�' / _"DRYWELL'i C1�/ cS0 � I I // TF 142. !�� ,� R_CP _ s' / BOTTOM 138.5� �� i TREE SETTLING — ``� — _ — _TF 149.55_ _ INV. 145.50 (18") - - - - - - SPAIy POLE � - - - - �s,\ V. 145.58 (5" A N•)- - - - -/ SNET#180 NINV. 145.55 (15"E) SUL' _ - - - - - - - - - - - - TYPE CCB ` - - 141.33 V. 137.43 3 THIS SURVEY AND MAP HAS E N PREPAREDCUT I AGENCIES ACCORDANCE NTHMSSTANDAROS OR SUECTI RVEYS AND MAPS IN OF THE REGULATIONS OF THE ST NTE OF CNNECTICUT" AS ORMINGO TO HORIZONTALEACCOURACCYNDRSEDBCL SS AO2NANDCVERTICALL ACCOURACY CLADSS TR 2 YOBS. INC. AND CO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 7LIC. No. ' — I mrw ARIL P MAR EL g"I17 f 6 L MEMORANDUM To: Marcia Banach, Director of Planningk� Cei��4 From: Jeffrey B. Doolittle, P.E., Town Engineer AUG Date: 8/26/02 Y 2 72002 RE: App 02-49P, Westview Office Park Parking Lot Expansion UrHWINDS08': 14 vlNoD EPA; I have reviewed the Site Plans for a parking lot expansion for Westview Office Park (received August 9, 2002) and have the following comments: / These plans need to have a revision date for the additional parking spaces, drainage and other changes. I recommend moving the proposed parking spaces next to the driveway because of the potential for conflicts and accidents between cars using the driveway and cars using these parking spaces. Most of these spaces could be moved east by extending the row of parking spaces in front of the building to the east. Additional parking spaces could be located in front of the building and on the east side of the end of the parking spaces around the other side of the building. The dumpsters should be relocated to the south end of the parking lot. I think the proposed extra dumpster pad located behind the catch basin will lead to damage of the catch basin and potential spillage of trash into this catch basin. 2. The top elevation of the west yard drain should be lowered 0.5 feet to elevation 149.0 to provide at least 1 foot elevation difference between the surrounding berm and the top of this yard drain. 3. Expand the entrance to the leak-off for the eastern yard drain and shift it to the east a few feet so it is away from the corner of the parking spaces. 4. A maintenance plan needs to be established for the parking area so the proposed leak- offs do not get clogged with snow, ice, leaves, etc. Any obstructions in these leak-offs could cause flooding of the parking spaces. The maintenance plan should address, where snow piles are located when snow is cleared from the driveway and parking spaces, and procedures for keeping the leak-offs clear of any obstructions. In addition, regular inspections and cleaning of the drywells and catch basins needs to be included in this maintenance plan. I would be glad to assist in the review of this maintenance plan. Please call me (x 245) if you have any questions. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 644-2511 ext 253 Fax 644-7280 South • • Planning Department Fmc To: Peter DeMallie, DPI From: Marcia A. Banach, Director of Planning Fax: Pages: 1 Phone: Date: 08/29/02 Re: Summerwood,Westview CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Review comments generated at monthly in-house staff meeting,for Summerwood SRD and Westview Office Park. 1. Summerwood SRD a. Tight site, where will snow be plowed to? b. Detention basin: • design difficult to build • does not provide stormwater quality functions • is located within buffer c. DEP permit needed for dam structure? d. Numerous drainage concerns, as there are existing drainage issues in that area (see Town Engineer's review for further details): • Does drainage impact the existing systems (private yard drains and stormwater system in the street)? • Water table?Test pits? e. WPCA approval needed for sewerage, as well as the enter& hold harmless agreements for refuse collection/recycling. 2. Westview Office Park JIK a. Possibility of eliminating existing drywell (now connected into Sullivan Ave/Ayers Rd system)? - EXHIBIT A WESTVIEW OFFICE PARK ASSOCIATION, INC. 1050 Sullivan Avenue South Windsor, Connecticut 06074 BOARD OF DIRECTORS September 6, 2002 To Whom It May Concern: We,the Board of Directors for Westview Office Park Association, Inc., unanimously approve the designation of the proposed six (6)parking spaces nearest Ayers Road entrance. The six spaces are to be occupied by each Unit Owner. It is The Board's opinion that this use 9,kthe parking spaces will reduce traffic and create a safer traffic pat the r area. alk sident Mangan, Vice President 0 (,�Yv Daniel Se -r urer Linda B ro, Secretary c Randall Wing, Direc or DESIGN PROFESSIONALS, INC. civil engineers .planners • surveyors . gis September,9,2002 Town of South Windsor 1540 Sullivan Ave. South Windsor,Ct 06074 Attn:Mr.Jeff Doolittle,P.E. RECEIVED Town Engineer Re:Westview Office Park SEP o 9 2002 SOUTH WINDSOR Dear Jeff ENGINEERING DEPT. The planning and Zoning meeting for the above referenced site is set for Tuesday, September 10,2002. Due to the late time frame,we are not going to make a full submission at this time. We have revised the plans to address your outstanding comments,and have enclosed one set for your information. We will make a resubmission based on any comments from the commission. Please review the enclosed,and call with any questions or comments,or if you need additional information. Sincerely, Galen SemprAP.E. CC: Marcia Banach,Director of Planning with one set of enclosures. MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer �50 SEP ZOOZ Date: 9/9/02 SOUTH WINDSOR PLANNN�DEP RE: App 02-49P, Westview Office Park Parking Lot Expansion I have reviewed the revised Site Plans for a parking lot expansion for Westview Office Park that were received on September 9, 2002. All of my previous comments have been addressed or discussed with the Engineer and Owners and I only have one comment. 