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HomeMy WebLinkAboutPleasant Meadows TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM R E C Application No: �(1 V I V E D' .- Official Receipt Date: -k-UU FEB P Z 2� () Receipt No. SOUTH �'� 1MAOR P1A11fil D«QRi. APPLICANT:(South Windsor Estates, L.L.0 ADDRESS: 84 Willowbrook Rd. , Longmeadow, MA 01106 OWNER OF RECORD ON LAND RECORDS: Anthony D. Russo ADDRESS: 190 Old Stafford Road, Tolland, CT 06084 COMPLETE LOCATION OF PROPERTY:NIS of Pleasant Valley Rd. , easterly of Cinnamon Sprincis Condo ASSESSOR'S MAP # 16 PARCEL # 15 ZONE RR NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMa.11ie, Principal, Design Professionals, Inc. , 165 S. Satellite Rd 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 4.1.12 (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) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. Cz Signature of Applicanv Signature of PropeAy Owner (See reverse side for additional information) Rr C E I V EDR South Windsor Estates FEB 2 2000 Drainage Analysis SOUTH W"NONIOR PLAIIHIM 09T. South Windsor Estates, L.L.C. would like to provide a 20 unit senior residence development on a 3.09 acre site at 1140 Pleasant Valley Rd. The site currently drains north-westerly to the remnant wetland pocket located at the rear of the property. The subject site has no drainage structures allowing 100% runoff to flow off-site to the northern abutting property, Burr Meadow. Proposed improvements include a 400' private road with a cul-de-sac and 20 residences within 3 buildings. Seven catch basins and two detention areas are proposed to collect and store stormwater runoff and control the flow which will outlet directly into a storm manhole at Burr Meadow. Storm drainage calculations were performed using the SCS Method with a 2-100 year design storm frequency. Rainfall intensities were determined using the Hartford Type III Rainfall Intensity. The results obtained offer a direct comparison between the existing site and the proposed site improvements. The results found reflect a net reduction in flow off-site for all storms except the 2-year storm which remains at 1.1 c.f.s. February 1, 2000 KMl DESIGN PROFESSIONALS, INC. engineers planners surveyors gis 165 South Satellite Road South Wi►dsor, CT 06074-3474 det.pond#2 Page 2 Stage / Storage/ Discharge Table Stage Storage Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 3.7 12,086 103.20 1.76 4.07 0.30 - - - 6.13 3.9 13,008 103.40 1.81 4.48 0.42 -- - - 6.71 4.1 13,931 103.60 1.85 5.03 0.56 - - -- 7.44 4.3 14,853 103.80 1.90 5.68 0.70 - - - 8.29 4.5 15,776 104.00 1.95 5.69 0.82 - -- -- 8.45 4.6 16,367 104.10 1.97 6.23 0.87 - - - 9.07 4.7 16,958 104.20 1.99 6.73 0.92 - - - 9.64 4.8 17,548 104.30 2.02 7.05 0.97 -- -- 10.04 4.9 18,139 104.40 2.04 7.30 1.01 --- -- -- 10.35 5.0 18,730 104.50 2.06 7.53 1.06 --- - -- 10.65 5.1 19,321 104.60 2.08 7.76 1.10 -- - -- 10.94 5.2 19,912 104.70 2.10 7.98 1.14 - -- - 11.22 5.3 20,502 104.80 2.12 8.20 1.18 - - - 11.50 5.4 21,093 104.90 2.15 8.41 1.21 - - - 11.77 5.5 21,684 105.00 2.17 8.61 1.25 - - - 12.03 104 106 ' 108 Z404 s.f. " .74 cc. - 14,77%8 s.f. 0.3400l 6,501 ` 0 f \ i / I � 1 � I no 11,498 s.f. 0.26 cc. „o } $;328 s.f. 0.19 cc. Hydrograph Summary Report Page 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) (acft) (yrs) (ft) (cuft) 1 SCS Runoff 1.1 1 742 0.17 2 ---- ----- ------ ex.flow-Bur 2 SCS Runoff 1.2 1 739 0.15 2 ---- ------ ------ prop.to det.# 3 Reservoir 1.2 1 742 0.15 2 2 104.89 97 det.basin#1 4 SCS Runoff 3.4 1 725 0.24 2 ---- ---- ----- prop.to det.# 5 Combine 3.8 1 725 0.39 2 3+4 ------ - -- all prop.flow 6 Reservoir 1.2 1 759 0.39 2 5 101.26 4333 det.basin#2 Proj. file: 991272.GPW OF file: SAMPLEADF Run date: 02-01-2000 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) (acft) (yrs) (ft) (cuft) 1 SCS Runoff 4.0 1 736 0.45 10 ---- ----- ------ ex.flow-Bur 2 SCS Runoff 3.4 1 735 0.36 10 --- ------ ----- prop.to det.# 3 Reservoir 2.5 1 748 0.36 10 2 105.85 1480 det.basin#1 4 SCS Runoff 6.8 1 725 0.48 10 ---- ------ ------ prop.to det.# 5 Combine 8.1 1 725 0.84 10 3+4 ---- ------ all prop.flow 6 Reservoir 3.8 1 752 0.84 10 5 102.53 9016 det.basin#2 Proj. file: 991272.GPW OF file: SAMPLE.OF Run date: 02-01-2000 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) (acft) (yrs) (ft) (cuft) 1 SCS Runoff 5.9 1 735 0.64 25 --- ----- --- ex.flow-Bur 2 SCS Runoff 4.8 1 735 0.50 25 ---- ------ ------ prop.to det.# 3 Reservoir 3.1 1 750 0.50 25 2 106.28 2706 det.basin#1 4 SCS Runoff 8.7 1 725 0.61 25 ---- ------ ------ prop.to det.# 5 Combine 10.3 1 725 1.11 25 3+4 ----- ---- all prop.flow 6 Reservoir 5.0 1 750 1.11 25 5 102.88 10632 det.basin#2 Proj. file: 991272.GPW 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) (acft) (yrs) (ft) (cult) 1 SCS Runoff 9.1 1 735 0.95 50 ---- ------ ------ ex.flow-Bur 2 SCS Runoff 7.0 1 734 0.72 50 ---- ------ ------ prop.to det.# 3 Reservoir 3.8 1 752 0.72 50 2 106.99 5251 det.basin#1 4 SCS Runoff 11.7 1 725 0.83 50 _-- ------ ----- prop.to det.# 5 Combine 13.8 1 725 1.54 50 3+4 ---- — all prop.flow 6 Reservoir 6.9 1 746 1.54 50 5 103.46 13271 det.basin#2 Proj. file: 991272.GPW OF file: SAMPLE.IDF Run date: 02-01-2000 DESIGN PROFESSIONALS, INC. civil engineers • planners • surveyors + gis February 1,2000 Abutters List South Windsor Estates SRD 1140 Pleasant Valley Road, South Windsor,CT DPI Project No. 99-1272 1.) Burr Meadow Condominium Association, c/o Hankard Management, 311 Felt Road,P.O. Box 521, South Windsor, CT 06074 2.) Cinnamon Springs Condominium Association, c/o Advance Property Management, 144 Main Street,Unit M, East Hartford, CT 06108 3.) Scott M. &Karen A. Kizis, 1180 Pleasant Valley Road, East Windsor Hill, CT 06028 4.) Francis P. Smith, 1200 Pleasant Valley Road, South Windsor, CT 06074 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 •Fax: (860) 291-8757 s DESIGN PROFESSIONALS, INC. civil engineers . planners . surveyors . gis Transmitted via certified mail Dear Current Abutting Property Owner February 1, 2000 Re: South Windsor Estates SRD DPI Project No. 99-1272 Pleasant Valley Road South Windsor, Connecticut In accordance with regulations of the Inland Wetlands Agency and Planning& Zoning Commission,we are required to notify you that applications have been filed on the property abutting yours and are subject to a hearing or meeting by the Planning& Zoning Commission and the Inland Wetlands Agency. The applications and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments, however,you are not required to attend. You may also submit written comments regarding the application(s)prior to the meeting if you so desire. For further information regarding the specific date this application(s)will be heard,please contact Debbie Wark, Recording Secretary, Michele Lipe, Deputy Planning Director, or Jeff Folger, Wetlands Officer at the South Windsor Planning Department at 644-2511, ext. 253, 252, or 229, respectively. Thank you. Sincerely, DESIGN OFESSIONALS,INC. i By: Peter R. DeMallie Principal cc: Mark Kislyuk Solomon Kerensky, Esq. Karen Isherwood, Project Engineer Jeffrey Folger Marcia Banach 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 . Fax: (860) 291-8757 FORM Vl A CONNECTICUT . WARRANTY DEED TUTULAMR• way v•...arnc. Tun/e[e w Pr.n/.A.bAeAera.)WnWd N voi 0�238 _ ill XtIvw It. That I, HILMA SMITH, of the Town of South Windsor, County of Hartford and State of Connecticut for the consideration of ONE DOLLAR ($1) and other valuable considerations received to my full satisfaction of ANTHONY D. RUSSO of the Town of Wethersfield, County of Hartford and State of Connecticut do give, grant, bargain, sell and confirm unto the said ANTHONY D. RUSSO,his heir and assigns forever, a certain Piece or parcel of land, with the buildings thereon, situated in the Town of South Windsor, County of Hartford and State of Connecti- cut, on the northeasterly side of Pleasant Valley Road, and more particularly bounded and described as follows, to wit: - ,Commencing at a point set in the south boundary of premises owned now or formerly by H. Warren Case, and which point marks the northeast corner of premises this day conveyed by Hilma E. Smith, Executrix under the Will of Frank C. Smith, also known as Frank Smith; thence moving S 52e 38' 00" E along the south boundary of said premises of said Case, a distance of three hundred twenty-two and eighty-eight one-hundredths_ (322.88) feet to a point; thence moving S 42e 41' 40" W along other land of Hilma Smith, and at an interior angle of. 84e 40' 20", a distanc of six hundred sixty-three and thirty one-hundredths (663.30) feet to a point, which marks the north boundary of said premises this day conveyed to the grantee herein by Hilma E. Smith, Executrix under the will of Frank C. Smith, also known as Frank Smith; .thence moving N 50e 25' 55" W at an interior angle of 939 07' 35", a distance of seventy-nine (79) feet to a nointr thence continuing west and northwest in the curve of the arc having a radius of eighty-seven and thirteen one-hundredths (87.13) feet and along the northerly and northeasterly boundary of said other premises conveyed to the grantee herein this day by Hilma E. Smith, Executrix under the will of Frank C. Smith, also known as Frank - Smith, a distance of one hundred eighteen and seventy-nine one-hundredt s (118.79) feet to a point; thence continuing N 270 41' 00" E and along the easterly boundary of said premises conveyed by Hilma E. Smith, Executrix under the Will of Frank C. Smith, also known as Frank Smith, a distance of five hundred ninety-three and forty-three one-hundredths (593.43) feet to the point and place of beginning. Said premises contain three and five tenths (3.5) acres of land, more or less. Being a portion of the premises conveyed to Frank C. Smith and-Hilma Smith in survivorship by Deed of Hilma Hruby dated April 27, 1953. and recorded in the South Windsor Lane Records in Volume 45, Page 469, the said Frank C. Smith being now deceased. Said premises are conveyed subject to any and all provisions of any ordinance, municipal regulation or public orprivate law. I�_ -.i__`�I I. .ire...,7��i ��\•:_?!:•�•)��i � I�_-�-� '}. w SOUTH WINDSOR ESTATES PLANNING COMMENTS General Comments 1. Section 4.1.12g allows the increase in setback(when frontage is less than 200 feet), however it prohibits any pavement within the increased setback area. It appears that the first unit has a driveway and driveway turnaround in that setback area. 2. Are there any provision being made for handicap accessibility or handicap units? 3. What size are the units? What is the breakdown of one bedroom verses two bedrooms? How is the storage requirement being met? Note: The regulations prohibit unit sizes larger than 1400 square feet. 4. Is there any signage proposed? If so, please locate on the plans. 5. Lighting plan must be submitted in accordance with Section 17.20. 6. Traffic study has not been received. 7. Landscaping plans have not yet been received. Once required information has been submitted, we may have additional comments. PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Thomas Field, Bill Lanning, John Bond, Ray Favreau, Karl Reichle, Mel Stead, John Collins, Bob Deptula, Jerry Iazzetta FROM: Marcia A. Banach, AICP, Director of Planning The Planning & Engineering De 7artments have received plans for the following oject: Location. a Q e Site Plan 0 Subdivision No. Acres 3, 09 Zone }Z 0 Industrial 0 Commercial 0,Residential No. Lots/Units _ Water: Public 0 Private Well Sewerage: Public 0 Septic system(s) Project Description: Future Town-owned property involved? 0 Yes WNo 0 new street(s) 0 new detention area 0 new open space/recreation area 0 active 0 passive Planning Department notes: Please comment by 2�15� and return to the Planning Department. � 1' ' lam'--�-1�-- -nv-� li,� yti.-v...e--� l/�� ✓1✓'�.b�-s�_ ctw �L.,-��,�w� CL MEMORANDUM To: Marcia A. Banach, Director of PlanDing From: Jerry C. Iazzetta, Town Engineer Date: February 16, 2000 Re: South Windsor Estates Senior Residence Development 2000-07P We have reviewed the drawings dated February 1, 2000 for the proposed South Windsor Estates Senior Residence Development and have the following comments: General 1. We have not received a copy of the traffic report for this application. Sheet 2 — Plot Plan 1. The parking spaces along the entrance drive are not dimensioned, nor is the parking pavement dimensioned. 2. The proposed easement should be described with distances and bearings and should be located from a property corner. 3. The paving of the "driveway"areas to the rear should be described in more detail. 4. The buildings or units should be numbered. Sheet 3 —Topographic Plan 1. A match line should be shown (i.e., sheet 3 and 4). 2. The sanitary laterals a. Should have inverts shown at the main as well as at the building. b. The laterals should be identified such that they are unique and don't look like the other lines. Also legend should indicate the sanitary lateral designation. 3. Riprap energy dissipaters should be indicated at the end of the detention basin inlet pipes. 4. The detention basin inlet pipe for the northern detention basin should have rip rap from the end of the pipe to the bottom of the basin as a minimum. 5. Roof leaders are not addressed. 6. Footing drains are not addressed. 7. A catch basin should be placed in the entrance drive at Pleasant Valley to catch stormwater from the road before it goes down the drive. Sheet 4 —Topographic Plan 1. The proposed sanitary main cleanout should be a manhole. Sheet 6 — Details 1. Detail required for the sedimentation structure proposed. JCl/sfg S:\ENGINEER\Proj,-P&z Wetland Applications\SW Senior Res\Review Feb 16.doc MEMORANDUM To: Marcia A. Banach, Director of Planning From: Jerry C. Iazzetta, Town Engineer Date: February 16, 2000 Re: Pleasant Meadows Senior Residence Development 2000-07P We have reviewed the revised drawings dated March 8, 2000 for the proposed Pleasant Meadows Senior Residence Development and have the following comments: Sheet 2 — Plot Plan 1. The parking spaces along the entrance drive are not dimensioned, nor is the parking pavement dimensioned. 2. The radius at the entrance drive should be dimensioned. Sheet 3 —Topographic Plan 1. Footing drain outlets must be provided and shown. JCl/sfg S:\ENGINEER\Proj.-P&Z Wetland Applications\Pleasant Meadows\Review March 16.doc ' 0 0 270 Amity Road d 0 \ I PLANNING Woodbridge,Connecticut 06525 'R F ENGINEERING \ I A N D DESIGN Telephone: (203)397-3600 G l c�I c�J L 1 c�J Telecopier: (203)397-3642 February 15, 2000 ' Ms. Marcia Banach Director of Planning Town of South Windsor 1540 Sullivan Avenue •R F South Windsor, CT 06074 L r RE: SITE TRAFFIC EVALUATION STUDY 1140 PLEASANT VALLEY ROAD SENIOR RESIDENCE DEVELOPMENT SOUTH WINDSOR, CONNECTICUT � Dear Ms. Banach: u ' Reference is made to the proposal to construct a 20-unit senior residence development on the parcel of land located on the north side of Pleasant Valley Road, east of Clark Street, in the Town of South Windsor, Connecticut. ' The facility will consist of 20 senior residence units, served by one two-way site drive that intersects the north side of Pleasant Valley Road directly east of the Cinnamon Springs condominium development. The four-way intersection of Pleasant Valley Road located to the west of this site is a four-way Stop controlled intersection, with one-lane approaches on all four legs. There is now a dogleg (i.e., offset) between the two Clark Street legs of this intersection. The Town is currently designing an improvement of this ' intersection that includes the removal of the dogleg to create a normal four-way intersection, and the addition of a right-turn lane on the Clark Street northbound ' approach to accommodate the relatively heavy turning movement. Pleasant Valley Road is currently 24 feet and 25 feet wide west and east, respectively, of this intersection, and Clark Street is currently 24 feet and 22 feet wide north and south, respectively, of this intersection. Both Pleasant Valley Road and Clark Street are posted for 30 miles per hour in the vicinity of this site. Please refer to Exhibit 1 of the Appendix that locates this site with respect to the surrounding roadway network. t ' 2 ' STUDY APPROACH ' For purposes of this site traffic evaluation study, the defined study area includes the following two intersections: ' 1. Pleasant Valley Road at Clark Street, a four-way, multi-Stop-controlled intersection. ' 2. Pleasant Valley Road at the proposed site drive, a three-way intersection, with Stop control on the site drive approach. The proposed development is expected to be open for use by the year 2001. By 2003, the proposed improvement of the Pleasant Valley at Clark Street is expected to be in place. For purposes of the analyses that follow, three scenarios were p p y , t ee sce a os e e evaluated. Existing 2000 represents existing conditions without either the proposed intersection improvements or the subject development in place. Background 2003 represents the no-build condition with the proposed intersection ' improvements in place, but without the subject development. Combined 2003 represents the build condition with both the proposed intersection improvements and the subject development in place. Since the Pleasant Valley Road corridor represents both a collector route for weekday commuter traffic, as well as a direct route to the highly commercialized area around the Buckland Mall to the east, three peak periods were evaluated for each study year, including the Friday AM commuter peak, the Friday PM commuter peak, and the Saturday midday retail peak. BACKGROUND TRAFFIC Please refer to Exhibits 2 through 4 of the Appendix that graphically summarize the 2000 existing Friday AM and PM, and Saturday midday peak hour traffic volumes for the defined study area that were derived from the traffic analysis that was prepared for the Town by Bubaris Traffic Associates for the intersection ' of Pleasant Valley Road at Clark Street as part of the design effort for the aforementioned improvement project. ' Please refer to Exhibits 5 through 7 of the Appendix that graphically summarize the 2003 background Friday AM and PM peak hour traffic volumes for the ' defined study area. These were derived by expanding the 2000 existing peak hour traffic volumes from Exhibits 2 through 4 by 1 percent per year for each of three years, or by a factor of 1.03. ' 3 ' SITE-GENERATED TRAFFIC ' For the purpose of developing site-generated traffic estimates for the subject facility, we utilized the trip generation data made available in Trip Generation Report, by the Institute of Transportation Engineers (ITE), sixth edition, 1997. ' The most comparable land use to the subject development is ITE Code#253 for elderly housing units "similar to apartments and condominiums, but restricted to senior citizens". The trip generation estimates have been made and included as Exhibit 8 of the Appendix. Please refer to Table 1 below that summarizes the trip generation estimates for ' the subject development based on the calculations from Exhibit 8 of the Appendix: Table 1 Summary of Trip Generation Estimates Inbound Outbound Total Average Weekday: 35 35 70 Weekday AM Peak 1 1 2 Weekday PM Peak 1 1 2 ' Average Saturday 25 25 50 Saturday Peak 3 3 6 Average Sunday 27 27 54 ' Sunday Peak 6 6 12 ' A review of Table 1 indicates that, as would be expected, the proposed 20-unit senior residential development will be a very low traffic generator, with site- generated peak hour traffic volumes ranging from 2 to 6 vehicles per hour. For purposes of the analyses that follow, it has been assumed that site- generated traffic will be distributed on the surrounding roadway network in proportion to the existing traffic patterns on the surrounding roadway network. ' Please refer to Exhibits 9 through 11 of the Appendix that graphically summarize the estimated site-generated AM, PM and Saturday peak hour traffic volumes for the proposed development. ' 4 ' EVALUATION ' The 2000 existing peak hour analyses are based on the AM, PM and Saturday peak hour traffic volumes shown as Exhibits 2 through 4 of the Appendix with no improvement of the intersection of Pleasant Valley Road at Clark Street. The 2003 background (i.e., no-build) peak hour analyses are based on the AM, PM and Saturday peak hour traffic volumes shown as Exhibits 5 through 7 of the Appendix with the improvement of the intersection of Pleasant Valley Road at Clark Street. ' The 2003 combined (i.e., build) peak hour analyses are based on the AM, PM and Saturday peak hour traffic volumes shown as Exhibits 12 through 14 of the Appendix with both the improvement of the intersection of Pleasant Valley Road ' at Clark Street and the subject development in place. Exhibits 12 through 14 were derived by combining the 2003 background peak hour traffic volumes shown in Exhibits 5 through 7, with the respective site-generated peak hour ' traffic volumes shown in Exhibits 9 through 11 for the subject development. ' Intersection capacity analyses were performed for the two study intersections utilizing the methodology described in the latest edition of Highway Capacity Manual, Special Report 209, Transportation Research Board, 1985, updated to 1995. Application of this methodology was facilitated by use of Highway Capacity Software, developed by the Federal Highway Administration, 1988, updated to 1998. Capacity analyses are utilized to determine a Level of Service ' (LOS) for a given intersection operating under either signalized or unsignalized control. These two study intersections include: 1. Pleasant Valley Road at Clark Street, a four-way, multi-Stop-controlled intersection. 2. Pleasant Valley Road at the proposed site drive, a three-way intersection, ' with Stop control on the site drive approach. In the case of unsignalized intersections, Level of Service (LOS) is based on the ' average total delay for each vehicle on the approach or for the movement evaluated, and includes the delay associated in moving from the end to the ' beginning of the queue, as well as the delay in entering or crossing the competing traffic stream. For unsignalized intersections, all approaching movements from the minor street and only the left-turn movements from the major street are evaluated. A LOS is computed for each movement, as well as ' 5 an average delay per vehicle for the entire intersection. LOS A means virtually no delay, LOS C means average delay, and LOS F means extreme delay which ' usually cannot be avoided when a minor street, even if a low traffic generator, intersects a relatively heavily traveled major street. Please refer to Exhibit 15 in the Appendix, which provides details on the definitions of Levels of Service for ' unsignalized intersections. The results of the capacity analyses, which compare 2000 existing, 2003 ' background no-build, and 2003 combined build conditions, are summarized in Table 2 on the next page. The computer-generated worksheets for these capacity analyses are included as Exhibits 16 through 18 in the Appendix as follows: Exhibit 16 - Existing 2000 Peak Hour Traffic Volumes Existing Geometrics ' Exhibit 17 - Background 2003 Peak Hour Traffic Volumes Future Geometrics ' Without Subject Development Exhibit 18 - Combined 2003 Peak Hour Traffic Volumes ' Future Geometrics With Subject Development ' For the Pleasant Valley Road at Clark Street intersection, the results of the capacity analyses summarized in Table 2 show that with existing geometrics, existing operations are at overall LOS A during the AM peak, at overall LOS B during the Saturday peak, and "undefinable" during the PM peak because of oversaturation on the northbound approach. Once the intersection is improved with the addition of the northbound right-turn lane, operations are improved to ' overall LOS A to B during all three peaks, and will remain at the same levels of service with the addition of the proposed development. ' For the proposed site drive intersection at Pleasant Valley Road, operation of the critical movements for this three-way intersection would be satisfactory LOS A to B. TABLE 2 SUMMARY OF CAPACITY ANALYSES PROPOSED ELDERLY HOUSING FACILITY PLEASANT VALLEY ROAD SOUTH WINDSOR,CONNECTICUT PLEASANT VALLEY ROAD AT CLARK STREET 2000 2003 2003 EXISTING BACKGROUND COMBINED AM PM SAT AM PM SAT AM PM SAT NORTHBOUND A * A A C A A C A SOUTHBOUND A A B A A B A A EASTBOUND A * C A A A A A A WESTBOUND A A A B A A B A OVERALL A * B A B A A B A DELAY(SECNEH) 3.4 * 5.1 3.9 7.7 3.6 3.9 7.7 3.6 PC FILE 498 499 500 501 502 503 504 505 506 PLEASANT VALLEY ROAD AT SITE DRIVE 2000 2003 2003 EXISTING BACKGROUND COMBINED AM PM SAT AM PM SAT AM PM SAT SOUTHBOUND --- --- --- --- --- --- A A A EASTBOUND --- --- --- --- --- --- A A A DELAY(SECNEH) --- --- --- --- --- --- 0 0 0 PC FILE --- --- --- --- --- --- 507 508 509 ' 7 ' SIGHT LINE ANALYSIS ' Sight lines from the proposed site drive location on Pleasant Valley Road were evaluated utilizing the guidelines set forth for this purpose by the Connecticut Department of Transportation. These guidelines recommend that sight lines be ' measured in each direction from a site drive or side-street approach, at a point from 10 to 20 feet back of the near-side edge of travel way of the intersecting street, at a viewing height of 3.5 feet above the site drive or side-street grade, to an object height at 3.5 feet above the intersecting roadway grade. Available sight line distances were measured from 20 feet back and found to be 580 feet to the west, or right, and 530 feet to the east, or left, which are adequate for approach speeds on Pleasant Valley Road of 45 to 50 miles per hour. The prevailing speed of traffic on Pleasant Valley Road in the vicinity of ' this site was found to be 35 to 40 miles per hour. Therefore, available sight line distances were found to be satisfactory. ACCIDENT EXPERIENCE ' A review was made of the most recent reported accident experience for Pleasant Valley Road in the vicinity of the proposed site drive. Accident information was made available by both the Connecticut Department of Transportation, for the 3- year period that included 1996 through 1998, and the Town Police Traffic Services Division for the 3-year period that included 1997 through 1999. A summary of this accident experience is included as Exhibit 19 of the Appendix. A review of Exhibit 19 does not show a recurring pattern that needs to be corrected, or a problem that may be exacerbated by the proposed development. ' CONCLUSIONS ' It is the professional opinion of Bubaris Traffic Associates that the proposed senior housing development, to be located on the north side of Pleasant Valley Road east of Clark Street, should not adversely impact traffic operations on the surrounding roadway network. The facility, consisting of 20 residential units, will be a very low traffic generator, producing only 2 through 6 vehicular trips during the AM, PM and Saturday peak periods. ' Capacity analyses demonstrate that the project will have a negligible impact on the traffic operations that would otherwise exist on the surrounding roadway ' network. ' 8 Available sight lines are satisfactory from the proposed site drive location. iThe accident experience for this study area does not reveal a recurring pattern requiring correction, nor a condition that may become exacerbated by the ' introduction of site-generated traffic traveling to and from the site. Very truly yours, 4. 116u" James G. Bubaris, P.E. Conn. Reg. No. 9203 Principal ' Bubaris Traffic Associates ' cc: Mr. Mark Kislyuk Creative Developers 84 Willowbrook Road Longmeadow, MA 01106 ¢��► Mr. Solomon Kerensky �• s�o� �� ' Attorney at Law 45 Hartford Turnpike Vernon, CT 06066 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 x 0 Z W CL a a ' SITE TRAFFIC EVALUATION STUDY PROPOSED SENIOR RESIDENCE DEVELOPMENT 1140 PLEASANT VALLEY ROAD SOUTH WINDSOR, CONNECTICUT APPENDIX TABLE OF CONTENTS Exhibit 1 — Location Map Exhibit 2— Existing 2000 Friday AM Peak Hour Traffic Volumes ' Exhibit 3 — Existing 2000 Friday PM Peak Hour Traffic Volumes Exhibit 4— Existing 2000 Saturday Midday Peak Hour Traffic Volumes Exhibit 5— Background 2003 Friday AM Peak Hour Traffic Volumes ' Exhibit 6— Background 2003 Friday PM Peak Hour Traffic Volumes Exhibit 7— Background 2003 Saturday Midday Peak Hour Traffic Volumes Exhibit 8 —Trip Generation Calculations ITE Code #253 20 Elderly Housing Units Exhibit 9 — Site Generated AM Peak Hour Traffic Volumes Exhibit 10— Site Generated PM Peak Hour Traffic Volumes ' Exhibit 11 — Site Generated Saturday Peak Hour Traffic Volumes Exhibit 12— Combined 2003 Friday AM Peak Hour Traffic Volumes Exhibit 13 - Combined 2003 Friday PM Peak Hour Traffic Volumes Exhibit 14— Combined 2003 Saturday Mid-Day Peak Hour Traffic Volumes Exhibit 15— Definitions of Levels of Service - Unsignalized Intersections (continued) (continued) Exhibit 16 — Capacity AnalysisWorksheets Existing 2000 Peak Hour Volumes Existing Geometries Exhibit 17— Capacity Analysis Worksheets ' Background 2003 Peak Hour Volumes Future Geometries ' Exhibit 18 — Capacity Analysis Worksheets Combined 2003 Peak Hour Volumes Future Geometries ' Exhibit 19 — Summary of Accident Experience 1 ml MC~WC // ELUHGTOH 0 ORiLF. 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Y 3 Chip v R ' ARY'/ M49G � LA 4q eT v d Bwo. 9oor m� W S � O � _ ----------- Exhibit 1 R ; Location Map F ° Proposed Senior Residence Development 1140 Pleasant Valley Road South Windsor, Connecticut SITE CLARK STREET 10 15 101 38 4- 86 l I _ PLEASANT �I ♦ � 130 4-1 `► f- 225 PLEASANT VALLEY ROAD 6 ♦ �- ♦ ♦ VALLEY ROAD 98-00,- 4 12 46 182-► 7-� N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 2 2000 EXISTING AM PEAK HOUR TRAFFIC CLARK STREET SITE 56 21 34 48 4-- 126 1 1 80 PLEASANT ♦ ♦ 1* ♦ ♦- 262 PLEASANT VALLEY ROAD -A, 4- * Fo, ♦ VALLEY ROAD 27 172-► 21 120 257 477-► 7 N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 3 2000 EXISTING PM PEAK HOUR TRAFFIC (0,0� CLARK STREET SITE 41 10 124 42 4- 144 69 PLEASANT ♦ f- 254 PLEASANT VALLEY ROAD ♦ �- ♦ ♦ VALLEY ROAD 12- 140-► 9 47 100 282-► 6 N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 4 2001 BACKGROUND SATURDAY MID-DAY PEAK HOUR TRAFFIC CLARK STREET SITE 11 16 104 39 88 1 133 PLEASANT 232 PLEASANT VALLEY ROAD 6 �- * ♦ ♦ VALLEY ROAD 101 -► 4 13 47 187-► 7 N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 5 2003 BACKGROUND AM PEAK HOUR TRAFFIC CLARK STREET SITE 58 22 35 49 -4— 130 82 PLEASANT /- Lo. /— 270 PLEASANT VALLEY ROAD * ♦ ♦ ♦27 VALLEY ROAD — 177—► 22 124 265 491 —� 7 N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 6 2003 BACKGROUND PM PEAK HOUR TRAFFIC CLARK STREET SITE 42 11 25 43 148 l I _ 71 PLEASANT ♦ `► ♦ [* *- 261 PLEASANT VALLEY ROAD ♦ �- ♦ * VALLEY ROAD 13- 144-► 9 48 103 290=-►► 6 N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 7 2003 BACKGROUND SATURDAY MID-DAY PEAK HOUR TRAFFIC ' 02/17/00 ELDERLY HOUSING* (1997) ' EXHIBIT 8 ' SUMMARY OF TRIP GENERATION CALCULATIONS ' SOURCE:TRIP GENERATION REPORT,INSTITUTE OF TRANSPORTATION ENGINEERS, 1997 LAND USE: ELDERLY HOUSING-CODE A253 ' PROJECT: CREATIVE DEVELOPERS -�--- PLEASANT VALLEY ROAD,SOUTH WINDSOR,CT NUMBER.OF ELDERLY HOUSING UNITS: 20 TOTAL TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE T=3.48(X) 70 35 35 ' WEEKDAY 50%INBOUND*50%OUTBOUND PEAK HOUR T=0.07(X) 1 1 1 ' 7 TO 9 AM 63%INBOUND*37%OUTBOUND PEAK HOUR T=0.10(X) 2 1 1 4 TO 6 PM 59%INBOUND*41 %OUTBOUND ' WEEKDAY AM T=0.06(X) 1 1 1 PEAK HOUR 50%INBOUND*50%OUTBOUND OF GENERATOR WEEKDAY PM T=0.11 (X) 2 1 1 PEAK HOUR 53%INBOUND*47%OUTBOUND ' OF GENERATOR AVERAGE T=2.51 (X) 50 25 25 SATURDAY 50%INBOUND*50%OUTBOUND ' SATURDAY T=0.30(X) 6 3 3 PEAK HOUR 50%INBOUND*50%OUTBOUND AVERAGE T=2.70(X) 54 27 27 SUNDAY 50%INBOUND*50%OUTBOUND SUNDAY T=0.55(X) 11 6 6 PEAK HOUR 50%INBOUND*50%OUTBOUND NOTE 7FF(XX) UALS INBOUND VEHICLES EQUALS OUTBOUND VEHICLES SITE CLARK STREET 1 0 0 PLEASANT f- ♦ 1 /- PLEASANT VALLEY ROAD * ♦ VALLEY ROAD (1) -►1 -► N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 9 SITE GENERATED AM PEAK HOUR TRAFFIC MOTE (XX) EQUALS INBOUND VEHICLES r- YY EQUALS OUTBOUND VEHICLES SITE CLARK STREET 1 0 0 PLEASANT � 4- PLEASANT VALLEY ROAD ♦ / ♦ ♦ VALLEY ROAD I (1) 1 N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 10 SITE GENERATED PM PEAK HOUR TRAFFIC NOTE (XX) EQUALS INBOUND VEHICLES YY EQUALS OUTBOUND VEHICLES SITE CLARK STREET 2 1 1 1 (1) PLEASANT PLEASANT VALLEY ROAD ♦ * ♦ ♦ VALLEY ROAD (2) (1) -111N. 1 (1) -► N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 11 SITE GENERATED SATURDAY MID-DAY PEAK HOUR TRAFFIC (000"o SITE CLARK STREET 11 16 104 39 41- 88 1 0 134 PLEASANT ♦ l �- 232 PLEASANT VALLEY ROAD VALLEY ROAD - 102-► 4 13 47 187--► 7 N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 12 2003 COMBINED AM PEAK HOUR TRAFFIC (0000, CLARK STREET SITE 58 22 35 49 131 1 0 82 0 PLEASANT ♦ + y ♦ 1-0. f- 270 PLEASANT VALLEY ROAD ♦I t I-► VALLEY ROAD 27 1 177-► 22 124 266 491 -► 7 N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 13 2003 COMBINED PM PEAK HOUR TRAFFIC SITE CLARK STREET 42 11 125 43 -0- 149 2 1 PLEASANT �I ♦ `► � 72 [* 4- 261 PLEASANT VALLEY ROAD 13__+ All. 2� VALLEY ROAD I 145-► 9 48 104 290-► 6 N CLARK STREET NOTE: DRAWING NOT TOO SCALE EXHIBIT 14 2003 COMBINED SATURDAY MID-DAY PEAK HOUR TRAFFIC ' EXHIBIT 15 LEVEL OF SERVICE CRITERIA ' UNSIGNALIZED INTERSECTIONS SOURCE: HIGHWAY CAPACITY MANUAL (HCM), 1994 ' TRANSPORTATION RESEARCH BOARD ' Service for unsi nalized intersections similar to the stud Level of Se ce g Y intersections is defined in terms of the average total delay for the approach or ' movement evaluated. Total delay is defined as the total elapsed time from when a vehicle stops at the end of a waiting queue until this vehicle departs from the stop line. This total delay includes-the time required for this vehicle to travel ' from the last-in-queue position to the first-in-queue position. ' In the case of unsignalized intersections, all approaching movements from the minor street and the left-turn movements from the major street are analyzed, and a Level of Service is computed for each movement. Levels of Service (LOS) for unsignalized intersections are defined as follows: ' LEVEL OF SERVICE AVERAGE DELAY PER CONDITION VEHICLE (SECONDS) ' LOS A < 5.0 LITTLE OR NO DELAY LOS B 5.1 TO 10.0 SHORT DELAY - LOS C 10.1 TO 20.0 AVERAGE DELAY iLOS D 20.1 TO 30.0 LONG DELAY LOS E 30.1 TO 45.0 VERY LONG DELAY LOS F > 45.0 EXTREME DELAY In today's environment, Levels of Service D to F are common and are often experienced on minor street approaches to major streets carrying relatively high traffic volumes. (1) HCM, Table 10-3. ' Exhibit 16 Capacity Analysis Worksheets Existing 2000 Peak Hour Volumes ' Existing Geometrics ' HCS : Unsignalized Intersections Release 2 .1g 00000498 .HC0 Page 1 ------------------------------------------------- BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 ' Ph: (203) 397-3600 Streets : (N-S) CLARK STREET (E-W) PLEASANT VALLEY ROAD Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC ' Date of Analysis . . . . . . . . . . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR, CT- 2 000 EXISTING AM PEAK ' All-way-Stop-controlled-Intersection ----------------------------------- Eastbound Westbound Northbound Southbound -L-- -T-- R L T R L T -R-- L T -R-- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 6 .98 7 130 86 10 4 12 46 38 101 15 PHF 95 . 95 . 95 . 95 .95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 ----------------------------------------------------------------------- Volume Summary and Capacity Analysis WorkSheet ----------------------------------------------------------------------- LT Flow Rate 6 137 4 40 ' RT Flow Rate 7 11 48 16 Approach Flow Rate 116 239 65 162 Proportion LT 0 . 05 0 .57 0 . 06 0 .25 1 Proportion RT 0 . 06 0 . 05 0 . 74 0 .10 Opposing Approach Flow Rate 239 116 162 65 Conflicting Approaches Flow Rate 227 227 355 355 ' Proportion, Subject Approach Flow Rate 0 .20 0 .41 .0 . 11 0 .28 Proportion, Opposing Approach Flow Rate 0 .41 0 .20 0 .28 0 .11 Lanes on Subject Approach 1 1 1 1 Lanes on Opposing Approach 1 1 1 1 LT, Opposing Approach 137 6 40 4 RT, Opposing Approach 11 7 16 48 LT, Conflicting Approaches 44 44 143 143 ' RT, Conflicting Approaches 64 64 18 18 Proportion LT, Opposing Approach 0 .57 0 . 05 0 .25 0 . 06 Proportion RT, Opposing Approach 0 . 05 0 . 06 0 . 10 0 .74 Proportion LT, Conflicting Approaches 0 .19 0 .19 0 .40 0 .40 ' Proportion RT, Conflicting Approaches 0 .28 0 .28 0 . 05 0 . 05 Approach Capacity 450 673 247 480 ----------------------------------------------------------------------- ' Intersection Performance Summary ' Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS, ---------- ---------- --------- ------ ----------- ---- Ell 116 450 0 .26 2 . 7 A WB 239 673 0 .36 3 . 9 A NB 65 247 0 . 26 2 . 7 A SB 162 480 0 . 34 3 . 6 A ' Intersection Delay = 3 .4 Level of Service (Intersection) = A HCS : Unsignalized Intersections Release 2 .1g 000004-" .HCO Page 1 --------------------------------------------------------------- ' BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 Ph:- (203) -397=3600_____________________________________________________ - Y Streets : (N-S) CLARK STREET (E W) PLEASANT VALLEY ROAD Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC ' Date of Analysis . . . . . . . . . . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR, CT- 2 000 EXISTING PM PEAK All-way Stop-controlled Intersection ----------------------------------------- Eastbound Westbound Northbound Southbound ' L- -- -T-- R L -T-- R -L-- T -R-- L -T R-- ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 27 172 7 80 126 56 21 120 257 48 34 21 PHF . 95 . 95 . 95 . 95 .95 . 95 .95 .95 . 95 . 95 . 95 . 95 L ----------------------------------------------------------------------- Volume Summary and Capacity Analysis WorkSheet EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 28 84 22 51 ' RT Flow Rate 7 59 271 22 Approach Flow Rate 216 276 419 109 Proportion LT 0 .13 0 .30 0 . 05 0 .47 Proportion RT 0 . 03 0 .21 0 .65 0 .20 Opposing Approach Flow Rate 276 216 109 419 Conflicting Approaches Flow Rate 528 528 492 492 ' Proportion, Subject Approach Flow Rate 0.21 0 .27 0 .41 0 .11 Proportion, Opposing Approach Flow Rate 0 .27 0 .21 0 .11 0 .41 Lanes on Subject Approach 1 1 1 1 Lanes on Opposing Approach 1 1 1 1 ' LT, Opposing Approach 84 28 51 22 RT, Opposing Approach 59 7 22 271 LT, Conflicting Approaches 73 73 112 112 RT, Conflicting Approaches 293 293 66 66 Proportion LT, Opposing Approach 0 .30 0 .13 0 .47 0 . 05 Proportion RT, Opposing Approach 0 .21 0 . 03 0 .20 0 .65 ' Proportion LT, Conflicting Approaches 0 .14 0 .14 0 .23 0 .23 Proportion RT, Conflicting Approaches 0 .55 0 .55 0 . 13 0 .13 p )(s*Range e limit exceeded see below) a ----------------------------------------------------------------- �qq HCS: Unsignalized Intersections Release 2 . 1g 000004&8,.HC0 Page 2 ' Range Limit (s) Exceeded Range limits from HCM Table 10 7 (p. 10-47) , implementing HCM Range of Model validity (p. 10-37) . Northbound approach: A model prediction of LOS E has caused a range check to be made for this approach. The following range limit (s) have been exceeded: ' The proportion of left turns on the opposing approach is 0 .47 . This is outside the permitted range of 0 . 00 - 0 .36 . ' HCS : Unsignalized Intersections Release 2 . 1g 00000500 .HC0 Page 1 --------------------------------------------- BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 ' Ph: (203) 397-3600 Streets : (N-S) CLARK STREET (E-W) PLEASANT VALLEY ROAD Analyst . . . . . . . . . . . BUBARIS TRAFFIC - - Date of Analysis . . . . . . . . . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING S WINDSOR, CT 2 000 EXISTING SAT ' All-way-Stop-controlled-Intersection ----------------------------------- Eastbound westbound Northbound Southbound L T R L T R L T -R-- -L-- T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 12 140 6 69 144 41 9 47 100 42 24 10 ' PHF . 95 . 95 .95 . 95 . 95 . 95 . 95 .95 . 95 . 95 . 95 .95 ----------------------------------------------------------------------- Volume Summary and Capacity Analysis WorkSheet EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 13 73 9 44 ' RT Flow Rate 6 43 105 11 Approach Flow Rate 166 268 163 80 Proportion LT 0 . 08 0 .27 0 . 06 0 .55 Proportion RT 0 . 04 0 .16 0 . 64 0 .14 Opposing Approach Flow Rate 268 166 80 163 Conflicting Approaches Flow Rate 243 243 434 434 Proportion, Subject Approach Flow Rate 0 .25 0 .40 0 .24 0 .12 Proportion, Opposing Approach Flow Rate 0 .40 0 . 25 0 . 12 0 . 24 Lanes on Subject Approach 1 1 1 1 ' Lanes on Opposing Approach 1 1 1 1 LT, Opposing Approach 73 13 44 9 RT, Opposing Approach 43 6 11 105 LT, Conflicting Approaches 53 53 86 86 ' RT, Conflicting Approaches 116 116 49 49 Proportion LT, Opposing Approach 0 .27 0 . 08 0 .55 0 . 06 Proportion RT, Opposing Approach 0 .16 0 . 04 0 .14 0 . 64 Proportion LT, Conflicting Approaches 0 .22 0 .22 0 .20 0 .20 Proportion RT, Conflicting Approaches 0 .48 0 .48 0 . 11 0 . 11 Approach Capacity 650 729 260 473 ----------------------------------------------------------------------- Intersection Performance Summary Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS ---------- ---------- --------- ------- ----------- ---- Ell 166 650 0 .26 2 . 6 A WB 268 729 0 .37 4 . 0 A NB 163 260 0 .63 10 . 8 C SB 80 473 0 . 17 1 . 9 A Intersection Delay = 5 .1 Level of Service (Intersection) = B 1 f 1 1 Exhibit 17 Capacity Analysis Worksheets Background 2003 Peak Hour Volumes Future Geometrics 1 1 1 HCS : Unsignalized Intersections Release 2 .1 00000501 .HC0 Page 1 g g ' BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 Ph: (203) 397-3600 ---------------- Streets : (N-S) CLARK STREET (E-W) PLEASANT VALLEY ROAD Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR, CT- 2 003 BACKGROUND AM PEAK All-way Stop-controlled Intersection Eastbound Westbound Westbound Northbound Southbound L T R L T R L T -R-- L T R No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 1 0 > 1 < 0 Volumes 6 101 7 133 88 11 4 13 47 39 104 16 PHF 95 . 95 . 95 . 95 . 95 .95 _95 . 95 . 95 . 95 . 95 . 95 Volume Summary and Capacity Analysis WorkSheet EB WE NB SB - ----------------------------------------------------------------=----- LT Flow Rate 6 140 4 41 RT Flow Rate 7 12 49 17 Approach Flow Rate 119 245 67 167 Proportion LT 0 . 05 0 .57 0 . 06 0 .25 Proportion RT 0 . 06 0 . 05 0 . 73 0 . 10 Opposing Approach Flow Rate 245 119 167 67 Conflicting Approaches Flow Rate 234 234 364 364 Proportion, Subject Approach Flow Rate 0 .20 0 .41 0 . 11 0 .28 Proportion, Opposing Approach Flow Rate 0 .41 0 .20 0 . 28 0 . 11 Lanes on Subject Approach 1 1 2 1 Lanes on Opposing Approach 1 1 1 2 LT, Opposing Approach 140 6 41 4 RT, Opposing Approach 12 7 17 49 LT, Conflicting Approaches 45 45 146 146 ' RT, Conflicting Approaches 66 66 19 19 Proportion LT, Opposing Approach 0.57 0 . 05 0 .25 0 . 06 Proportion RT, Opposing Approach 0 . 05 0 . 06 0 . 10 0 . 73 ' Proportion LT, Conflicting Approaches 0 .19 0 . 19 0 .40 0 .40 Proportion RT, Conflicting Approaches 0 .28 0 .28 0 . 05 0 . 05 Approach Capacity 451 673 450 381 ----------------------------------------------- Intersection Performance Summary ' Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 119 451 0 .26 2 .7 A WE 245 673 0 . 36 4 . 0 A NB 67 450 0 . 15 1 . 8 A SB 167 381 0 .44 5 .3 B Intersection Delay = 3 .9 Level of Service (Intersection) = A HCS : Unsignalized Intersections Release 2 . 1g 00000502 .HC0 Page 1 . BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 Ph: (203) 397-3600 Streets : (N-S) CLARK STREET (E-W) PLEASANT VALLEY ROAD Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis .. . . . . . . . . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR, CT- 2 003 BACKGROUND PM PEAK ' All-way Stop-controlled Intersection Eastbound Westbound Northbound Southbound ' L T R -L-- T R -L R -- T R L T - -- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 1 0 > 1 < 0 Volumes 27 177 7 82 130 58 22 124 265 49 35 22 PHF 95 . 95 . 95 .95 . 95 . 95 .95 . 95 . 95 .95 . 95 .95 Volume Summary and Capacity Analysis WorkSheet EB WB NB SE ----------------------------------------------------------------------- LT Flow Rate 28 86 23 52 RT Flow Rate 7 61 279 23 Approach Flow Rate 221 284 433 112 Proportion LT 0 . 13 0 .30 0 . 05 0 .46 Proportion RT 0 . 03 0 .21 0 . 64 0 .21 Opposing Approach Flow Rate 284 221 112 433 Conflicting Approaches Flow Rate 545 545 505 505 Proportion, Subject Approach Flow Rate 0 .21 0 .27 0 .41 0 . 11 Proportion, Opposing Approach Flow Rate 0 .27 0 .21 0 .11 0 .41 Lanes on' Subject Approach 1 1 2 1 Lanes on Opposing Approach 1 1 1 2 ' LT, Opposing Approach 86 28 52 23 RT, Opposing Approach 61 7 23 279 LT, Conflicting Approaches 75 75 114 114 ' RT, Conflicting Approaches 302 302 68 68 Proportion LT, Opposing Approach 0 .30 0 . 13 0 .46 0 . 05 Proportion RT, Opposing Approach 0 .21 0 . 03 0 .21 0 .64 Proportion LT, Conflicting Approaches 0 .14 0 . 14 0 .23 0 .23 ' Proportion RT, Conflicting Approaches 0 .55 0 .55 0 . 13 0 . 13 Approach Capacity 577 611 662 481 ----------------------------------------------------------------------- Intersection Performance Summary Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS ---------- ---------- --------- ------- ----------- ---- ' EB 221 577 0 .38 4 .3 A WB 284 611 0 .46 5 .8 B NB 433 662 0 .65 12 . 0 C SB 112 481 0 .23 2 .4 A ' Intersection Delay = 7 .7 Level of Service (Intersection) = B HCS : Unsignalized Intersections Release 2 . 1g 00000503 .HC0 Page 1 BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 Ph: (203) 397-3600 Streets (N-S) CLARK STREET (E-W) PLEASANT VALLEY ROAD Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis . . . . . . . . . . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR, CT- 2 003 BACKGROUND SAT ' All-way_Stop-controlled_Intersection ___________________________________ Eastbound Westbound Northbound Southbound ' L- -- T R L T -R-- L -T-- -R R -- L T - -- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 1 0 > 1 < 0 Volumes 13 144 6 71 148 42 9 48 103 43 25 11 PHF .95 . 95 .95 . 95 . 95 .95 . 95 . 95 .95 .95 . 95 . 95 i ---__________---__---__---__---__---__---__---__---__---__---__--- Volume Summary and Capacity Analysis WorkSheet EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 14 75 9 45 ' RT Flow Rate 6 44 108 12 Approach Flow Rate 172 275 168 83 Proportion LT 0 . 08 0 .27 0 . 05 0 .54 ' Proportion RT 0 . 03 0 .16 0 . 64 0 . 14 Opposing Approach Flow Rate 275 172 83 168 Conflicting Approaches Flow Rate 251 251 447 447 ' Proportion, Subject Approach Flow Rate 0 .25 0 .39 0 .24 0 . 12 Proportion, Opposing Approach Flow Rate 0 .39 0 .25 0 . 12 0 .24 Lanes on Subject Approach 1 1 2 1 Lanes on Opposing Approach 1 1 1 2 LT, Opposing Approach 75 14 45 9 RT, Opposing Approach 44 6 12 108 LT, Conflicting Approaches 54 54 89 89 RT, Conflicting Approaches 120 120 50 50 Proportion LT, Opposing Approach 0 .27 0 . 08 0 .54 0 . 05 Proportion RT, opposing Approach 0 .16 0 . 03 0 .14 0 . 64 ' Proportion LT, Conflicting Approaches 0 .22 0 .22 0 .20 0 .20 Proportion RT, Conflicting Approaches 0 .48 0 .48 0 . 11 0 . 11 Approach Capacity . 651 728 464 374 ----------------------------------------------------------------------- ' Intersection Performance Summary ' Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS ---------- ---------- --------- ------- ----------- ---- Ell 172 651 0 .26 2 . 7 A ' WB 275 728 0 .38 4 .2 A NB 168 464 0 .36 4 . 0 A SE 83 374 0 .22 2 .3 A Intersection Delay = 3 . 6 Level of Service (Intersection) = A ' Exhibit 18 Capacity Analysis Worksheets Combined 2003 Peak Hour Volumes Future Geometrics ' HCS : Unsignalized Intersections Release 2 .1g 00000504 .HC0 Page 1 ----------------------------------------------------------------------- ----------------------------------------------------------------------- BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 Ph: (203) 397-3600 Streets : (N-S) CLARK STREET (E-W) PLEASANT VALLEY ROAD Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis . . . . . . . . . . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR, CT- 2 003 COMBINED AM ' All-way-Stop-controlled-Intersection----------------------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 1 0 > 1 < 0 Volumes 6 102 7 134 88 11 4 13 47 39 104 16 PHF 95 . 95 . 95 _ ---------------- 95 . 95 .95 . 95 . 95 . 95 . 95 . 95 . 95 - ------------------------ Volume Summary and Capacity Analysis WorkSheet EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 6 141 4 41 ' RT Flow Rate 7 12 49 17 Approach Flow Rate 120 246 67 167 Proportion LT 0 . 05 0 .57 0 . 06 0 . 25 ' Proportion RT 0 . 06 0 . 05 0 . 73 0 .10 Opposing Approach Flow Rate 246 120 167 67 Conflicting Approaches Flow Rate 234 234 366 366 ' Proportion, Subject Approach Flow Rate 0 .20 0 .41 0 . 11 0 . 28 Proportion, Opposing Approach Flow Rate 0 .41 0 . 20 0 .28 0 . 11 Lanes on Subject Approach 1 1 2 1 Lanes on Opposing Approach 1 1 1 2 LT, Opposing Approach 141 6 41 4 RT, Opposing Approach 12 7 17 49 LT, Conflicting Approaches 45 45 147 147 RT, Conflicting Approaches 66 66 19 19 Proportion LT, Opposing Approach 0 . 57 0 . 05 0 .25 0 . 06 Proportion RT, Opposing Approach 0 . 05 0 . 06 0 . 10 0 . 73 Proportion LT, Conflicting Approaches 0 . 19 0 . 19 0 .40 0 .40 ' Proportion RT, Conflicting Approaches 0 .28 0 .28 0 . 05 0 . 05 Approach Capacity 452 674 448 380 ----------------------------------------------------------------------- Intersection Performance Summary ' Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS ---------- ---------- --------- ------- ----------- ---- EB 120 452 0 .27 2 . 7 A ' WB 246 674 0 .36 4 . 0 A NB 67 448 0 . 15 1 . 8 A SB 167 380 0 .44 5 .3 B ' Intersection Delay = 3 .9 Level of Service (Intersection) = A HCS : Unsignalized Intersections Release 2 . 1g 00000505 .HC0 Page 1 ------------------ BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 ' Ph: - (203) -397=3600_____________________________________________________ Streets : (N-S) CLARK STREET (E-W) PLEASANT VALLEY ROAD Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC ' Date of Analysis. . . . . . . . . . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR, CT- 2 003 COMBINED PM ' All-way-Stop-controlled-Intersection ------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 1 0 > 1 < 0 Volumes 27 177 7 82 131 58 22 124 266 49 35 22 ' PHF _95 .95 .95 _95 . 95 .95 . 95 . 95 .95 .95 . 95 . 95 -------- ---------------------------------------- Volume Summary and Capacity Analysis WorkSheet ----------------------------------------------------------------------- ' EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 28 86 23 52 RT Flow Rate 7 61 280 23 Approach Flow Rate 221 285 434 112 Proportion LT 0 .13 0 .30 0 . 05 0 .46 Proportion RT 0 . 03 0 .21 0 . 65 0 .21 Opposing Approach Flow Rate 285 221 112 434 Conflicting Approaches Flow Rate 546 546 506 506 ' Proportion, Subject Approach Flow Rate 0 .21 0 .27 0 .41 0 .11 Proportion, Opposing Approach Flow Rate 0 .27 0 .21 0 . 11 0 .41 Lanes on, Subject Approach 1 1 2 1 Lanes on Opposing Approach 1 1 1 2 LT, Opposing Approach 86 28 52 23 RT, Opposing Approach 61 7 23 280 LT, Conflicting Approaches 75 75 114 114 ' RT, Conflicting Approaches 303 303 68 68 Proportion LT, Opposing Approach 0 .30 0 . 13 0 .46 0 . 05 Proportion RT, Opposing Approach 0 .21 0 . 03 0 .21 0 . 65 Proportion LT, Conflicting Approaches 0 .14 0 . 14 0 .23 0 .23 ' Proportion RT, Conflicting Approaches 0 .55 0 .55 0 . 13 0 . 13 Approach Capacity 577 612 662 481 ----------------------------------------------------------------------- Intersection Performance Summary Approach Approach V/C Average ' Movement Flow Rate Capacity Ratio Total Delay LOS ---------- ---------- --------- ------- ----------- ---- EB 221 577 0 .38 4 .3 A WB 285 612 0 .47 5 .9 B NB 434 662 0 . 66 12 . 1 C SB 112 481 0 .23 2 .4 A ' Intersection Delay = 7 .7 Level of Service (Intersection) = 13 ' HCS : Unsignalized Intersections Release 2 . 1g 00000506 .HC0 Page 1 - ----------------------------------------------------------------------- BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 ' Ph: - (203) -397=3600_____________________________________________________ Streets : (N-S) CLARK STREET (E-W) PLEASANT VALLEY ROAD Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC ' Date of Analysis . . . . . . . . . . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR, CT 2 003 COMBINED SAT ' All-way Stop-controlled Intersection -------------------------------------------------------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 1 0 > 1 < 0 Volumes 13 145 6 72 149 42 9 48 104 43 - 25 11 PHF 95 . 95 . 95 . 95 . 95 . 95 . 95 . 95 .95 . 95 . 95 . 95 Volume Summary and Capacity Analysis WorkSheet EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 14 76 9. 45 ' RT Flow Rate 6 44 109 12 Approach Flow Rate 173 277 169 83 Proportion LT 0 . 08 0 .27 0 . 05 0 .54 Proportion RT 0 . 03 0 .16 0 . 64 0 .14 Opposing Approach Flow Rate 277 173 83 169 Conflicting Approaches Flow Rate 252 252 450 450 ' Proportion, Subject Approach Flow Rate 0 .25 0 .39 0 .24 0 . 12 Proportion, Opposing Approach Flow Rate 0 .39 0 .25 0 . 12 0 .24 Lanes on Subject Approach 1 1 2 1 Lanes on Opposing Approach 1 1 1 2 LT, Opposing Approach 76 14 45 9 RT, Opposing Approach 44 6 12 109 LT, Conflicting Approaches 54 54 90 90 RT, Conflicting Approaches 121 121 50 50 Proportion LT, Opposing Approach 0 .27 0 . 08 0 .54 0 . 05 Proportion RT, Opposing Approach 0 . 16 0 . 03 0 .14 0 . 64 Proportion LT, Conflicting Approaches 0 .21 0 .21 0 .20 0 .20 Proportion RT, Conflicting Approaches 0 .48 0 .48 0 .11 0 . 11 Approach Capacity - 652 730 463 373 ----------------------------------------------------------------------- Intersection Performance Summary ' Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 173 652 0 .27 2 . 7 A WB 277 730 0 . 38 4 .2 A NB 169 463 0 .37 4 . 0 A SB 83 373 0 .22 2 .3 A ' Intersection Delay = 3 .6 Level of Service (Intersection) = A ' HCS : Unsignalized Intersections Release 2 .1g 00000507 .HC0 Page 1 ----------------------------------------------------------------- - BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 Ph: (203) 397-3600 Streets : (N-S) SITE DRIVE (E-W) PLEASANT VALLEY ROAD Major Street Direction. . . . EW ' Length of Time Analyzed. . . 60 (min) Analyst . . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis . . . . . . . . . . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR, CT- 2 003 COMBINED PM PEAK Two-way Stop-controlled Intersection ' Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ' No. Lanes 0 > 1 0 0 1 < 0 0 0 0 0 > 0 < 0 Stop/Yield N N Volumes 1 491 270 0 0 1 ' PHF . 95 . 95 .95 . 95 . 95 . 95 Grade 0 0 0 MC' s (o) ' SU/RV' s (o) CV' s (0) PCE' s 1. 10 1. 10 1 . 10 ------------------------------------------------------------------------- Adjustment Factors ' Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5 . 00 2 . 10 Right Turn Minor Road 5 .50 2 . 60 Through Traffic Minor Road 6 . 00 3 . 30 Left Turn Minor Road 6 .50 3 .40 HCS: Unsignalized Intersections Release 2 . 1g 00000507 .HC0 Page 2 ----------------------------------------------------------------------- Worksheet for TWSC Intersection Step 1 : RT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows : (vph) 284 Potential Capacity: (pcph) 994 Movement Capacity: (pcph) 994 Prob. of Queue-Free State: 1 . 00 Step 2 : LT from Major Street WB EB -------------------------------------------------------- ' Conflicting Flows : (vph) 284 Potential Capacity: (pcph) 1255 Movement Capacity: (pcph) 1255 Prob. of Queue-Free State: 1 . 00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: 1 (PchPP ) Major LT Shared Lane Prob. ' -- -----Queue-Free 1 -------------------------------- --- Step 4 : LT from Minor Street NB SB ------=------------------------------------------------- ' Conflicting Flows : (vph) 802 Potential Capacity: (pcph) 363 Major LT, Minor TH Impedance Factor: 1 . 00 Adjusted Impedance Factor: 1 . 00 Capacity Adjustment Factor due to Impeding Movements 1 . 00 Movement Capacity: (pcph) 363 -------------------------------------------------------- ' Intersection Performance Summary Avg. 95`s Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) -------- ------ ------ ------ ------- ------- ----- --------- ' SB L 0 363 > 994 3 . 6 0 . 0 A 3 . 6 SB R 1 994 > ' EB L 1 1255 2 . 9 0. 0 A 0 . 0 ' Intersection Delay = 0 . 0 sec/veh HCS : Unsignalized Intersections Release 2 .1g 00000508 .HC0 Page 1 ' BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 Ph: (203) 397-3600 ' Streets (N-S) SITE DRIVE (E-W) PLEASANT VALLEY ROAD Major Street Direction. . . . EW Length of Time Analyzed. . . 60 (min) Analyst . BUBARIS TRAFFIC Date of Analysis . . . . . . . . . . 2/8/0 Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR,CT- 2 ' 003 COMBINED PM PEAK Two-way Stop-controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ' No. Lanes 0 > 1 0 0 1 < 0 0 0 0 0 > 0 < 0 Stop/Yield N N Volumes 1 491 270 0 0 1 PHF . 95 .95 . 95 . 95 . 95 .95 ' Grade 0 0 0 MC' s (o) SU/RV' s (o) PCEss (�) 1 . 10 1 .10 1. 10 ------------------------------------------------------------------------- Adjustment Factors ' Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) i -Left-----Turn----Ma--j--or------Road--------------------5--. 00-----------------2 . 10------- Right Turn Minor Road 5 .50 2 .60 ' Through Traffic Minor Road 6 . 00 3 . 30 Left Turn Minor Road 6 .50 3 .40 1 HCS : Unsignalized Intersections Release 2 .1g 00000508 .HC0 Page 2 ----------------------------------------- ------- Worksheet for TWSC Intersection Step 1 : RT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows : (vph) 284 ' Potential Capacity: (pcph) 994 Movement Capacity: (pcph) 994 Prob. of Queue-Free State: 1 . 00 Step 2 : LT from Major Street WB EB -------------------------------------------------------- ' Conflicting Flows : (vph) 284 Potential Capacity: (pcph) 1255 Movement Capacity: (pcph) 1255 Prob. of Queue-Free State: 1 . 00 ' TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. ' of 00 Queue-Free State: ------------------------------1_ - - Step 4 : LT from Minor Street NB SB -------------------------------------------------------- ' Conflicting Flows : (vph) 802 Potential Capacity: (pcph) 363 Major LT, Minor TH ' Impedance Factor: 1 . 00 Adjusted Impedance Factor: 1. 00 Capacity Adjustment Factor ' due to Impeding Movements 1 . 00 Movement Capacity: (pcph) 363 -------------------------------------------------------- ' Intersection Performance Summary Avg. 95% ' Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) SB L 0 363 > ------ ------ ------ ------ ------- ------- ----- --------- 994 3 . 6 0 . 0 A 3 . 6 SB R 1 994 > EB L 1 1255 2 . 9 0 . 0 A 0 . 0 Intersection Delay = 0 . 0 sec/veh I 1 ' 1 HCS : Unsignalized Intersections Release 2 . 1g 00000509 .HC0 Page 1 ---------------------------------------------------------- -_______ BUBARIS TRAFFIC ASSOCIATES 270 Amity Road, Suite 130 Woodbridge, CT 06525-2236 Ph: - (203) -397=3600_____________________________________________________ Streets : (N-S) SITE DRIVE (E-W) PLEASANT VALLEY ROAD Major Street Direction. . . . EW ' Length of Time Analyzed. . . 60 (min) Analyst. . . . . . . . . . . . . . . . . . . BUBARIS TRAFFIC Date of Analysis . . . . . .. . . . 2/8/0 ' Other Information. . . . . . . . . PROPOSED SENIOR HOUSING-S WINDSOR, CT- 2 003 COMBINED SAT Two-way Stop-controlled Intersection ' Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 0 > 1 0 0 1 < 0 0 0 0 0 > 0 < 0 Stop/Yield N N Volumes 2 290 261 1 1 2 PHF . 95 . 95 . 95 . 95 .95 . 95 Grade 0 0 0 MC' s (o) SU/RV' s (�) ' CV' s (o) PCE ' s 1.10 1 .10 1. 10 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up ' Maneuver ---------------------Gap- (tg) ------------Time- (tf)Left Turn Major Road 5 . 00 2 .10 Right Turn Minor Road 5 .50 2 . 60 ' Through Traffic Minor Road 6 . 00 3 .30 Left Turn Minor Road 6 .50 3 .40 HCS: Unsignalized Intersections Release 2 .1g 00000509 .HC0 Page 2 Worksheet for TWSC Intersection Step 1 : RT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows : (vph) 276 ' Potential Capacity: (pcph) 1003 Movement Capacity: (pcph) 1003 Prob. of Queue-Free State: 1 . 00 Step-2 : -LT-from-Major-Street WB EB -------------------------------------------------------- ' Conflicting Flows: (vph) 276 Potential Capacity: (pcph) 1266 Movement Capacity: (pcph) 1266 Prob. of Queue-Free State: 1 . 00 ' TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. ' ofQueue_ - 00 FreeState----------------------------------- - -- Step 4 : LT from Minor Street NB SB Conflicting Flows: (vph) 582 Potential Capacity: (pcph) 487 Major LT, Minor TH ' Impedance Factor: 1 . 00 Adjusted Impedance Factor: 1 . 00 Capacity Adjustment Factor ' due to Impeding Movements 1. 00 Movement Capacity: (pcph) 486 -------------------------------------------------------- ' Intersection Performance Summary Avg. 95. ' Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) -------- ------ ------ ------ ------- ------- ----- --------- SB L 1 486 > 740 4 . 9 0 . 0 A 4 .9 SB R 2 1003 > ' EB L 2 1266 2 . 8 0 . 0 A 0 . 0 ' Intersection Delay = 0 . 0 sec/veh EXHIBIT 19 SUMMARY OF ACCIDENT EXPERIENCE PROPOSED SENIOR RESIDENCE DEVELOPMENT 1140 PLEASANT VALLEY ROAD SOUTH WINDSOR,CONNECTICUT INFORMATION OBTAINED FROM CONNECTICUT DOT(1/1/96 12131/98) SECTION1 M.P. TO 2.24 (PLEASANT VALLEY ROAD AT CONDO ASSACIATION DRIVE) SECTION2 M.P. 2.58 TO 2.58 (PLEASANT VALLEY ROAD AT CLARK STREET) SECTION3 M.P. 2.95 TO 3.03 (PLEASANT VALLEY ROAD AT WHEELER ROAD) SECTION4 M.P. TO (CLARK STREET(ENTIRE LENGTH)) S-1 I S-2 TOTALS DRIVER VIOLATED TRAFFIC CONTROL 1 1 DRIVER UNABLE TOO COPE WITH CONDITIONS 1 1 1 3 DRIVING TOO FAST FOR CONDITIONS 1 1 DRIVER UNDER THE INFLUENCE 1 1 NO ACTION 1 1 TOTALS: 1 3 3 0 7 INFORMATION OBTAINED FROM POLICE TRAFFIC SERGEANT(1997 199 ) SECTION1 (PLEASANT VALLEY ROAD AT CLARK STREET) SECTION2 (CLARK STREET AT PLEASANT VALLEY ROAD) SECTION3 (PLEASANT VALLEY ROAD AT WHEELER ROAD) SECTION4 (PLEASANT VALLEY ROAD AT CONDO ASSOCIATION DRIVE) SECTION5 (PLEASANT VALLEY ROAD AT AMADO DRIVE) S-1 I S-2 S-3 TOTALS 1957 1 1 1 3 1998 3 1 1 1 6 1999 1 1 1 1 1 5 TOTALS: 5 3 3 2 1 14 }am n olesoadl V&U140t c � 9 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �Gy�soe co� AREA CODE 860 /644-2511 February 24, 2000 CERTIFIED MAIL Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: Appl #00-07P, Pleasant Meadows SRD Dear Mr. DeMallie: Please be advised that the Public Hearing of the Planning &Zoning Commission in the above referenced matter has been scheduled for Tuesday, March 14, 2000, at 7:30 in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the hearing to represent the application. Two signs advertising the hearing, must be posted on the property for ten (10) consecutive days prior to the hearing and must be clearly visible from a town street. Please have one sign posted at northerly side of Pleasant Valley Rd. and one sign posted on the easterly side of Clark St. by March 3, 2000. Signs can be obtained in the Planning Department. Sincerely, Deborah L. Wark Administrative Secretary g o Q 270 Amity Road \ I PLANNING Woodbridge,Connecticut 06525 \ I ENGINEERING Q O Q 4 \ /AND DESIGN Telephone: (203)397-3600 Telecopier: (203)397-3642 Hand-Delivered 'RECE I V E February 18 2000 Ms. Marcia Banach fEB 18 tow Director of Planning Town of South Windsor 1540 Sullivan Avenue D South Windsor, CT 06074 RE: SITE TRAFFIC EVALUATION STUDY 1140 PLEASANT VALLEY ROAD SENIOR RESIDENCE DEVELOPMENT SOUTH WINDSOR, CONNECTICUT Dear Ms. Banach: Enclosed are 17 copies of the subject site traffic evaluation study for distribution to Town officials as you deem appropriate. Please let us know at your earliest convenience if you have any questions or if you require additional information regarding this matter. am planning on attending the Planning and Zoning Commission hearing for this project on the evening of March 14th to present our findings. Best regards. Very truly yours, J44401,04 47 540� James G. Bubaris, P.E. Principal cc: Mr. Mark Kislyuk Mr. Solomon Kerensky Creative Developers Attorney at Law 84 Willowbrook Road 45 Hartford Turnpike Longmeadow, MA 01106 Vernon, CT 06066 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 J Hankard Management Company P.O. Box 521 South Windsor, CT. 06074 CT. Uc# 005 March 4, 2000 Mr. Mark N Kislyuk South Windsor Estates LLC South Windsor, Ct. 06074 Dear Mr. Kislyuk: This letter will confirm that the Burr Meadow Condominium Board of Directors has agreed to grant you an easement for storm water and sanitary sewer pipes across their property and the connection of it to their existing lines. This easement is presently being drawn by your and our attorneys and is expected to be finalized in the near future. In addition the Board of Directors has meet with you and your Landscape Architect, Engineer and representative of Design Professionals on site and have reviewed the planting plans for both your site and ours and we are also in agreement with that plan as revised. Good luck on your project and we look forward to working with you and our new neighbors the residents of South Windsor Estates. Yours ; Patrick T Hankar Property Manager cc: Board of Directors ��o•NN Sf+`� rA 7own apsoadl V&Id,40t 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �,•y�SOR-co AREA CODE 860 / 644-2511 March 8, 2000 Certified #Z419177167 Design Professionals, Inc. Attn: Peter DeMallie 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #00-07P, Pleasant Meadow SRD. Dear Mr. DeMallie: At the March 1, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #00-07P - Pleasant Meadow SRD - IWA/CC permit for the construction of a 20-unit Senior Residence De velopment and associated stormwater structures on property located at Pleasant Valley Road (Assessor's map #16, parcel 15). This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning 8v Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South j Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on March 1, 2005. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. I t �O.NN 8 4, � ��'//}�- n Ole SotdA D w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 203/644-2511 April 6, 2000 South Windsor Estates, LLC 84 Willowbrook Road Longmeadow, MA 01106 RE: Pleasant Meadow Pleasant Valley Road SOUTH WINDSOR, CT Gentlemen: The South Windsor Water Pollution Control Authority, at its regular meeting of April 4, 2000, gave approval for the connection to the Burr Meadows sewer of a 20-unit Senior Residence Development at Pleasant Valley Road, as more specifically shown on plans entitled "Pleasant Meadow—Senior Residence Development— 1140 Pleasant Valley Road—South Windsor- Connecticut" prepared by Design Professionals, Inc., Job No. 99-1272, Drawings No. 3/6 and 4/6 dated February 1, 2000, revised 3-8-00 (Rev. 1), 3-13-00 (Rev. 2), and 3-31-00 (Rev. 3) , and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. Applicant shall provide final drawings incorporating revisions discussed during the April 4, 2000 WPCA meeting: the name change to Pleasant Meadow, the elevation change at Manhole#6 from 91.65' to 97', and the elevation change at Manhole#7 from 91' to 95.35'. 4. Easements between the Burr Meadow and Pleasant Meadow Condominium Associations shall be reviewed by and to the satisfaction of the Town Attorney. South Windsor Estates, LLC - 2 - April 6, 2000 5. This approval letter must be superimposed on the final approval plans. A Very truly yours, rrpas Hindson, Chairman Water Pollution Control Authority TH:rt cc: Matthew Galligan, Town Manager Michael J. Gantick,Director of Public Works Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning ✓ John Collins, Chief Building Inspector Anthony D. Russo - Owner Karen Isherwood, Design Professionals, Inc. Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume =periodhyd(s) Maximum Maximum Hydrograph No. type flow interval peak elevation storagedescription (origin) (cfs) (min) (min) (acft) (ft) (cuft) ------ ex.flow-Bur 1 SCS Runoff 9.7 1 735 1.00 100 —- ______ ______ prop.to det.# 2 SCS Runoff 7.4 1 734 0.76 100 ---- 3 Reservoir 3.9 1 752 0.76 100 2 107.10 5733 det.basin#1 725 0.86 100 --- ______ ______ prop.to det.# 4 SCS Runoff 12.2 1 5 Combine 14.4 1 725 1.62 100 3+4 ______ ______ all prop.flow 6 Reservoir 7.3 1 746 1.61 100 5 103.55 13711 det.basin#2 02-01-2000 Proj. file: 991272.GPW OF file: SAMPLEADF Run date: Hydrograph Report Page 1 Hyd. No. 6 det. basin #2 Hydrograph type = Reservoir Peak discharge = 1.16 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 5 Reservoir name = det. pond #2 Max. Elevation = 101.26 ft Max. Storage = 4,333 cuft Storage Indication method used. Total Volume=17,140 cuft,0.393 acft Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C, Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 10.35 0.02 99.50 0.01 --- ----- ---- ---- ----- 0.01 10.37 0.02 99.50 0.01 ---- ---- --- ----- ---- 0.01 10.38 0.02 99.50 0.01 --- ----- ----- ----- ----- 0.01 10.40 0.02 99.50 0.01 ---- ----- ----- ----- --- 0.01 10.42 0.02 99.50 0.01 -- ----- ----- ----- ---- 0.01 10.43 0.02 99.50 0.01 ---- ----- ---- ----- ---- 0.01 10.45 0.02 99.51 0.02 ----- ----- ---- ----- ----- 0.02 10.47 0.02 99.51 0.02 ----- ----- ---- ----- ----- 0.02 10.48 0.02 99.51 0.02 ----- ----- ----- ----- ----- 0.02 10.50 0.02 99.51 0.02 ---- ----- ----- ---- ----- 0.02 10.52 0.03 99.51 0.02 ---- ----- ----- ----- ----- 0.02 10.53 0.03 99.51 0.02 ---- ----- ----- ----- ---- 0.02 10.55 0.03 99.51 0.02 ----- ----- ----- ----- ----- 0.02 10.57 0.03 99.51 0.02 ----- ---- ----- ----- ----- 0.02 10.58 0.03 99.51 0.02 --- ----- ----- ---- ----- 0.02 10.60 0.03 99.51 0.02 ---- ----- ----- ----- ----- 0.02 10.62 0.03 99.51 0.03 ----- ----- ----- ----- ----- 0.03 10.63 0.03 99.51 0.03 ----- ----- ------ ----- ----- 0.03 10.65 0.03 99.51 0.03 ----- ----- ----- ----- ----- 0.03 10.67 0.04 99.51 0.03 ----- ---_ ___ ----- ----- 0.03 10.68 0.04 99.51 0.03 ---- ----- ---- ----- ---- 0.03 10.70 0.04 99.51 0.03 ----- ----- ----- ----- ----- 0.03 10.72 0.04 99.51 0.03 ---- ----- ---- ----- ---- 0.03 10.73 0.04 99.51 0.03 --- ---- ----- ----- ----- 0.03 10.75 0.04 99.51 0.03 ---- ----- ---- ----- ----- 0.03 10.77 0.04 99.51 0.04 ---- ---- ----- ----- ---- 0.04 10.78 0.04 99.51 0.04 ---- ----- ----- ---- ----- 0.04 10.80 0.05 99.51 0.04 ----- ----- ----- ----- ----- 0.04 ` 10.82 0.05 99.51 0.04 ----- ----- ---- ----- ----- 0.04 10.83 0.05 99.51 0.04 ---- ---- ----- ----- ---- 0.04 10.85 0.05 99.51 0.04 ---- ----- ----- ----- ----- 0.04 10.87 0.05 99.51 0.04 -- ----- ----- ----- ----- 0.04 10.88 0.05 99.51 0.04 ---- ----- ----- ----- ---- 0.04 10.90 0.05 99.52 0.05 ---- ----- ----- ---- ----- 0.05 10.92 0.06 99.52 0.05 ----- ----- ----- ----- ----- 0.05 10.93 0.06 99.52 0.05 ----- ---- ----- ----- ----- 0.05 10.95 0.06 99.52 0.05 ---- ----- ----- ----- ---- 0.05 10.97 0.06 99.52 0.05 ----- --- ----- ----- ----- 0.05 Continues on next page... det.basin#2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 10.98 0.06 99.52 0.05 ---- ---- ---- ----- ----- 0.05 11.00 0.06 99.52 0.05 --- ----- ----- ---- ----- 0.05 11.02 0.06 99.52 0.06 ----- ---- -- ----- --- 0.06 11.03 0.07 99.52 0.06 -- -- ----- ---- ---- 0.06 11.05 0.07 99.52 0.06 --- ----- ---- ----- ----- 0.06 11.07 0.07 99.52 0.06 --_ ---- ---- ---- ----- 0.06 11.08 0.07 99.52 0.06 ----- ---- ----- ----- ----- 0.06 11.10 0.07 99.52 0.06 --- ---- ---- ---- ---- 0.06 11.12 0.08 99.52 0.07 ----- ----- -=--- ----- ---- 0.07 11.13 0.08 99.52 0.07 - --- ----- ----- ----- ----- 0.07 11.15 0.08 99.52 0.07 --- ----- ----- ----- ----- 0.07 11.17 0.09 99.52 0.07 ---- ----- ----- ----- ----- 0.07 11.18 0.09 99.52 0.07 ---- --- ---- ----- ----- 0.07 11.20 0.09` 99.53 0.08 --- -- ---- ---- --- 0.08 11.22 0.10 99.53 0.08 -- ---- ----- ---- ---- 0.08 11.23 0.10 99.53 0.08 ---- ----- ---- ----- ----- 0.08 11.25 0.10 99.53 0.09 ---- ----- ---- ----- ----- 0.09 11.27 0.11 99.53 0.09 ----- ---- ----- ----- ----- 0.09 11.28 0.11 99.53 0.09 ---- ----- ---- ----- ----- 0.09 11.30 0.11 99.53 0.09 ---- ----- ---- ----- ----- 0.09 11.32 0.12 99.53 0.10 ----- --- ----- ---- ----- 0.10 11.33 0.12 99.53 0.10 -- --- ---- ---- ----- 0.10 11.35 0.13 99.53 0.10 ----- ----- ---- ----- ----- 0.10 11.37 0.13 99.54 0.11 -- ----- ----- ---- ----- 0.11 11.38 0.13 99.54 0.11 ----- ----- ----- ----- ----- 0.11 11.40 0.14 99.54 0.11 --- ----- ----- ----- ----- 0.11 11.42 0.14 99.54 0.12 ----- ----- ---- ----- ----- 0.12 11.43 0.15 99.54 0.12 ---- ----- ----- ----- ----- 0.12 11.45 -0.15 99.54 0.13 -- ----- ----- ----- ----- 0.13 11.47 0.16 99.54 0.13 ----- ----- ----- ----- ----- 0.13 11.48 0.16 99.55 0.13 ----- ----- -=--- ----- ----- 0.13 11.50 0.17 99.55 0.14 ---- ----- ----- ----- ----- 0.14 11.52 0.17 99.55 0.14 ---- ---- ---- ----- ----- 0.14 11.53 0.18 99.55 0.15 --- ----- ---- ----- ----- 0.15 11.55 0.19 99.55 0.15 ---- ----- ----- ----- ----- 0.15 11.57 0.20 99.55 0.15 ---- ---- ----- ----- ----- 0.15 11.58 0.22 99.56 0.16 ---- ---- --- ----- ----- 0.16 11.60 0.24 99.56 0.16 ----- ----- ----- ----- ----- 0.16 11.62 0.26 99.56 0.17 ----- ----- ----- ----- ----- 0.17 11.63 0.29 99.57 0.17 ---- ----- ----- ----- ---- 0.17 11.65 0.32 99.58 0.18 --- ----- ---- ----- ---- 0.18 11.67 0.35 99.59 0.19 --- ---- --- ---- ---- 0.19 11.68 0.39 99.59 0.20 ----- ---- ---- ----- ----- 0.20 11.70 0.42 99.60 0.22 ---- --_ ____ ----- ----- 0.22 11.72 0.46 99.62 0.23 -- ---- --- ---- ----- 0.23 11.73 0.50 99.63 0.24 ---- ----- --- ----- ----- 0.24 11.75 0.54 99.64 0.25 ----- ----- ----- ----- ----- 0.25 11.77 0.59 99.66 0.27 --- ----- ----- ----- ----- 0.27 11.78 0.63 99.68 0.28 ----- ----- ----- ----- ----- 0.28 11.80 0.68 99.70 0.30 ----- ----- ----- ----- --- - 0.30 Continues on next page... det.basin#2 Page 3 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 11.82 0.74 99.72 0.31 -- ----- ----- ----- ----- 0.31 11.83 0.79 99.74 0.33 --- ----- ----- ----- ---- 0.33 11.85 0.85 99.77 0.35 ---- ---- ---- _ --- ---- 0.35 11.87 0.91 99.80 0.37 --- ----- ---- ---- ---- 0.37 11.88 0.98 99.83 0.38 --- ---- ----- ----- ----- 0.38 11.90 1.05 99.86 0.40 ---- ---- ----- ----- ----- 0.40 11.92 1.14 99.90 _ 0.42 ---- ---- ----- ----- ----- 0.42 11.93 1.24 99.94 0.44 ----- ---- ----- ---- ----- 0.44 11.95 1.40 99.99 0.47 --- ---- - -- ----- ----- 0.47 11.97 1.61 100.02 0.48 ---- --- ----- ---- ----- 0.48 11.98 1.90 100.04 0.49 -- ----- --- ----- ---- 0.49 12.00 2.26 100.07 0.51 ----- -- ---- ---- ----- 0.51 12.02 2.67 100.11 0.53 - ---- --- ----- ---- 0.53 12.03 3.09 100.16 0.55 --- ----- ----- ---- ---- 0.55 12.05 3.46 100.21 0.59 -- ___ _ __ _____ ----- 0.59 12.07 3.72 100.27 0.64 ---- ____ _____ ----- 0.64 12.08 3.83<< 100.33 0.70 ---- --- ----- ----- ----- 0.70 12.10 3.82 100.40 0.76 ----- ----- ----- ----- ----- 0.76 12.12 3.71 100.46 0.79 ---- ---- ----- ----- ----- 0.79 12.13 3.53 100.51 0.82 ----- ----- ---- ----- ----- 0.82 12.15 3.33 100.56 0.85 ---- ----- ----- ----- ---- 0.85 12.17 3.13 100.61 0.88 --- ----- ----- ----- ----- 0.88 12.18 2.98 100.66 0.90 --- --- ----- ----- ----- 0.90 12.20 2.87 100.70 0.92 ---- --- ---- ----- ----- 0.92 12.22 2.80 100.73 0.94 ---- ----- ----- ----- ----- 0.94 12.23 2.76 100.77 0.95 ----- ----- ----- ----- ----- 0.95 12.25 2.74 -100.81 0.97 ----- ---- ----- ----- ----- 0.97 12.27 2.72 100.84 0.99 ----- ---- ----- ----- -- 0.99 12.28 2.70 100.88 1.00 ----- ---- ---- ----- ----- 1.00 12.30 2.67 100.91 1.02 ----- ---- ----- ----- ----- 1.02 12.32 2.63 100.94 1.03 --- -- =-- ---- ----- 1.03 12.33 2.59 100.97 1.05 ---- ---- ---- ---- ----- 1.05 12.35 2.54 101.00 1.06 ---- ----- ----- ----- ----- 1.06 12.37 2.48 101.03 1.07 ---- ----- ---- ----- ----- 1.07 12.38 2.42 101.06 1.08 ---- ----- ----- ----- ----- 1.08 12.40 2.35 101.09 1.09 ---- ----- ----- ----- ----- 1.09 12.42 2.28 101.11 1.10 ---- ----- ----- ----- ----- 1.10 12.43 2.20 101.13 1.11 - ----- ----- ----- ----- ----- 1.11 12.45 2.12 101.15 1.12 ----- ----- ----- ----- ----- 1.12 12.47 2.03 101.17 1.13 --= ----- ---- ----- ----- 1.13 12.48 1.94 101.19 1.13 ---- ----- ----- ----- ----- 1.13 12.50 1.84 101.21 1.14 --- ----- ----- ----- ----- 1.14 12.52 1.74 101.22 1.15 --- ----- ----- ----- ----- 1.15 12.53 1.64 101.23 1.15 ----- ---- ---- ----- ----- 1.15 12.55 1.55 101.24 1.15 ---- ----- ----- ----- ----- 1.15 12.57 1.47 101.25 1.16 ----- ----- ----- ----- ----- 1.16 12.58 1.39 101.25 1.16 ----- ----- ---- ----- -- -- 1.16 12.60 1.33 101.25 1.16 ----- ---- ----- ----- ----- 1.16 12.62 1.27 101.26 1.16 --- ---- --- ----- ----- 1.16 12.63 1.22 101.26 1.16 --- ----- ----- ----- ----- 1.16 Continues on next page... det.basin#2 Page 4 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Cuiv.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 12.65 1.18 101.26 << 1.16 ---- --- - --- ----- ----- 1.16 << 12.67,_ 1.14 101.26 1.16 --- ----- ----- ----- ----- 1.16 12.68 1.10 101.26 1.16 ----- --- ----- ----- ----- 1.16 12.70 1.06 101.26 1.16 ----- ---- ---- ---- ---- 1.16 12.72 1.03 101.26 1.16 ---- ---- ----- ---- ---- 1.16 12.73 1.00 101.25 1.16 --- - ----- ---- ----- 1.16 12.75 0.97 101.25 1.16 ---- ----- ---- ----- ----- 1.16 12.77 0.94 101.24 1.16 ---- ----- ----- ---- ----- 1.16 12.78 0.91 101.24 1.15 --- ----- ----- ----- ----- 1.15 12.80 0.89 101.24 1.15 ---- ---- ----- ----- ----- 1.15 12.82 0.87 101.23 1.15 ----- ----- ---- ----- ----- 1.15 12.83 0.84 101.22 1.15 ---- ---- ----- ----- ---- 1.15 12.85 0.82 101.22 1.14 ----- ---- ----- ----- ---- 1.14 12.87 0.80 101.21 1.14 --- ----- --- ---- ---- 1.14 12.88 0.79 101.20 1.14 --- ---- ----- ----- ----- 1.14 12.90 0.77 101.20 1.14 ----- ----- ---- ----- ----- 1.14 12.92 0.76 101.19 1.13 ----- ----- ----- ----- ---- 1.13 12.93 0.74 101.18 1.13 ----- ----- ----- ---- ----- 1.13 12.95 0.73 101.17 1.13 --- ---- ----- ----- ----- 1.13 12.97 0.72 101.17 1.12 --- ----- ---- ----- ----- 1.12 12.98 0.71 101.16 1.12 ---- ---- ---- ----- ----- 1.12 13.00 0.70 101.15 1.12 --- ____ ----- ----- ----- 1.12 13.02 0.69 101.14 1.11 -- ---- ----- ----- -- 1.11 13.03 0.68 101.13 1.11 ---- ----- --- ----- ---- 1.11 13.05 0.67 101.12 1.11 -- -- ----- ----- ---- ----- 1.11 13.07 0.66 101.11 1.10 ----- ---- ----- ----- ----- 1.10 13.08 0.65 101.11 1.10 ----- ----- ----- ----- ----- 1.10 13.10 0.64 101.10 1.10 ----- ----- ----- ----- ----- 1.10 13.12 0.63 101.09 1.09 ----- ----- ----- ---- ----- 1.09 13.13 0.63 101.08 1.09 ---- ----- ---- ---- ----- 1.09 13.15 0.62 101.07 1.08 ---- ----- ---- ----- ---- 1.08 13.17 0.62 101.06 1.08 --- ---- ----- ----- ---- 1.08 13.18 0.61 101.05 1.08 ---- ----- ----- ----- ---- 1.08 13.20 0.61 101.04 1.07 ----- ----- ----- ----- ----- 1.07 13.22 0.60 101.03 1.07 ---- ---- ----- ----- ----- 1.07 13.23 0.60 101.02 1.07 ----- ----- ----- ----- ----- 1.07 13.25 0.59 101.01 1.06 ----- ----- ----- ----- ----- 1.06 13.27 0.59 101.00 1.06 ----- ---- --- ----- ----- 1.06 13.28 0.59 100.99 1.05 - ----- --- - ---- --- 1.05 13.30 0.58 100.98 1.05 -- ---- --- ----- ----- 1.05 13.32 0.58 100.98 1.05 ---- ---- ----- ----- ----- 1.05 13.33 0.57 100.97 1.04 -- --- ----- ----- ----- 1.04 13.35 0.57 100.96 1.04 ---- ---- ----- ---- ----- 1.04 13.37 0.57 100.95 1.03 . ---- ----- ----- ----- ---- 1.03 13.38 0.56 100.94 1.03 - --- ----- ----- ----- ---- 1.03 13.40 0.56 100.93 1.03 ----- ----- ----- ----- ----- 1.03 13.42 0.56 100.92 1.02 --- ----- ----- ----- ----- 1.02 13.43 0.56 100.91 1.02 ----- ----- ----- ----- ----- 1.02 13.45 0.55 100.90 1.01 ----- ----- ---- ----- ----- 1.01 13.47 0.55 100.89 1.01 ----- ---- ----- ---- ----- 1.01 Continues on next page... det.basin#2 Page 5 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy.B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 13.48 0.55 100.88 1.01 ---- ----- --- --- ----- 1.01 13.50 0.55 100.87 1.00 --- --- ----- ---- ----- 1.00 13.52 0.54 100.86 1.00 - ----- ----- ---- ----- 1.00 13.53 0.54 100.86 0.99 -- - ----- ----- ---- ---- 0.99 13.55 0.54 100.85 0.99 ---- ---- ----- ---- ----- 0.99 13.57 0.53 100.84 0.98 ----- ----- ----- ----- ----- 0.98 13.58 0.53 100.83 0.98 ----- ----- --- - ----- ----- 0.98 - 13.60 0.53 100.82 0.98 ----- ----- --- ---- ---- 0.98 13.62 0.53 100.81 0.97 --- ---- ---- ---- -- - 0.97 13.63 0.52 100.80 0.97 ----- ---- ----- ---- ----- 0.97 13.65 0.52 100.79 0.96 ---- ---- --- ---- ----- 0.96 13.67 0.52 100.78 0.96 --- ----- --- ---- ----- 0.96 13.68 0.51 100.77 0.96 --- ----- --- -- ----- 0.96 13.70 0.51 100.77 0.95 ---- ---- -- ----- ----- 0.95 13.72 0.51 100.76 0.95 ---- ---- ----- ----- ----- 0.95 13.73 0.51 100.75 0.94 --- ----- ----- ----- ----- 0.94 13.75 0.50 100.74 0.94 ---- ----- ----- ----- ----- 0.94 13.77 0.50 100.73 0.93 ----- ---- ----- ----- ----- 0.93 13.78 0.50 100.72 0.93 ---- ----- ----- ----- --- 0.93 13.80 0.49 100.71 0.93 ---- ----- -- -- ---- ----- 0.93 13.82 0.49 100.70 0.92 --- ----- ----- ---- ---- 0.92 13.83 0.49 100.70 0.92 ----- ----- ----- ----- ----- 0.92 13.85 0.49 100.69 0.91 --- ----- ----- ----- ----- 0.91 13.87 0.48 100.68 0.91 ----- ----- ----- ----- ----- 0,91 13.88 0.48 100.67 0.91 ---- ----- ----- ----- ---- 0.91 13.90 0.48 100.66 0.90 ----- ----- ----- ----- ----- 0.90 13.92 0.47 100.65 0.90 ---- ----- ----- ----- ----- 0.90 13.93 0.47 100.64 0.89 ---- ----- ---- ----- ----- 0.89 13.95 0.47 100.64 0.89 ----- -- --- ----- ----- 0.89 13.97 0.46 100.63 0.89 ----- ---- --- ----- ----- 0:89 13.98 0.46 100.62 0.88 ---- --- --=-- ----- ----- 0.88 14.00 0.46 100.61 0.88 ----- ----- ----- ----- ----- 0.88 14.02 0.46 100.60 0.87 ----- ----- ----- ----- ----- 0.87 14.03 0.45 100.59 0.87 ----- ----- ----- ----- ----- 0.87 14.05 0.45 100.59 0.86 ----- ----- ---- ---- ----- 0.86 14.07 0.45 100.58 0.86 ---- ----- ----- ----- ----- 0.86 14.08 0.44 100.57 0.85 ----- ----- ---- ---- ----- 0.85 14.10 0.44 100.56 0.85 ---- --- ----- ----- ----- 0.85 14.12 0.44 100.55 0.85 --- ----- ---- ----- ----- 0.85 14.13 0.44 100.55 0.84 ----- ---- ---- ---- ----- 0.84 14.15 0.44- 100.54 0.84 ----- ----- ---- ----- ----- 0.84 14.17 0.43 100.53 0.83 ----- ----- ----- ----- ----- 0.83 14.18 0.43 100.52 0.83 ----- ----- ----- ----- ----- 0.83 14.20 0.43 100.51 0.82 ----- ----- ----- ----- ----- 0.82 14.22 0.43 100.51 0.82 ----- ---- ----- ----- =---- 0.82 14.23 0.43 100.50 0.82 ----- ----- ----- ---- ----- 0.82 14.25 0.42 100.49 0.81 --- --- ____ _____ ----- 0.81 14.27 0.42 100.48 0.81 --- ---- -- ----- --- 0.81 14.28 0.42. 100.47 0.80 --- ----- ---- ----- ---- 0.80 14.30 0.42 100.47 0.80 ---- ----- ----- ----- ----- 0.80 Continues on next page... det.basin#2 Page 6 Hydrograph Discharge Table Time Inflow Elevation Cuiv.A Culy.B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) _ (cfs) (cfs) (cfs) (cfs) 14.32 0.42 100.46 0.79 -- --- ---- ----- ----- 0.79 14.33 0.42 100.45 0.79 ---- _____ _____ _____ ----- 0.79 14.35 0.42 100.44 0.79 ---- ----- ----- ----- ----- 0.79 14.37 0.41 , 100.44 0.78 ---- ----- ----- ----- ----- 0.78 14.38 0.41 100.43 0.78 ----- ----- ----- ----- ----- 0.78 14.40 0.41 100.42 0.77 ----- ----- ----- ----- ----- 0.77 14.42 0.41 100.41 0.77 ---- ---- ----- ----- ----- 0.77 14.43 0.41 100.41 0.77 ---- ---- ---- ---- ----- 0.77 14.45 0.41 100.40 0.76 - ---- ----- ---- 0.76 14.47 0.41 100.39 0.76 ----- -- ----- ----- ----- 0.76 14.48 0.40 100.39 0.75 ----- ----- ----- ----- ----- 0.75 14.50 0.40 100.38 0.74 ----- ---- ----- ---- ----- 0.74 14.52 0.40 100.37 0.74 ----- ----- ----- ----- ----- 0.74 14.53 0.40 100.37 0.73 ----- ---- ----- ---- ----- 0.73 14.55 0.40 100.36 0.72 ---- ---- _____ _____ ----- 0.72 14.57 0.40 100.35 0.72 --- -- ---- ----- ----- 0.72 14.58 0.40 100.35 0.71 --- --- ---- --- ____ 0.71 14.60 0.39 100.34 0.71 - ---- ----- ----- ---- 0.71 14.62 0.39 100.33 0.70 --- ___ ____ _____ ----- 0.70 14.63 0.39 100.33 0.69 ---- ----- ----- ----- ----- 0.69 14.65 0.39 100.32 0.69 ----- ----- ----- ----- ---- 0.69 14.67 0.39 100.32 0.68 ----- ----- ----- ----- ----- 0.68 14.68 0.39 100.31 0.68 ----- ----- ----- ----- ----- 0.68 14.70 0.39 100.30 0.67 ---- ---- ----- ----- ----- 0.67 14.72 0.38 100.30 0.67 --- ----- ----- ----- ----- 0.67 14.73 0.38 100.29 0.66 ---- ----- ----- ---- ----- 0.66 14.75 0.38 100:29 0.66 ---- ---- ----- ----- ----- 0.66 14.77 0.38 100.28 0.65 -- --- ----- ----- ----- 0.65 14.78 0.38 100.28 0.65 ---- ----- ----- ----- ----- 0.65 14.80 0.38 100.27 0.64 ---- ----- ----- ----- 0.64 14.82 0.37 100.27 0.64 ----- ---- ----- ----- ----- 0.64 14.83 0.37 100.26 0.63 ----- ----- ----- ----- ----- 0.63 14.85 0.37 100.26 0.63 ----- ----- ---- ----- ----- 0.63 14.87 0.37 100.25 0.62 ----- ----- ----- -- -- ----- 0.62 14.88 0.37 100.25 0.62 ----- ----- ----- ----- ----- 0.62 14.90 0.37 100.24 0.61 ----- ----- --- ----- ----- 0.61 14.92 0.37 100.24 0.61 --- ----- ----- --- ----- 0.61 14.93 0.36 100.23 0.60 ____ ____ _____ _____ ----- 0.60 14.95 0.36 100.23 0.60 ----- ----- ----- ----- ----- 0.60 14.97 0.36 100.22 0.60 --- ----- ----- --- ----- '0.60 14.98 0.36 100.22 0.59 ---- ----- ----- ---- ----- 0.59 15.00 0.36 100.21 0.59 ----- ----- ---- ----- ----- 0.59 15.02 0.36 100.21 0.58 ----- ----- ----- ----- ----- 0.58 15.03 0.36 100.20 0.58 ----- ----- ----- ----- ----- 0.58 15.05 0.35 100.20 0.57 ---- ----- ---- ----- ----- 0.57 15.07 0.35 100.19 0.57 ---- ----- ----- ----- ----- 0.57 15.08 0.35 100.19 0.57 ---- ----- ----- ----- ----- 0.57 15.10 0.35 100.19 0.57 ----- _____ 0.57 15.12 0.35 100.18 0.57 ----- ----- --- ----- ----- 0.57 15.13 0.35 100.18 0.56 ----- ----- ---- ----- ----- 0.56 Continues on next page... det.basin#2 Page 7 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy.B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 15.15 0.34 100.17 0.56 ----- ----- ----- ----- ----- 0.56 15.17 0.34 100.17 0.56 ----- ----- ----- ----- ----- 0.56 15.18 0.34 100.16 0.56 --- ----- ----- ----- ----- 0.56 15.20 0.34 100.16 0.55 ---- ----- ----- ----- ----- 0.55 15.22 0.34 100.15 0.55 ---- --- ---- ----- ----- 0.55 15.23 0.34 100.15 0.55 ---- ---- ---- ----- ----- 0.55- 15.25 0.33 100.15 0.55 ----- ----- ----- 0.55 15.27 0.33 100.14 0.55 ---- ---- -- ----- ----- 0.55' 15.28 0.33 100.14 0.54 ---- ---- ---- ----- ----- 0.54 15.30 0.33 100.13 0.54 ---- ----- ----- ----- ----- 0.54 15.32 0.33 100.13 0.54 ---- ----- ---- ----- ----- 0.54 15.33 0.33 100.13 0.54 ---- ----- ---- ----- 0.54 15.35 0.33 100.12 0.53 ----- ---- ----- ----- ----- 0.53 15.37 0.32 100.12 0.53 ---- ---- ---- --_ -___ 0.53 15.38 0.32 100.11 0.53 --- ----- ---- ----- ----- 0.53 15.40 0.32 100.11 0.53 -- ----- ---- ----- ---- 0.53 15.42 0.32 100.10 0.53 ----- ----- ----- ----- ----- 0.53 15.43 0.32 100.10 0.52 ----- ----- --- ----- ----- 0.52 15.45 0.32 100.10 0.52 ----- --- ----- ----- ----- 0.52 15.47 0.31 100.09 0.52 ----- ----- ----- ----- ----- 0.52 15.48 0.31 100.09 0.52 ----- ----- ----- ----- ----- 0.52 15.50 0.31 100.08 0.52 ---- ----- ----- ----- ----- 0.52 15.52 0.31 100.08 0.51 ----- ---- ----- ----- ----- 0.51 15.53 0.31 100.08 0.51 --- ----- ---- ---- ----- 0.51 15.55 0.31 100.07 0.51 - - ---- ---- ----- ----- 0.51 15.57 0.30 100.07 0.51 ---- ----- ----- ----- ----- 0.51 15.58 0.30 100.06 0.51 ----- ----- ----- ----- ----- 0.51 15.60 0.30 100.06 0.50 ----- ----- ----- ----- ----- 0.50 15.62 0.30 100.06 0.50 ----- ----- ----- ----- ----- 0.50 15.63 0.30 100.05 0.50 ----- ----- ----- ----- ----- 0.50 15.65 0.30 100.05 0.50 ---- ----- ----- ----- ----- 0.50 15.67 0.29 100.04 0.49 ---- ----- ----- ----- ----- 0.49 15.68 0.29 100.04 0.49 ----- ----- ---- ----- ----- 0.49 15.70 0.29 100.04 0.49 ----- ----- ----- ----- ----- 0.49 15.72 0.29 100.03 0.49 ---- ----- ----- ----- ----- 0.49 15.73 0.29 100.03 0.49 --- ----- ---- ----- ----- 0.49 15.75 0.29 100.02 0.48 ----- ----- ----- ----- ----- 0.48 15.77 0.28 100.02 0.48 ----- ----- ----- ----- ----- 0.48 15.78 0.28 100.02 0.48 ----- ----- ----- ---- ----- 0.48 15.80 0.28 100.01 0.48 -- ----- ----- ----- ----- 0.48 15.82 0.28 100.01 0.48 ----- ----- ----- ----- ----- 0.48 15.83 0.28 100.00 0.47 ----- ---- ---- ----- ---- 0.47 15.85 0.28 100.00 0.47 ----- ---- ----- ----- ----- 0.47 15.87 0.27 99.99 0.47 ---- ----- ----- ----- ----- 0.47 15.88 0.27 99.98 0.46 ----- ----- ----- ----- ----- 0.46 15.90 0.27 99.97 0.46 ---- ----- --- ----- ----- 0.46 15.92 0.27 99.96 0.45 ----- ----- ---- ----- ----- 0.45 15.93 0.27 99.95 0.45 --- ----- ---- ----- ----- 0.45 15.95 0.27 99.94 0.44 --- ----- ----- ---- ----- 0.44 15.97 0.26 99.93 0.44 ----- ----- ----- ---- ----- 0.44 Continues on next page... det.basin#2 Page 8 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 15.98 0.26 99.92 0.43 ----- ----- ---- ----- ----- 0.43 16.00 0.26 99.91 0.43 ---- --- ----- ----- ----- 0.43 16.02 0.26 99.90 0.42 --- ----- ----- ----- ----- 0.42 16.03 0.26 99.89 0.42 ----- ----- ----- ----- ---- 0.42 16.05 0.26 99.88 0.41 ---- ---- ---- ----- 0.41 16.07 0.25 99.88 0.41 ----- ----- ---- ----- ----- 0.41 16.08 0.25 99.87 0.41 --- -- --- ----- ---- 0.41 16.10 0.25 99.86 0.40 --_ -- ---- ---- ---- 0.40 16.12 0.25 99.85 0.40 ---- ---- -=-- --- ----- 0.40 16.13 0.25 99.84 0.39 ----- ----- ----- ---- ---- 0.39 16.15 0.25 99.84 0.39 ---- ----- ----- ---- ----- 0.39 16.17 0.25 09.83 0.38 ---- ---- ----- ----- ---- 0.38 16.18 0.25 99.82 0.38 --- --- ----- ---- --- 0.38 16.20 0.25 99.81 0.37 ---- ----- ----- ----- ----- 0.37 16.22 0.24 99.81 0.37 ----- ----- ----- ----- ----- 0.37 16.23 0.24 99.80 0.37 ---- ----- ---- ----- 0.37 16.25 0.24 99.79 0.36 ----- ---- ----- ----- ----- 0.36 16.27 0.24 99.79 0.36 ---- ---- ---- ----- ---- 0.36 16.28 0.24 99.78 0.35 ---- ----- ----- ----- ---- 0.35 16.30 0.24 99.78 0.35 ----- -- ----- ----- ---- 0.35 16.32 0.24 99.77 0.35 ----- ---- ---- ----- ----- 0.35 16.33 0.24 99.76 0.34 ----- ----- ---- ----- ----- 0.34 16.35 0.24 99.76 0.34 ----- ---- ---- ----- ----- 0.34 16.37 0.24 99.75 0.34 --- ----- ---- ---- ---- 0.34 16.38 0.24 99.75 0.33 ---- ----- ----- ----- ----- 0.33 16.40 0.24 99.74 0.33 --- ---- ---- ----- ----- 0.33 16.42 0.23 99.74 0.33 ----- ----- ----- ---- 0.33 16.43 0.23 99.73 0.32 -- ---- ----- ----- ----- 0.32 16.45 0.23 99.73 0.32 --- --- ---- ----- ---- 0.32 16.47 0.23 99.72 0.32 --_ --- ---- ---- ----- 0.32 16.48 0.23 99.72 0.31 --- ---- --=-- ---- ----- 0.31 16.50 0.23 99.72 0.31 ----- ----- ----- ----- ---- 0.31 16.52 0.23 99.71 0.31 ----- ---- ----- ---- ----- 0.31 16.53 0.23 99.71 0.30 ----- ---- ----- ----- ---- 0.30 16.55 0.23 99.70 0.30 ---- ----- ---- ----- ----- 0.30 16.57 0.23 99.70 0.30 ---- ----- ----- ----- ----- 0.30 16.58 0.23 99.70 0.30 ----- ---- ----- ----- ----- 0.30 16.60 0.23 99.69 0.29 ---- --- ----- --- ---- 0.29 16.62 0.23 99.69 0.29 ---- ----- ---- -- ---- 0.29 16.63 0.23 99.68 0.29 ----- ----- --- ---- ----- 0.29 16.65 0.22 99.68 0.28 ----- ----- ----- ----- ----- 0.28 16.67 0.22 99.68 0.28 ----- ----- ----- ---- ----- 0.28 16.68 0.22 99.68 0.28 ---- ----- ----- ----- ----- 0.28 16.70 0.22 99.67 0.28 ----- ----- ----- ----- ----- 0.28 16.72 0.22 99.67 0.27 --- ----- ----- ---- ---- 0.27 16.73 0.22 99.67 0.27 --- ----- ---- ----- ---- 0.27 16.75 0.22 99.66 0.27 --- -- --- ---- ----- 0.27 16.77 0.22 99.66 0.27 --- ---- -- --- ---- 0.27 16.78 0.22 99.66 0.27 ----- ---- --- --- - ---- 0.27 16.80 0.22 99.66 0.26 -- ---- ----- ----- ---- 0.26 Continues on next page... det.basin#2 Page 9 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy.B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 16.82 0.22 99.65 0.26 - ---- ---- ----- ----- 0.26 16.83 0.22 99.65 0.26 ---- ----- --- - ----- ----- 0.26 16.85 0.22 99.65 0.26 ---- ---- ----- ---- ----- 0.26 16.87 0.21 99.65 0.26 ----- ----- ----- ----- ----- 0.26 16.88 0.21 99.64 0.25 --- ----- ----- ----- ----- 0.25 16.90 0.21 99.64 0.25 ---- ----- ----- ----- ----- 0.25 16.92 0.21 99.64 0.25 --- ----- ----- ----- ---- 0.25 16.93 0.21 99.64 0.25 -=- - ----- --- ---- ----- 0.25 16.95 0.21 99.64 0.25 --- ----- -- ----- ----- 0.25 16.97 0.21 99.63 0.24 --- ---- ----- ----- ---- 0.24 16.98 0.21 99.63 0.24 --- ----- ---- ----- ---- 0.24 17.00 0.21 99.63 0.24 ----- ----- ---- ----- ----- 0.24 17.02 0.21 99.63 0.24 --- ----- ----- ----- ---- 0.24 17.03 0.21 99.63 0.24 ---- ----- ----- ----- ----- 0.24 17.05 0.21 99.63 0.24 - ___ ----- ----- __-- 0.24 17.07 0.21 99.62 0.23 ----- ----- ----- ----- --- 0.23 17.08 0.21 99.62 0.23 --- ----- --- ----- ----- 0.23 17.10 0.20 99.62 0.23 ---- -- -- ---- ---- ----- 0.23 17.12 0.20 99.62 0.23 ---- ----- ----- ----- ----- 0.23 17.13 0.20 99.62 0.23 --- ---- ----- ----- ----- 0.23 17.15 0.20 99.62 0.23 ----- ---- --- ---- ----- 0.23 17.17 0.20 99.62 0.23 ---- ----- ----- ----- ---- 0.23 17.18 0.20 99.61 0.23 ----- ---- ----- ----- ---- 0.23 17.20 0.20 99.61 0.22 ---- ---- ----- ----- ---- 0.22 17.22 0.20 99.61 0.22 -- ----- ----- ----- ---- 0.22 17.23 0.20 99.61 0.22 ----- ----- ---- ---- ----- 0.22 17.25 0.20 99.61 0.22 ---- ---- ----- ---- ----- 0.22 17.27 0.20 99.61 0.22 ---- ---- ----- ---- ----- 0.22 17.28 0.20 99.61 0.22 ---- ----- ----- --- ----- 0.22 17.30 0.20 99.61 0.22 ----- ----- ----- ----- ----- 0.22 17.32 0.19 99.60 0.22 ----- ----- ----- ----- ----- 0.22 17.33 0.19 99.60 0.22 ---- ---- ----- ----- ----- 0.22 17.35 0.19 99.60 0.21 ----- ----- ---- ---- ----- 0.21 17.37 0.19 99.60 0.21 ---- ----- ----- ----- ----- 0.21 17.38 0.19 99.60 0.21 ----- ----- ---- ----- ----- 0.21 17.40 0.19 99.60 0.21 ---- ---- ----- ----- ----- 0.21 17.42 0.19 99.60 0.21 ---- ----- ----- ----- ---- 0.21 17.43 0.19 99.60 0.21 ----- ---- ---- ----- ----- 0.21 17.45 0.19 99.60 0.21 --- ----- - -- ----- ----- 0.21 17.47 0.19 99.60 0.21 ----- ----- ----- ----- ----- 0.21 17.48 0.19 99.59 0.20 --- --- ----- ----- ----- 0.20 17.50 0.19 99.59 0.20 ----- ----- ---- ----- ----- 0.20 17.52 0.19 99.59 0.20 ----- ----- ----- ----- ----- 0.20 17.53 0.19 99.59 0.20 ----- ----- ----- ----- ----- 0.20 17.55 0.18 99.59 0.20 --- ----- ----- ----- ----- 0.20 17.57 0.18 99.59 0.20 ---- ---- ----- ----- ----- 0.20 17.58 0.18 99.59 0.20 ----- ----- ---- ----- ---- 0.20 17.60 0.18 99.59 0.20 ----- ----- ----- ----- ----- 0.20 17.62 0.18 99.59 0.20 ---- ----- ----- - ----- ----- 0.20 17.63 0.18 99.59 0.20 ----- ----- ----- ----- ----- 0.20 Continues on next page... det.basin#2 Page 10 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 17.65 0.18 99.59 0.19 ----- ----- ----- ---- ----- 0.19 17.67 0.18 99.59 0.19 ---- ----- --- ----- ----- 0.19 17.68 0.18 99.58 0.19 ---- ----- ----- ----- ----- 0.19 17.70 0.18 99.58 0.19 --- ----- ---- ----- ---- 0.19 17.72 0.18 99.58 0.19 ---- ---- ----- ----- ----- 0.19 17.73 0.18 99.58 0.19 ---- ----- ----- ----- ---- 0.19 17.75 0.18 99.58 0.19 ---- --- ----- ----- ----- 0.19 17.77 0.17 99.58 0.19 ----- --- ---- ----- ----- 0.19 17.78 0.17 99.58 0.19 -- ----- ---- ---- ---- 0.19 17.80 0.17 99.58 0.19 --- - -- ----- ---- ----- 0.19 17.82 0.17 99.58 0.19 ----- --- ---- ----- ---- 0.19 17.83 0.17 99.58 0.18 ----- ---- ----- ----- ----- 0.18 17.85 0.17 99.58 0.18 ---- ---- ----- ----- ----- 0.18 17.87 0.17 99.58 0.18 ----- ----- ----- ----- ----- 0.18 17.88 0.17 99.58 0.18 ----- ----- ----- ----- ---- 0.18 17.90 0.17 99.58 0.18 ---- ----- ----- ----- ----- 0.18 17.92 0.17 99.57 0.18 ---- ----- ---- ----- ---- 0.18 17.93 0.17 99.57 0.18 -- ---- ----- ----- ----- 0.18 17.95 0.17 99.57 0.18 ---- ---- ----- ----- ----- 0.18- 17.97 0.17 99.57 0.18 -- ----- ----- ----- ----- 0.18 17.98 0.16 99.57 0.18 ----- ----- ----- ----- ----- 0.18 18.00 0.16 99.57 0.18 ----- ----- ----- ----- ----- 0.18 18.02 0.16 99.57 0.18 ----- ----- ----- ---- ----- 0.18 -18.03 0.16 99.57 0.17 ----- ----. ----- ----- ----- 0.17 18.05 0.16 99.57 0.17 ---- ---- ----- ---- ----- 0.17 18.07 0.16 99.57 0.17 --- ----- ---- ----- ----- 0.17 18.08 0.16 99.57 0.17 -- ----- ---- ----- ----- 0.17 18.10 0.16 99.57 0.17 ----- --- ----- ---- ----- 0.17 18.12 0.16 99.57 0.17 ---- ----- ----- ----- ----- 0.17 18.13 0.16 99.57 0.17 ----- ----- ---- ----- ----- 0.17 18.15 0.16 99.57 0.17 ---- ----- ----- ----- ----- 0.17 18.17 0.16 99.57 0.17 ----- ----- ----- ----- ----- 0.17 18.18 0.16 99.56 0.17 ---- ----- ----- ---- ----- 0.17, 18.20 0.16 99.56 0.17 ---- --- ----- ----- ----- 0.17 18.22 0.16 99.56 0.17 ----- ---- ----- ----- ---- 0.17 18.23 0.16 99.56 0.17 ----- ----- ----- ----- ---- 0.17 18.25 0.16 99.56 0.16 -- ----- ----- ----- ----- 0.16 18.27 0.16 99.56 0.16 ----- ----- ----- ----- ----- 0.16 18.28 0.16 99.56 0.16 ----- ---- ----- ----- ----- 0.16 18.30 0.15 99.56 0.16 ----- ----- ----- ----- ----- 0.16 18.32 0.15 99.56 0.16 _ ----- ----- ----- ----- ----- 0.16 18.33 0.15 99.56 0.16 ----- ----- ----- ----- ----- 0.16 18.35 0.15 99.56 0.16 ---- ---- --- ---- ----- 0.16 18.37 0.15 99.56 0.16 --- ----- ----- ----- ----- 0.16 18.38 0.15 99.56 0.16 ---- ---- --- ---- ----- 0.16 18.40 0.15 99.56 0.16 --- ----- ----- ----- ----- 0.16 18.42 0.15 99.56 0.16 --- ----- ----- ----- ----- 0.16 18.43 0.15 99.56 0.16 ----- ----- ----- ----- ----- 0.16 18.45 0.15 99.56 0.16 --- ---- ----- ----- ----- 0.16 18.47 0.15 99.56 0.16 ----- ---- ----- ----- --- 0.16 Continues on next page... det.basin#2 Page 11 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (Cfs) (cfs) (cfs) (cfs) 18.48 0.15 99.56 0.16 ---- ----- ---- ----- ----- 0.16 18.50 0.15 99.56 0.16 ---- ----- ----- ----- ----- 0.16 18.52 0.15 99.56 0.16 ---- ---- ----- ----- ---- 0.16 18.53 0.15 99.56 0.16 ----- ---- ----- ----- ----- 0.16 18.55 0.15 99.56 0.16 --- ---- ----- ----- ---- 0.16 18.57 0.15 99.56 0.16 ---- ----- ----- ----- ----- 0.16 18.58 0.15 99.56 0.16 ---- ----- ----- ---- ----- 0.16 18.60 0.15 99.55 0.16 --- -- ----- --- ----- 0.16 18.62 0.15 99.55 0.16 ---- ---- ----- ---- --- 0.16 18.63 0.15 99.55 0.15 ---- ---- ____ _____ ----- 0.15 18.65 0.15 99.55 0.15 --- ----- ---- ----- ----- 0.15 18.67 0.15 99.55 0.15 ----- ----- ----- ----- ----- 0.15 18.68 0.15 99.55 0.15 ----- ----- ---- ----- ----- 0.15 18.70 0.15 99.55 0.15 ---- --- ---- ----- ---- 0.15 18.72 0.15 99.55 0.15 --- --- ---- ----- ---- 0.15 18.73 0.15 99.55 0.15 ---- -- ----- ---- --- 0.15 18.75 0.15 99.55 0.15 --- -- ---- ----- ---- 0.15 18.77 0.15 99.55 0.15 ----- -- ----- ----- ---- 0.15 18.78 0.15 99.55 0.15 -- ----- --- ----- ---- 0.15 18.80 0.15 99.55 0.15 ----- ----- ---- ----- ---- 0.15 18.82 0.15 99.55 0.15 --- ----- ----- ----- ----- 0.15 18.83 0.15 99.55 0.15 --- ----- ----- ----- ----- 0.15 18.85 0.15 99.55 0.15 ----- ----- ----- ----- ----- 0.15 18.87 0.15 99.55 0.15 ---- ---- ----- ----- --- 0.15 18.88 0.15 99.55 0.15 ----- ----- ----- ----- ----- 0.15 18.90 0.15 99.55 0.15 ----- --- ----- ----- ----- 0.15 18.92 0.15 99.55 0.15 --- ---- ----- ----- --- 0.15 18.93 0.15 99.55 0.15 --- ----- ---- ----- ---- 6.15 18.95 0.15 99.55 0.15 --- ---- ----- ----- ----- 0.15 18.97 0.15 99.55 0.15 ---- ----- ----- ----- ----- 0.15 18.98 0.15 99.55 0.15 ----- ----- ----- ----- ----- 0.15 19.00 0.15 99.55 0.15 ----- ----- ----- ----- ---- 0.15 19.02 0.15 99.55 0.15 ----- ----- ----- ----- ----- 0.15 19.03 0.15 99.55 0.15 ---- --- _____ _____ ----- 0.15 19.05 0.14 99.55 0.15 --- ----- ----- ----- ----- 0.15 19.07 0.14 99.55 0.15 --- --- -- ----- --- 0.15 19.08 0.14 99.55 0.15 -- -- - ____ __- _____ 0.15 19.10 0.14 99.55 0.15 -- ---- ----- ----- ----- 0.15 19.12 0.14 99.55 0.15 ----- ----- ---- ----- ----- 0.15 19.13 0.14 99.55 0.15 ---- ---- ----- : ----- ----- 0.15 19.15 0.14 99.55 0.15 ----- ----- --- ----- ----- 0.15 19.17 0.14 99.55 0.15 --- ----- ----- ----- ----- 0.15 19.18 0.14 99.55 0.14 ----- ----- ----- ---- ----- 0.14 19.20 0.14 99.55 0.14 -- ----- ----- ----- ----- 0.14 19.22 0.14 99.55 0.14 -- ----- ---- ---- ----- 0.14 19.23 0.14 99.55 0.14 -- ---- ----- ---- ----- 0.14 19.25 0.14 99.55 0.14 ---- ----- ----- ----- ----- 0.14 19.27 0.14 99.55 0.14 ---- ----- ----- ----- ----- 0.14 19.28 0.14 99.55 0.14 ----- ----- ---- ----- ----- 0.14 19.30 0.14 99.55 0.14 ----- ----- ----- ----- ----- 0.14 -Continues on next page... Page 12 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation CUN A Culy. B Cuiv. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 19.32- 0.14 99.55 0.14 ----- ----- ----- ----- 0.14 19.33 0.14 99.55 0.14 ----- ----- ---- ----- 0.14 19.35 0.14 99.55 0.14 ----- ----- ----- ----- 0.14 19.37 0.14 99.55 0.14 ----- ----- ----- ----- 0.14 19.38 0.14 99.55 0.14 ----- ----- ----- ---- 0.14 19.40 0.14 99.55 0.14 --- ---- ----- ----- 0.14 19.42 0.14 99.55 0.14 -- ---- --- ---- ---- 0.14 19.43 0.14 99.55 0.14 -- --- ----- ----- --- 0.14 19.45 0.14 99.55 0.14 ---- --- -=-- ---- --- 0.14 19.47 0.14 99.55 0.14 ----- ----- ----- ----- ----- 0.14 19.48 0.14 99.55 0.14 ----- ----- ----- ---- 0.14 19.50 0.14 99.55 0.14 --- ---- ----- ----- 0.14 19.52 0.14 99.55 0.14 ----- ----- ----- ----- 0.14 19.53 0.14 99.55 0.14 ----- ----- ----- ----- 0.14 19.55 0.14 99.55 0.14 ---- ----- ----- ----- ----- 0.14 19.57 0.14 99.55 0.14 -- ----- ---- --- ----- 0.14 19.58 0.14 99.55 0.14 ---- ---- ----- ---- ---- 0.14 19.60 0.14 99.55 0.14 ---- ----- --- ---- ----- 0.14 19.62 0.14 99.55 0.14 ----- ---- ----- ----- 0.14 19.63 0.14 99.55 0.14 ----- ----- ---- ----- ----- 0.14 19.65 0.14 99.55 0.14 ---- ----- ----- ----- 0.14 19.67 0.14 99.55 0.14 ----- ----- ----- ----- ----- 0.14 19.68 0.14 99.55 0.14 ----- ----- ----- ----- ----- 0.14 19.70 0.14 99.55 0.14 ----- ---- ---- ----- ----- 0.14 19.72 0.14 99.55 0.14 ---- ---- ---- ----- ---- 0.14 19.73 0.14 99.55 0.14 ---- ---- ----- ----- ---- 0.14 19.75 0.14 99.55 0.14 ---- ----- ----- ----- 0.14 19.77 0.14 99.55 0.14 -- ---- ---- ----- ----- 0.14 19.78 0.14 99.55 0.14 ---- ---- ----- ----- ----- 0.14 19.80 0.13 99.55 0.14 --- ----- ----- ----- ----- 0.14 19.82 0.13 99.55 0.14 --- ---- ----- ----- 0.14 19.83 0.13 99.55 0.14 - - ----- ----- ---- ----- 0.14 19.85 0.13 99.55 0.14 --- ----- ----- ----- ----- 0.14 19.87 0.13 99.55 0.14 ---- ----- ----- ----- ----- 0.14 19.88 0.13 99.55 0.14 ----- ----- ----- ----- ----- 0.14 19.90 0.13 99.55 0.13 ---- ----- ---- ---- ----- 0.13 19.92 0.13 99.55 0.13 ----- ---- ----- ----- 0.13 19.93 0.13 99.54 0.13 ----- ----- - -_ ____ _____ 0.13 19.95 0.13 99.54 0.13 --- ----- ----- ----- ----- 0.13 19.97 0.13 99.54 0.13 ----- ----- --- ----- ----- 0.13 19.98 0.13 99.54 0.13 ----- ----- ----- ----- ----- 0.13 20.00 0.13 99.54 0.13 ----- ----- ----- ----- ----- 0.13 20.02 0.13 99.54 0.13 ---- ---- ----- ----- ----- 0.13 20.03 0.13 99.54 0.13 ---- ---- ---_ __-- 0.13 20.05 0.13 99.54 0.13 ---- ---- --- ----- --- 0.13 20.07 0.13 99.54 0.13 ---- ----- ----- ----- ----- 0.13 20.08 0.13 99.54 0.13 -- ----- --- _____ ---- 0.13 20.10 0.13 99.54 0.13 ---- ----- ----- ----- ----- 0.13 20.12 0.13 99.54 0.13 ---- ----- ----- ----- ----- 0.13 20.13 0.13 99.54 0.13 ----. ----- ----- ----- ---- 0.13 Continues on next page... det.basin#2 Page 13 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 20.15 0.13 99.54 0.13 --- ----- ----- ----- ---- 0.13 20.17 0.13 90.54 0.13 ----- ----- ---- ---- ---- 0.13 20.18 0.13 99.54 0.13 ----- ----- ----- ----- ----- 0.13 20.20 0.13 99.54 0.13 --- ----- ----- ---- ----- 0.13 20.22 0.13 99.54 0.13 ----- ----- ----- ----- ----- 0.13 20.23 0.13 99.54 0.13 ----- ----- --- ----- ---- 0.13 20.25 0.13 99.54 0.13 ---- ---- ---- - -- --- 0.13 20.27 0.13 99.54 0.13 -- ---- ---- ---- ----- 0.13 20.28 0.13 99.54 0.13 -- ---- ----- ----- ----- 0:13 20.30 0.13 99.54 0.13 ----- ----- ----- ----- ----- 0.13 20.32 0.13 99.54 0.13 ---- ---- ----- ----- ---- 0.13 20.33 0.13 99.54 0.13 ----- ----- ----- ----- ----- 0.13 20.35 0.13 99.54 0.13 ---- ---- ---_ _____ ____ 0.13 20.37 0.13 99.54 0.13 ----- ----- ---- ----- ----- 0.13 20.38 0.13 99.54 0.13 --- ---- ----- ----- ----- 0.13 20.40 0.13 99.54 0.13 --- -- --- ----- -- -- 0.13 20.42 0.13 99.54 0.13 ----- ---_ ---- ----- ----- 0.13 20.43 0.13 99.54 0.13 ---- ----- ----- - ----- ----- 0.13 20.45 0.13 99.54 0.13 ---- ----- ---- ----- ----- 0.13 20.47 0.13 99.54 0.13 ---- ----- ----- ---- ----- 0.13 20.48 0.13 99.54 0.13 ---- ---- ---- ----- ----- 0.13 20.50 0.13 99.54 0.13 ----- ----- ----- ----- ----- 0.13 20.52 0.12 99.54 0.13 ---- ----- ----- ----- ----- 0.13 20.53 0.12 99.54 0.13 --- -----. ----- ----- ----- 0.13 20.55 0.12 99.54 0.13 ----- ----- ---- ----- ----- 0.13 20.57 0.12 99.54 0.13 ----- ----- -=--- ----- ----- 0.13 20.58 0.12 99.54 0.13 ---- ----- --- ----- ---- 0.13 20.60 0.12 99.54 0.13 ----- ----- ----- ----- ----- 0.13 20.62 0.12 99.54 0.12 ----- ----- ----- ----- ----- 0.12 20.63 0.12 99.54 0.12 ----- ----- ---- ----- ----- 0.12 20.65 0.12 99.54 0.12 ----- ----- ----- ---- ----- 0.12 20.67 0.12 99.54 0.12 --- - ---- ---- ----- ----- 0.12 20.68 0.12 99.54 0.12 --- ---- ----- ----- ----- 0.12 20.70 0.12 - 99.54 0.12 ---- ----- --- ---- ----- 0:12 20.72 0.12 99.54 0.12 --- - ---_ ----- ---- ----- 0.12 20.73 0.12 99.54 0.12 ---- ----- ---- ----- ----- 0.12 20.75 0.12 99.54 0.12 ---- ----- ---- ----- ---- 0.12 20.77 0.12 99.54 0.12 ---- ----- ----- ----- ---- 0.12 20.78 0.12 99.54 0.12 ---- ----- ---- ----- ---- 0.12 20.80 0.12 99.54 0.12 ---- ----- ---- ----- --- 0.12 20.82 0.12 99.54 0.12 ---- ---- ---- ----- ----- 0.12 20.83 0.12 99.54 0.12 ----- ----- ----- ----- ----- 0.12 20.85 0.12 99.54 0.12 ---- ----- ----- ----- ----- 0.12 20.87 ' 0.12 99.54 0.12 --- ----- ----- ----- ---- 0.12 20.88 0.12 99.54 0.12 ---- ---- ----- ----- ----- 0.12 20.90 0.12 99.54 0.12 ---- ---- ---- ----- ----- 0.12 20.92 0.12 99.54 0.12 ---- ----- ---- ----- ----- 0.12 20.93 0.12 99.54 0.12 --- ----- ----- ----- ----- 0.12 20.95 0.12 99.54 0.12 ---- ----- ----- ----- ----- 0.12 20.97 0.12 99.54 0.12 ----- ----- ----- ----- ----- 0.12 Continues on next page... det.basin#2 Page 14 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy.B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 20.98 0.12 99.54 0.12 ----- ----- ----- ----- ----- 0.12 21.00 0.12 99.54 0.12 ---- ----- ----- ----- ----- 0.12 21.02 0.12 99.54 0.12 --- ---- ----- ----- ----- 0.12 21.03 0.12 99.54 0.12 ----- --- ---- ---- ----- 0.12 21.05 0.12 99.54 0.12 - --- --- ---- ----- ----- 0.12 21.07 0.12 99.54 0.12 -- ----- ----- ----- ---- 0.12 21.08 0.12 99.54 0.12 ---- ----- ---- ----- 0.12 21.10 0.12 99.54 0.12 ------ ---- ----- ----- ----- 0.12 21.12 0.12 99.54 0.12 -- - ----- -=-- ----- ----- 0.12 21.13 0.12 99.54 0.12 ---- ---- --- ----- ---- 0.12 21.15 0.12 99.54 0.12 --- ----- ----- ----- ----- 0:12 21.17 0.12 99.54 0.12 ----- ----- ----- ----- ----- 0.12 21.18 0.12 99.54 0.12 ---- ----- ----- ----- ----- 0.12 21.20 0.12 99.54 0.12 ---- ---- ---- ----- ----- 0.12 21.22 0.12 99.54 0.12 ----- . ---- ----- ----- ---- 0.12 21.23 0.11 99.54 0.12 ---- ----- ----- ----- ----- 0.12 21.25 0.11 99.54 0.1 Z ---- ----- ----- ---- ---- 0.12 21.27 0:11 99.54 0.12 ---- ----- ---- ---- ---- 0.12 21.28 0.11 99.54 0.12 --- ----- ----- ----- ----- 0.12 21.30 0.11 99.54 0.12 ----- --- ----- ----- ----- 4 0.12 21.32 0.11 99.54 0.12 ----- ----- ----- ----- ----- 0.12 21.33 0.11 99.54 0.11 ---- ----- ---- ----- ----- 0.11 21.35 0.11 99.54 0.11 ---- ---- ----- ----- --- 0.11 21.37 0.11 99.54 0.11 ---- ----- --- ----- ----- 0.11 21.38 0.11 99.54 0.11 ----- ----- --- ----- ----- 0.11 21.40 0.11 99.54 0.11 ---- ---- ---- ----- ---- 0.11 21.42 0.11 99.54 0.11 ---- ----- ---_ ----- ----- 0.11 21.43 0.11 99.54 0.11 ---- ----- ---- ----- ---- 0.11 21.45 0.11 99.54 0.11 ----- ---- ----- ----- ----- 0.11 21.47 0.11 99.54 0.11 ---- --- ----- ----- ----- 0.11 21.48 0.11 99.54 0.11 --- ----- ----- ----- ----- 0.11 21.50 0.11 99.54 0.11 --- ----- ---- ----- ---- 0.11 21.52 0.11 99.54 0.11 ---- ----- ----- ----- ----- 0.11 21.53 0.11 99.54 0.11 ----- ----- ----- ----- -----` 0.11 21.55 0.11 99.54 0.11 --- ----- ----- ---- ----- 0.11 21.57 0.11 99.54 0.11 ---- ---- ----- ---- ---- 0.11 21.58 0.11 99.54 0.11 ---- ----- ---- ---- ----- 0.11 21.60 0.11 99.54 0.11 ---- ----- ----- ----- ----- 0.11 21.62 0.11 99.54 0.11 ----- ----- ----- ---- ----- 0.11 21.63 0.11 99.54 0.11 ----- ----- ---- ----- ----- 0.11 21.65 0.11 99.54 0.11 ----- ----- ---- ----- ----- 0.11 21.67 0.11 99.54 0.11 ----- -- --- ----- ----- 0.11 21.68 0.11 99.54 0.11 --- ---- ----- ---- ----- 0.11 21.70 0.11 99.54 0.11 --- ----- ---- ---- ---- 0.11 21.72 0.11 99.54 0.11 -- ---- ----- ---- ---- 0.11 21.73 0.11 99.54 0.11 ---- ----- ----- ---- ----- 0.11 21.75 0.11 99.54 0.11 ----- ----- ----- ----- ----- 0.11 21.77 0.11 99.54 0.11 --- ----- ---- ----- ---- 0.11 21.78 0.11 99.54 0.11 ----- ----- ---- ----- ----- 0.11 21.80 0.11 99.54 0.11 -- ----- ----- ----- ----- 0.11 Continues on next page.._ det.basin#2 Page 15 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 21.82 0.11 99.54 0.11 --- ----- ----- ----- ----- 0.11 21.83 0.11 99.54 0.11 ----- ----- ---- ----- ----- 0.11 21.85 0.11 99.54 0.11 ---- ----- --- ---- ----- 0.11 21.87 0.11 99.54 0.11 - ----- ----- --- ----- 0.11 21.88 0.11 99.54 0.11 ----- ----- ----- ----- ----- 0.11 21.90 0.11 99.54 0.11 ----- ----- ---- ----- ----- 0.11 21.92 0.11 99.54 0.11 ----- ----- ----- ----- ---- 0.11 21.93 0.10 99.54 0.11 ----- ----- ----- --- ---- 0.11 21.95 0.10 99.54 0.11 ----- ----- ---- ----- ----- 0.11 21.97 0.10 99.54 0.11 ----- ---- ---- ----- ----- 0.11 21.98 0.10 99.54 0.11 ---- ----- ----- ---- ---- 0.11 22.00 0.10 99.54 0.11 ---- ----- ---- ----- ---- 0.11 22.02 0.12 99.54 0.11 ----- --- ---- ----- ---- 0.11 22.03 0.13 99.54 0.11 --- ---- -- ----- ---- 0.11 22.05 0.14 99.54 0.11 - - ----- ---- ----- ----- 0.11 22.07 0.15 99.54 0.12 ----- ---- ----- ----- ---- 0.12 22.08 0.15 99.54 0.12 ---- ----- ----- ----- ----- 0.12 22.10 0.14 99.54 0.13 --- ---- ---- ---- ---- 0.13 22.12 0.14 99.54 0.13 ---- ----- ----- --- ----- 0.13 22.13 0.13 99.54 0.13 ---- ---- ----- ----- ----- 0.13 22.15 0.13 99.54 0.13 ----- ----- ----- ----- ----- 0.13 22.17 0.12 99.54 0.13 ----- ----- ----- ----- ----- 0.13 22.18 0.12 99.54 0.13 ----- ----- ----- ----- ----- 0.13 22.20 0.12 99.54 0.13 ----- ----- ----- ----- ----- 0.13 22.22 0.12 99.54 0.13 ----- ----- ----- ----- ----- 0.13 22.23 0.12 99.54 0.12 ---- ----- ---- ----- ----- 0.12 22.25 0.12 99.54 0.12 ----- --- ----- ----- ----- 0.12 22.27 0.12 99.54 0.12 --- ---- ----- ----- ----- 0.12 22.28 0.12 99.54 0.12 --- ----- ----- ---- ----- 0.12 22.30 0.12 99.54 0.12 ----- ----- ----- ----- ----- 0.12 22.32 0.12 99.54 0.12 ----- ----- ----- ----- ----- 0.12 22.33 0.11 99.54 0.12 ----- ----- ----- ----- ----- 0.12 22.35 0.11 99.54 0.12 ----- ---- ----- ----- ----- 0.12 22.37 0.11 99.54 0.12 ---- ----- ----- ----- ----- 0.12 22.38 0.11 99.54 0.12 --- ---- -- ---- ---- 0.12 22.40 0.11 99.54 0:12 -- ----- ---- ----- ----- 0.12 22.42 0.11 99.54 0.12 ----- ----- ---- ----- ----- 0.12 22.43 0.11 99.54 0.12 ---- ----- ----- ----- ----- 0.12 22.45 0.11 99.54 0.11 ----- ---- ----- ---- ----- 0.11 22.47 0.11 99.54 0.11 ----- ----- ----- ----- ----- 0.11 22.48 0.11 99.54 0.11 ---- ----- ----- ----- ----- 0.11 22.50 0.11 99.54 0.11 ----- ----- ----- ----- ----- 0.11 22.52 0.11 99.54 0.11 ---- ---- --- ----- ---- 0.11 22.53 0.11 99.54 0.11 - ____ _____ _-_- ----- 0.11 22.55 0.11 99.54 0.11 ----- ----- ----- ----- ----- 0.11 22.57 0.10 99.54 0.11 ---- ----- ----- ----- ----- 0.11 22.58 0.10 99.54 0.11 ---- ----- ----- ----- ----- 0.11 22.60 0.10 99.54 0.11 ----- ----- ----- ----- ----- 0.11 22.62 0.10 99.54 0.11 ----- ----- ----- ----- ----- 0.11 22.63 0.10 99.54 0.11 ----- ----- ---- ----- ----- 0.11 Continues on next page... det.basin#2 Page 16 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (Cfs) (ft) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) 22.65 0.10 99.54 0..11 ----- ----- ---- ----- ----- 0.11 22.67 0.10 90.54 0.11 ----- ` ----- ----- ----- ----- 0.11 22.68 0.10 99.54 0.11 ----- ---- ---- ----- ----- 0.11 22.70 0.10 99.54 0.11 - ---- ---- ---- ---- 0.11 22.72 0.10 99.54 0.11 ---- --- -- - - - --- 0.11 22.73 0.10 99.54 0.10 ----- --- -- ----- ---- 0.10 22.75 0.10 99.53 0.10 --- ---- ----- ----- ----- 0.10 22.77 0.10 99.53 0.10 --- ----- ----- ----- ----- 0.10 22.78 0.10 99.53 0.10 ---- ----- - -- ----- ----- 0.1.0 22.80 0.10 99.53 0.10 --- ----- ----- ---- ---- 0.10 22.82 0.10 99.53 0.10 ---- ----- --- - ---- ----- 0.10 22.83 0.10 99.53 0.10 ---- ---- ---- ----- ----- 0.10 22.85 0.10 99.53 0.10 --- ----- ---- ----- ---- 0.10 22.87 0.10 99.53 0.10 --- ----- --- --- ----- 0.10 22.88 0.10 99.53 0.10 ---- ----- ---- ---- ----- 0.10 22.90 0.10 99.53 0.10 ---- ---- ----- ---- ----- 0.10 22.92 0.10 99.53 0.10 ----- ----- ----- ----- ----- 0.10 22.93 0.10 99.53 0.10 ---- ----- ----- ----- ----- 0.10 22.95 0.10 99.53 0.10 ----- ----- ---- ----- ----- 0.10 22.97 0.10 99.53 0.10 ----- ----- ----- ----- ----- 0.10 22.98 0.10 99.53 0.10 ----- ----- ----- ----- --- 0.10 23.00. 0.10 99.53 0.10 --- ----- ---- ----- ----- 0.10 23.02 0.10 99.53 0.10 --- ---- ---_ ____ ----- 0.10 23.03 0.10 99.53 0.10 ----- ----- ---- ---- ----- 0.10 23.05 0.10 99.53 0.10 ---- ---- --- _____ _____ 0.10 23.07 0.10 99.53 0.10 ---- ---- ----- ---- ----- 0.10 23.08 0.10 99.53 0.10 ^ ---- ----- 0.10 23.10 0.10 99.53 0.10 ---- ----- ----- ---- ----- 0.10 23.12 0.10 99.53 0.10 ----- ---- ----- ----- ----- 0.10 23.13 0.10 99.53 0.10 ----- ----- ----- ----- ----- 0.10 23.15 0.10 99.53 0.10 ---- ----- ----- ---- ---- 0.10 23.17 0.10 99.53 0.10 ----- ----- ----- ----- ----- 0.10 23.18 0.10 99.53 0.10 ----- ----- ----- ----- ----- 0.10 23.20 0.10 99.53 0.10 ----- ---- ----- ----- 0.10 23.22 0.10 99.53 0.10 ---- ----- --- ----- ----- 0.10 23.23 0.10 99.53 0.10 -- ---- ---- ---- ----- 0.10 23.25 0.10 99.53 0.10 ----- ----- ----- ----- ----- 0.10 23.27 0.10 99.53 0.10 ----- ----- ----- ----- ----- 0.10 23.28 0.10 99.53 0.10 ----- ----- ----- ----- ---- 0.10 23.30 .0.10 99.53 0.10 ----- ---- ---- ----- ----- 0.10 23.32 0.10 99.53 0.10 ----- ---- ----- ----- ----- 0.10 23.33 0.10 99.53 0.10 ---- ---- --- ----- ----- 0.10 23.35 0.10 99.53 0.10 ---- --- ---- ---- ---- 0.10 23.37 0.10 99.53 0.10 --- -- -- --- ---- ---- 0.10 23.38 0.10 99.53 0.10 -- ----- ---- ----- ----- 0.10 23.40 0.10 99.53 0.10 --- ---- ---- ----- ---- 0.10 23.42 0.10 99.53 0.10 ---- ---- ----- ----- ----- 0.10 23.43 0.10 99.53 0.10 ----- ----- ----- ----- ----- 0.10 23.45 0.10 99.53 0.10 ----- ---- ----- ---- ----- 0.10 23.47 0.10 99.53 0.10 ----- ----- ----- ----- ----- 0.10 Continues on next page... det.basin#2 Page 17 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy.B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 23.48 0.09 99.53 0.10 --- ----- ----- ----- ---- 0.10 23.50 0.09 99.53 0.10 ----- ----- ----- ----- ----- 0.10 23.52 0.09 99.53 0.10 ---- ----- ----- ----- ----- 0.10 '23.53 0.09 99.53 0.10 ---- ----- ----- ----- ----- 0.10 23.55 0.09 99.53 0.10 --- ----- ----- ---- ---- 0.10 23.57 0.09 99.53 0.10 --- ---- ---- ----- ----- 0.10 23.58 0.09 99.53 0.09 --- ---- --- ----- ----- 0.09 23.60 0.09 99.53 0.09 ---- ----- ----- ----- ----- 0.09 23.62 0:09 99.53 0.09 ----- ----- ----- ----- ----- 0.09 23.63 0.09 99.53 0.09 ---- ----- ----- ----- ----- 0.09 23.65 0.09 99.53 0.09 ---- ----- ----- ----- ----- 0.09 23.67 0.09 99.53 0.09 ---- ---- ---- ----- ----- 0.09 23.68 0.09 99.53 0.09 ---- ----- ----- --- 0.09 23.70 0.09 99.53 0.09 - -- --- ---- ---- 0.09 23.72 0.09 99.53 0.09 -- --- ---- ----- ----- 0.09 23.73 0.09 99.53 0.09 -- ---- --- --- ----- 0.09 23.75 0.09 99.53 0.09 --- ---- ---- ----- ----- 0.09 23.77 0.09 99.53 0.09 -- --- ---- ---- ---- 0.09 23.78 0.09 99.53 0.09 --- ---- ---- ----- ----- 0.09 23.80 0.09 99.53 0.09 ----- ----- ---- ----- ----- 0.09 23.82 0.09 99.53 0.09 ----- ----- ----- ----- ---- 0.09 23.83 0.09 99.53 0.09 ----- ----- ----- ----- ----- 0.09 23.85 0.09 99.53 0.09 ---- ----- --- ----- ----- 0.09 23.87 0.09 99.53 0.09 ---- ----- ----- ----- ----- 0.09 23.88 0.09 99.53 0.09 ---- ---- ----- ----- ----- 0.09 23.90 0.09 99.53 0.09 ----- ----- ---- ----- ----- 0.09 23.92 0.09 99.53 0.09 ---- ----- ----- ----- ----- 0.09 23.93 0.09 99.53 0.09 ----- ---- ----- ---- ----- 0.09 23.95 0.09 99.53 0.09 ----- ----- ----- ----- ----- 0.09 23.97 0.09 99.53 0.09 ----- ----- ----- ---- ----- 0.09 23.98 0.09 99.53 0.09 ----- ----- ----- ----- ----- 0.09 24.00 0.02 99.53 0.09 ---- --- -- ----- ----- 0.09 ...End Reservoir Report Page , Reservoir No. 9 det. pond #2 Culvert / Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise(in) = 6.0 15.0 6.0 Crest Len (ft) = 0.0 0.0 0.0 Span(in) = 6.0 15.0 6.0 Crest El.(ft) = 0.00 0.00 0.00 No.Barrels = 1 1 1 Weir Coeff: = 3.00 3.00 3.00 Invert El.(ft) = 99.50 102.25 103.00 Eqn.Exp. = 1.50 1.50 1.50 Length (ft) = 0.0 0.0 0.0 Multi-Stage = No No No Slope(%) = 0.00 0.00 0.00 N-Value = .010 .010 .010 Orif.Coeff. = 6.60 0.60 0.60 Multi-Stage = - 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 Culy.A Culy.B Culy.C Weir A Weir B Weir C Discharge (ft) (cult) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 99.50 0.00 0.00 0.00 --- --- --- 0.00 0.1 56 99.55 0.15 0.00 0.00 --- --- --- 0.15 0.1 111 99.60 0.21 0.00 0.00 --- --- --- 0.21 0.2 167 99.65 0.26 0.00 0.00 --- --- --- 0.26 0.2 223 99.70 0.30 0.00 0.00 --- --- --- 0.30 0.3 279 99.75 0.33 0.00 0.00 --- --- --- 0.33 0.3 334 99.80 0.37 0.00 0.00 --- -- --- 0.37 0.3 390 99.85 0.40 0.00 0.00 --- --- --- 0.40 0.4 446 99.90 0.42 0.00 0.00 --- --- --- 0.42 0.4 501 99.95 0.45 0.00 0.00 -- --- -- 0.45 0.5 557 100.00 0.47 0.00 0.00 -- --- --- 0.47 0.7 1,156 100.20 0.58 0.00 0.00 --- --- --- 0:58 0.9 1,756 100.40 0.76 0.00 0.00 --- --- --- 0.76 1.1 2,355 100.60 0.87 0.00 0.00 --- --- --- 0.87 1.3 2,954 100.80 0.97 0.00 0.00 --- --- --- 0.97 1.5 3,554 101.00 1.06 0.00 0.00 --- --- --- 1.06 1.7 4,153 101.20 1.14 0.00 0.00 --- --- -- 1.14 1.9 4,752 101.40 1.21 0.00 0.00 --- -- --- 1.21 2.1 5;351 101.60 1.29 0.00 0.00 --- --- --- 1.29 2.3 5,951 101.80 1.35 0.00 0.00 --- --- --- 1.35 2.5 6,550 102.00 1.42 0.00 0.00 --- --- --- 1.42 2.7 7,473 102.20 1.48 0.00 0.00 --- --- --- 1.48 2.9 8,395 102.40 1.54 1.62 0.00 -- --- . --- 3.16 3.1 9,318 102.60 1.60 2.47 0.00 --- --- --- 4.07 3.3 10,240 102.80 1.65 3.10 0.00 --- -- --- 4.75 3.5 11,163 103.00 1.70 3.62 0.00 --- --- --- 5.32 Continues on next page... det.pond#2 Page 2 Stage / Storage / Discharge Table Stage Storage Elevation Culv.A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cult) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 3.7 12,086 103.20 1.76 4.07 0.30 --- --- --- 6.13 3.9 13,008 103.40 1.81 4.48 0.42 --- --- --- 6.71 4.1 13,931 103.60 1.85 5.03 0.56 -- --- --- 7.44 4.3 14,853 103.80 1.90 5.68 0.70 --- --- --- 8.29 4.5 15,776 104.00 1.95 5.69 0.82 -- --- --- 8.45 4.6 16,367 104.10 1.97 6.23 0.87 --- -- --- 9.07 4.7 16,958 104.20 1.99 6.73 0.92 --- --- --- 9.64 4.8 17,548 104.30 2.02 7.05 0.97 --- --- --- 10.04 4.9 18,139 104.40 2.04 7.30 1.01 -=- --- --- 10.35 5.0 18,730 104.50 2.06 7.53 1.06 -- --- --- 10.65 5.1 19,321 104.60 2.08 7.76 1.10 -- --- -- 10.94 5.2 19,912 104.70 2.10 7.98 1.14 -- --- -- 11.22 5.3 20,502 104.80 2.12 8.20 1.18 --- - - --- 11.50 5.4 21,093 104.90 2.15 8.41 1.21 -- --- --- 11.77 5.5 21,684 105.00 2.17 8.61 1.25 --- -- --- 12.03 Hydrograph Report Page , Hyd. No. 6 det. basin #2 type = Reservoir Peak discharge = 7.27 cfs _ Hydrograph YP Time interval = 1 min Storm frequency = 100 yrs Inflow hyd. No. = 5 Reservoir name = det. pond #2 Max. Elevation = 103.55 ft Max. Storage = 13,711 cuft Total Volume=70,320 cult,1.614 acft Storage Indication method used Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 7.28 0.01 99.50 0.01 ----- ----- ----- ----- ---- 0.01 7.30 0.01 99.50 0.01 --- ---- ----- ----- ----- 0.01 7.32 0.02 99.50 0.01 ---- ----- ----- ----- ----- 0.01 7.33 0.02 99.50 0.01 ---- ---- ----- ----- ----- 0.01 7.35 0.02 99.50 0.01 ----- ----- ----- ----- 0.01 ' 7.37 0.02 99.50 0.01 ----- ----- ----- ----- ----- 0.01 7.38 0.02 99.50 0.01 ----- ----- --- -- ----- ----- 0.01 7.40 0.02 99.50 0.01 ----- ----- ----- ----- ---- 0.01 7.42 0.02 99.51 0.02 ----- ----- ----- ----- ----- 0.02 7.43 0.02 99.51 0.02 ---- ----- ----- ----- ----- 0.02 0.02 7.45 0.02 99.51 0.02 ----- ---- 7.47 0.02 99.51 0.02 ----- ----- ---- ----- ---- 0.02 7.48 0.02 99.51 0.02 ---- ----- ----- ----- ---- 0.02 7.50 0.02 99.51 0.02 ----- ----- ----- ---- 0.02 7.52 0.02 99.51 0.02 ----- ----- ----- ----- --- - 0.02 7.53 0.02 99.51 0.02 ----- ----- ----- ----- ---- 0.02 7.55 0.03 99.51 0.02 ----- ----- ----- ----- --- 0.02 7.57 0.03 99.51 0.02 ----- ----- ----- ---- 0.02 7.58 0.03 99.51 0.02 ----- ----- ----- ----- ---- 0.02 7.60 0.03 99.51 0.02 ----- ----- ----- ---- 0.02 7.62 0.03 99.51 0.02 ----- ----- ----- ---- ---- 0.02 7.63 0.03 99.51 0.02 ----- ----- ----- ----- ---- 0.02 7.65 0.03 99.51 0.03 ----- ----- ----- ----- ---- 0.03 7.67 0.03 99.51 0.03 --- ----- ----- ---- 0.03 7.68 0.03 99.51 0.03 ----- ----- ----- ---- 0.03 7.70 0.03 99.51 0.03 ----- ----- ----- ----- ---- 0.03 7.72 0.03 99.51 0.03 ----- ----- ----- ----- ---- 0.03 7.73 0.03 99.51 0.03 ----- ----- ----- ----- --- - 0.03 7.75 0.03 99.51 0.03 ---- ----- 0.03 7.77 0.04 99.51 0.03 ---- ----- --- - 0.03 7.78 0.04 99.51 0.03 ----- ---- ----- ----- 0.03 7.80 0.04 99.51 0.03 ----- ---- ----- ----- 0.03 7.82 0.04 99.51 0.03 ---- ----- ----- ----- ----- 0.03 7.83 0.04 99.51 0.03 ----- ----- ----- ---- ----- 0.03 7.85 0.04 99.51 0.03 ----- ----- ----- ----- ----- 0.03 7.87 0.04 99.51 0.03 ----- ----- ----- ----- 0.03 7.88 0.04 99.51 0.04 ----- ----- ----- 0.04 7.90 0.04 99.51 0.04 ---- ----- ----- ----- ----- 0.04 Continues on next page... det.basin#2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (Cfs) (Cfs) (cfs) 7.92 0.04 99.51 0.04 ----- ----- ----- ----- ----- 0.04 7.93 0.04 99.51 0.04 ----- ----- ----- ----- ----- 0.04 7.95 0.04 99.51 0.04 ----- ----- --- ----- ----- 0.04 7.97 0.04 99.51 0.04 -- ---- ---- ----- ----- 0.04 7.98 0.05 99.51 0.04 ----- ----- ----- ----- ----- 0.04 8.00 0.05 99.51 0.04 --- ---- ----- ----- 0.04 8.02 0.05 99.51 0.04 ----- ----- ----- --- ----- 0.04 8.03 0.05 99.51 0.04 ----- ----- ----- ----- ----- . 0.04 8.05 0.05 99.51 0.04 ----- ----- ---=- ----- ----- 0.04 8.07 0.05 99.52 0.04 ----- ----- ----- ----- ----- 0.04 8.08 0.05 99.52 0.05 ----- ----- ----- ----- ----- 0.05 8.10 0.05 99.52 0.05 ----- -- ---- ----- --- 0.05 8.12 0.05 99.52 0.05 ---- --- ---- ---- ----- 0.05 8.13 0.05 99.52 0.05 --- ---- ----- ----- ---- 0.05 8.15 0.06 99.52 0.05 ---- ----- ----- ----- ----- 0.05 8.17 0.06 99.52 0.05 ----- ----- ----- ----- ----- 0.05 8.18 0.06 99.52 0.05 ---- ----- ----- ---- ---- 0.05 8.20 0.06 99.52 0.05 ----- ----- ----- ----- ----- 0.05 8.22 0.06 99.52 0.05 ----- ----- ----- ----- ----- 0.05 8.23 0.06 99.52 0.05 ---- ----- ----- ----- ----- 0.05 8.25 0.06 99.52 "0.06 ----- ----- ---- ----- ----- 0.06 8.27 0.06 99.52 0.06 ----- ----- ----- ---- ----- 0.06 8.28 0.07 99.52 0.06 ---- ----- ----- ----- ----- 0.06 8.30 0.07 99.52 0.06 ---- ----- ----- ----- ----- 0.06 8.32 0.07 99.52 0.06 ----- ----- ----- ----- ----- 0.06 8.33 0.07 99.52 0.06 ----- ----- ----- ----- ----- 0.06 8.35 0.07 99.52 0.06 ----- ----- ----- ----- ----- 0.06 8.37 0.07 99.52 0.06 ----- ----- ----- ----- ----- 0.06 8.38 0.07 99.52 0.07 ----- ----- ---- ----- ----- 0.07 8.40 0.07 99.52 0.07 ---- ----- ---- ----- ----- 0.07 8.42 0.08 99.52 0.07 ---- ----- ----- ----- ----- 0.07 8.43 0.08 99.52 0.07' ----- ---- ---- ----- ----- 0.07 ----- ----- ----- ---- ----- 0.07 8.45 0.08 99.52 0.07 8.47 0.08 99.52 0.07 ----- ----- ---- ----- ----- 0.07 8.48 0.08 99.52 0.07 ----- ---- ----- ----- ----- 0.07 8.50 0.08 99.53 0.07 ---- ----- ----- ----- ----- 0.07 8.52 0.08 99.53 0.08 ----- ----- ----- ----- ----- 0.08 . 8.53 0.09 99.53 0.08 ---- ----- ----- ----- ----- 0.08 8.55 0.09 99.53 0.08 ----- ----- ----- ----- ----- 0.08 8.57 0.09 99.53 0.08 ----- ----- ---- ----- ----- 0.08 8.58 0.09 99.53 0.08 ----- ----- ----- ---- ----- 0.08 8.60 0.09 99.53 0.08 ----- ----- ----- ----- ----- 0.08 8.62 0.09 99.53 0.08 ---- ----- ---- ----- ----- 0.08 8.63 0.10 99.53 0.09 ---- ---- ----- ----- ----- 0.09 8.65 0.10 99.53 0.09 ---- ----- --- ----- ----- 0.09 8.67 0.10 99.53 0.09 ----- ----- ----- ----- ----- 0.09 8.68 0.10 99.53 0.09 ----- ----- ----- ----- ----- 0.09 8.70 0.10 99.53 0.09 ----- ----- ----- ----- ----- 0.09 8.72 0.10 99.53 0.09 ----- ----- ---- ----- ----- 0.09 8.73 0.11 99.53 0.10 ----- ----- ----- ---- ----- 0.10 Continues on next page... det.basin#2 Page 3 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (Cfs) (ft) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) 8.75 0.11 99.53 0.10 --- ----- ---- ----- ----- 0.10 8.77 0.11 99.53 0.10 ---- ----- ----- ----- ----- 0.10 8.78 0.11 99.53 0.10 ---- ---- --- ----- ----- 0.10 8.80 0.11 99.53 0.10 ----- ----- ----- ----- ---- 0.10 8.82 0.11 99.53 0.10 --- --- ---- ----- ----- 0.10 8.83 0.12 99.54 0.11 --- ----- ----- ---- ----- 0.11 8.85 0.12 99.54 0.11 ----- ---- ----- ----- ---- 10.11 8.87 0.12 99.54 0.11 ----- ----- ----- ----- ----- 0.11 8.88 0.12 99.54 0.11 ----- ----- ----- ----- ----- 0.11 8.90 0.12 99.54 0.11 --- ----- ----- ----- ---- 0.11 ----- 0.11 99.54 0.11 ---- . 8.92 0.12 - 8.93 0.13 99.54 0.12 --- --- ---- ----- ----- 0.12 8.95 0.13 99.54 0.12 --- ----- ----- ----- ----- 0.12 8.97 0.13 99.54 0.12 --- ----- ----- ----- ----- 0.12 8.98 0.13 99.54 0.12 ----- ----- ----- ----- ----- 0.12 9.00 0.13 99.54 0.12 ----- ----- ----- ----- ----- 0.12 9.02 0.14 99.54 0.12 ----- ----- ----- ---- ----- 0.12 9.03 0.14 99.54 0.13 --- ---- ----- ---- ----- 0.13 9.05 0.14 99.54 0.13 ---- ----- ----- ----- ---- 0.13 9.07 0.14 99.54 0.13 --- ----- ----- ---- --- 0.11 9.08 0.14 99.54 0.13 --- ----- ----- ----- ----- 0.13 9.10 0.15 99.54 0.13 ----- ----- ----- ----- ---- 0.13 9.12 0.15 99.55 0.14 ----- ----- ---- ----- ----- 0.14 9.13 0.15 99.55 0.14 ----- ----- ----- ----- ----- 0.14 9.15 0.15 99.55 0.14 ----- ----- ----- ----- ----- 0.14 9.17 0.15 99.55 0.14 ---- ----- ----- ----- ----- 0.14 9.18 0.16 99.55 0.14 ----- ---- ----- ----- ----- 0.14 9.20 0.16 99.55 .• 0.15 ----- ----- --- ----- ----- 0.15 9.22 0.16 99.55 0.15 ---- ----- ----- ----- ----- 0.15 . 9.23 0.16 99.55 0.15 ----- ----- ---- ----- ----- 0.15 9.25 0.16 99.55 0.15 ---- ----- 0.15 9.27 0.17 99.55 0.15 ----- ----- ---- ----- ----- 0.15 9.28 0.17 99.55 0.15 ---- ----- ----- ----- ----- 0.15 9.30 0.17 99.55 0.15 ----- ----- ---- ----- ----- 0.15 9.32 0.17 99.55 0.15 ---- =---- ----- ----- ----- 0.15 9.33 0.18 99.56 0.16 ----- ----- ----- ----- ----- 0.16 9.35 0.18 99.56 0.16 ----- ---- ----- ----- ----- 0.16 9.37 0.18 99.56 0.16 ---- ----- ----- --- ----- 0.16 9.38 0.18 99.56 -0.16 ---- ----- ----- ----- ---- 0.16 9.40 0.18 99.56 0.16 ----- ---- ----- ----- ----- 0.16 9.42 0.19 99.56 0.16 ---- ---- ----- ---- ----- 0.16 9.43 0.19 99.56 0.16 ---- ----- ---- ----- ----- 0.16 9.45 0.19 99.56 0.17 ----- ---- ----- ----- ----- 0.17 9.47 0.20 99.57 0.17 ---- ----- ----- ----- ----- 0.17 9.48 0.20 99.57 0.17 ---- ----- ----- ----- ----- 0.17 9.50 0.20 99.57 0.17 ----- ----- ----- ----- ----- 0.17 9.52 0.20 99.57 0.17 ----- ----- ----- ----- ----- 0.17 9.53 0.21 99.57 0.18 ----- ----- ----- ----- ----- 0.18 9.55 0.21 99.57 0.18 ----- ----- ----- ---- ----- 0.18 9.57 0.21 99.58 0.18 ----- ---- --- ----- ---- 0.18 Continues on next page... Page 4 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy.B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 9.58 0.22 99.58 0. ----- ---- ---- 9.60 0.22 99.58 0.19 -- 9.62 0.23 99.58 0.19 ----- ----- 9.63 0.23 99.58 0.19 ----- ----- 9.65 0.23 99.59 0.19 ---- 9.67 0.24 99.59 0.20 ----- ---- 9.68 0.24 99.59 0.20 ----- ----- 9.70 0.25 99.59 0.20 ----- 0.20 9.72 0.25 99.59 0.20 ---- ---- 9.73 0.25 99.60 0.21 ---- ----- ---- -- 0.21 9.75 0.26 99.60 0.21 -- ----- ---- --- - --- 0.21 9.77 0.26 99.60 0.21 ---- ---- ----= ----- 0.21 9.78 0.27 99.60 0.22 ----- ---- ----- ----- ----- 0.22 0.22 9.80 0.27 99.61 0.22 ---- ----- 9.82" 0.27 99.61 . 0.22 ---- ----- ----- ----- - - 0.22 'i 9.83 0.28 99.61 0.22 ---- ----- ----- ----- -- -- 0.22 ----- ----- - 9.85 0.28 99.62 0.23 ----- ----- - 0.23 9.87 0.29 99.62 0.23 ---- ----- 9.88 0.29 99.62 0.23 ----- ---- 9.90 0.30 99.63 0.24 ----- 9.92 0.30 99.63 0.24 ----- --- ----- ----- 0.24 ----- ----- ----- 0.24 9.93 0.31 99.63 0.24 ----- 9.95 0.31 99.64 0.25 ----- ----- ----- ----- 0.25 ----- ----- ----- 0.25 9.97 0.32 99.64 0.25 9.98 0.32 99.64 0.25 ----- ----- ----- ----- 0.25 10.00 0.32 99.65 0.26 ----- ---- ---- ----- ----- 0.26 10.02 0.33 99.65 0.26 ----- ----- 10.03 - 0.33 99.65 0.26 ----- 10.05 0.34 99.66 0.27 --- ----- ----- ----- 0.27 10.07 0.34 99.66 0.27 --- ---- ---- ---- ----- 0.27 10.08 0.35 99.67 0.27 ----- ----- --=-- ----- ----- 0.27 ----- ----- ----- 0.28 10.10 0.36 99.67 0.28 ----- ----- 10.12 0.36 99.68 0.28 ----- ----- 10.13 0.37 99.68 0.28 ----- - ----- -- -- 0.29 10.15 0.37 99.68 0.29 ----- ----- ----- ----- 10.17 0.38 99.69 0.29 ----- ----- ----- ----- 0.29 10.18 0.39 99.69 0.29 ----- ----- ----- ----- 0.29 10.20 0.39 99.70 0.30 ----- ---- ----- ----- 0.30 10.22 0.40 99.70 0.30 ----- ----- ----- 0.30 10.23 0.41 99.71 0.31 ----- ----- ----- ----- 0.31 10.25 0.41 99.72 0.31 ---- ----- ---- ----- 0.31 10.27 0.42 99.72 0.31 ----- ----- ----- ----- 0.31 10.28 0.43 99.73 0.32 ----- ----- ----- ----- ----- 0.32 10.30 0.43 99.73 0.32 ----- ----- ----- ----- ----- 0.32 10.32 0.44 99.74 0.33 ----- ----- ----- ----- 0.33 10.33 0.45 99.74 0.33 ----- ----- ----- 0.33 10.35 0.46 99.75 0.34 ----- ----- ----- ----- 0.34 10.37 0.46 99.76 0.34 ----- ---- ----- ----- 0.34 10.38 0.47 99.76 0.34 ----- ----- ----- ---- ----- 0.34 10.40 0.48 99.77 0.35 ---- ----- ----- 0.35 Continues on next page... det.basin#2 Page 5 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culv. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 10.42 0.49 99.78 0.35 ----- ---- ----- ----- ----- 0.35 10.43 0.49 99.79 0.36 ---- ----- ----- ----- ----- 0.36 10.45 0.50 99.79 0.36 ----- ----- ----- ----- ----- 0.36 10.47 0.51 99.80 0.37 ---- ----- ---- ----- ----- 0.37 10.48 0.52 99.81 0.37 ----- ---- ----- ----- ----- 0.37 10.50 0.52 99.82 0.38 --- ----- ---- ----- ----- 0.38 10.52 0.53 99.82 0.38 ---- ----- ----- ---- ----- 0.38 10.53 0.54 99.83 0.39 ----- ----- ----- ----- ----- 0.39 10.55 0.55 99.84 0.39 ----- ----- --= ----- ----- 0.39 10.57 0.56 99.85 0.40 ---- ----- ---- ---- ----- 0.40 10.58 0.57 99.86 0.40 ----- ---- ----- ----- ----- 0.40 10.60 0.57 99.87 0.41 ---- ----- --- ----- ----- 0.41 10.62 0.58 99.88 0.41 ----- ----- ----- ----- ----- 0.41 10.63 0.59 99.89 0.42 ----- ----- ----- ----- ----- 0.42 10.65 0.60 99.90 0.42 -- ----- ----- ----- ----- 0.42 10.67 0.61 99.91 0.43 ----- ----- ----- ----- ----- 0.43 10.68 0.62 99.92 0.43 ---- ---- ----- ----- ----- 0.43 10.70 0.63 99.93 0.44 --- ----- ----- ----- ----- 0.44 10.72 0.63 99.94 0.44 ---- --- ----- ----- ----- 0.44 10.73 0.64 99.95 0.45 ----- ----- ---- ----- ----- 0.45 10.75 0.65 99.96 0.45 ----- ---- ---- ----- ----- 0.45 10.77 0.66 99.97 0.46 ----- ----- --- ----- ----- 0.46 10.78 0.67 99.98 0.46 ----- ----- ----- ----- ---- 0.46 10.80 0.68 99.99 0.47 ----- ----- ----- ----- ----- 0.47 10.82 0.69 100.00 0.47 ----- ----- ----- ----- ----- 0.47 10.83 0.70 100.01 0.48 ----- ----- ----- ----- ----- 0.48 10.85 071 100.01 0.48 ----- ----- ----- ----- ----- 0.48 10.87 0.72 100.01 0.48 ---- ----- --- ----- ---- 0.48 10.88 0.73 100.02 0.48 ---- ----- ----- ----- ---- 0.48 10.90 0.74 100.02 0.49 ----- ---- ---- ----- ----- 0.49 10.92 0.75 100.03 0.49 --- ----- ----- ----- ----- 0.49 10.93 0.76 100.03 0.49 ----- ----- ----- ---- ----- 0.49 10.95 0.77 100.04 0.49 ----- ----- ----- ----- ----- 0.49 10.97 0.78 100.05 0.50 ----- ---- --- ----- ----- 0.50 10.98 0.79 100.05 0.50 ---- ----- ----- ----- ----- 0.50 11.00 0.80 100.06 0.50 ----- ----- ----- ----- ---- 0.50 11.02 0.81 100.06 0.51 ----- ---- ---- ----- ----- 0.51 11.03 0.82 100.07 0.51 ----- ----- ----- ----- ----- 0.51 11.05 0.83 100.08 0.51 ---- =---- ----- ---- ----- 0.51 11.07 0.85 100.08 0.51 ----- ----- ----- ---- ---- 0.51 11.08 0.86 100.09 0.52 ---- ----- ---- ----- ----- 0.52 11.10 0.88 100.10 0.52 ----- ----- ----- ----- ----- 0.52 11.12 0.90 100.10 0.53 ----- ----- ---=- ----- ----- 0.53 11.13 0.92 100.11 0.53 ----- ----- ----- ----- ----- 0.53 11.15 0.94 100.12 0.53 ----- ----- ----- ----- ----- 0.53 11.17 0.96 100.13 0.54 ----- --- ----- ----- ----- 0.54 11.18 0.98 100.14 0.54 ----- ----- ----- ----- ----- 0.54 11.20 1.00 100.14 0.55 ---- ----- ----- ----- ----- 0.55 11.22 1.03 100.15 0.55 ----- ---- ----- ---- ----- 0.55 11.23 1.05 100.16 0.56 ----- ----- ----- ----- ----- 0.56 Continues on next page... Page 6 det.basin#2 a Table Discharge g Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 11.25 1.08 100.17 0.56 ----- ----- ----- ----- ----- 0.56 11.27 1.10 100.18 0.57 ----- ----- ----- ----- ----- 0.57 11.28 1.13 100.20 0.57 ---- ---- ----- ----- ----- 0.57 11.30 1.15 100.21 0.58 ---- ___ ----- ---- ---- 0.58 11.32 1.18 100.22 0.59 --- ----- ---- ----- ----- 0.59 11.33 1.21 100.23 0.60 ---- -- --- ----- ---- 0.60 11.35 1.24 100.24 0.61 ---- 0:61 11.37 1.26 100.26 0.63 ---- 11.38 129 100.27 0.64 ---- - ----- 11.40 1.32 100.28 0.65 ----- ----- ----- ----- 0.65 11.42 1.35 100.29 0.66 ----- ----- ----- ----- 0.66 11.43 1.37 100.31 0.68 ----- ---- ----- ----- 0.68 11.45 1.40 100.32 0.69 ----- ----- ----- ----- 0.69 11.47 1.43 100.34 0.70 ----- ----- ----- ----- ----- 0.70 11.48 1.47 100.35 0.72 ----- ----- ----- ----- 0.72 " 0.73 11.50 1.50 100.37 0.73 ---- ----- 11.52 1.53 100.38 0.75 ---- ----- ----- ----- -- 0.75 11.53 1.58 100.40 0.76 ----- ---- ----- -- 0.76 11.55 1.64 100.42 0.77 ---- ----- ----- ----- -- 0.77 11.57 1.72 100.43 0.78 ---- ----- ----- -- 0.78 11.58 1.82 100.45 0.79 ----- ----- ----- ----- --- - 0.79 11.60 1.95 100.48 0.80 ----- ---- ----- ----- -- 0.80 11.62 2.09 100.50 0.82 ---- ----- ----- ----- -- 0.82 11.63 2.24 100.53 0.83 ---- ----- ----- --- - 0.83 11.65 2.42 100.56 0.85 ---- ----- ----- ----- --- - 0.850 87 -- -- ---- ---- ----- 0.88 11.67 2.60 100.59 0.87 ---- I, 11.68 2.79 100.63 0.88 ----- ----- _____ 0.88 11.70 2.99 100.67 0.90 ----- ----- ----- 90 11.72 3.20 100.71 0.92 ----- ----- ----- ---- ----- 0.92 11.73 3.41 100.76 0.95 ----- ----- ----- ---- 0.95 11.75 3.64 100.81 0.97 ---- ---- -=--- ----- ----- 0.97 11.77 3.87 100.86 1.00 ----- ----- ----- ----- ----- 1.00 11.78 4.11_ 100.92 1.02 ----- ---- ----- ----- ----- 1.02 11.80 4.36 100.99 1.05 ----- ----- ----- ----- 1.05 11.82 4.61 101.06 1.08 ----- ----- ----- ----- 1.08 11.83 4.88 101.13 1.11 ----- ----- ----- ----- ----- 1.11 11.85 5.15 101.21 1.14 ---- ---- 11.87 5.36 101.29 1.17 ----- ----- ----- ----- 1.17 11.88 5.58 101.37 1.20 ----- ----- ----- ----- 1.2 ----- 4 11.90 5.81 101.46 1.24 ---- ----- 11.92 6.07 101.56 1.27 ----- ----- 11.93