1. The new parking spaces next to the driveway (on the north east side of the site) should be labeled for Owner or Employee parking to minimize the number of cars pulling in and out of these parking spaces during the day. This should reduce the number of potential conflicts and accidents between cars using the driveway and cars using these parking spaces. Please call me (x 245) if you have any questions. Appl #02-49P, Westview Office Park 9-10-02 Planning Department Report 1. Request for site plan modification to construct 15 additional parking spaces at Westview Office Park, RO zone. Maximum impervious coverage allowed is 0 0 50/o, 43/o proposed. 2. There is quite a bit of history to this site and its parking issues. In the early 1980's, the larger portion of this site was owned by the Town as a result of the relocation of Ayers Road (the Town owned 1.3 acres, the remaining .92 acre was owned privately). The site was zoned A-20 residential. In 1982, the ZBA granted a use variance for restricted office use in a residential zone on the privately-owned portion of the site. The Council then decided to sell its land, with a conservation easement over it. The easement restricted use of that part of the land to a driveway and parking for 20 cars. In 1984, the ZBA granted several variances to allow the existing office building to be built. Included in these variances was a variance to allow 58 parking spaces for an 11,500 square foot building (78 required based on the proposed building size at the time.) In 1985, PZC granted site plan approval for a 12,500 square foot building with only 48 parking spaces, or a total 42% reduction in required spaces (83 spaces required for 12,500 sq ft building). In 1989, a variance was requested to allow a new 3,000-5,000 sq ft building to be added to the site. The variance was denied. There was much discussion among ZBA members noting that the first variance was granted because a conservation easement protected the remainder of the site from additional building. In 1989, the PZC rezoned the whole site to Restricted Office to settle an unrelated lawsuit filed by a property owner across Sullivan Avenue. Over time, the office building has become more and more medical in nature. Medical office uses generate higher parking needs than business offices; our parking requirements reflect that. In 1999, the Commission agreed to allow another doctor to occupy vacant space in the office building without providing the required parking. The doctor indicated at that time that he would not occupy the entire vacant space until parking needs for the entire office condominium were addressed. In April 2000, the Commission once again entertained a request by a dentist to move into the office building without meeting the parking requirements. The condominium association provided information regarding current occupancy of the entire building, and about 108 spaces would be required under current regulations for the present uses of the building. There are 54 spaces on site, or 50% of the minimum requirement. The Commission again agreed to the request upon assurances by the condominium association that the parking issue would be addressed in the very near future. 3. The proposed fifteen spaces would bring the total number of spaces to 69. Since the ZBA granted a variance to eliminate 30 required spaces, technically the site now requires 78 spaces rather than the 108 spaces required by our regulations. Thus, addition of the 15 spaces brings the site to within 9 spaces of being technically conforming. 4. The Town Council granted a partial release of the conservation easement in February of this year to allow the 15 new spaces to be built within the easement in the configuration shown on the site plan. The Council granted their approval subject to PZC approval, and also required an appraisal to determine the value of the partial release of easement. If the value of the partial easement release is greater than $25,000, then a referendum will be required to determine whether the easement should be released. (The Town Charter requires that the Council cannot convey any property in excess of$25,000 value without referendum approval.) 5. There are no regulated wetlands on this site, and an area less than 20,000 square feet is being disturbed, so no IWA/CC permit is required. 6. If this application is approved, the Planning Dept. has no requested approval modifications. tOWN 8f� y 07— s-0te ?d&U&Ot o s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 CERTIFIED MAIL September 16, 2002 Westview Office Park Association, Inc. 1050 Sullivan Avenue South Windsor, CT 06074 Re: Appl #02-49P, Westview Office Park Site Plan Modification We are pleased to advise you that the Planning&Zoning Commission voted on September 10, 2002 to approve with modifications the above referenced application for a Site Plan of Development Modification. This approval is to add 14 parking spaces on property located at 1050 Westview Office Park, RO, Zone as shown on plans prepared by Design Professionals, Inc., Job No. 1414 dated September 14, 2002, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. Final mylars must be filed in the Town Clerk's office prior to the start of construction. 3. Landscape bond in the amount of$1,000.00 required and must be submitted prior to filing of mylars. 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 Maintenance Plan for the parking lot drainage should be reproduced on Sheet 2 so that it will become a permanent record. Black and white transparent mylars of Sheet#2 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 as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars.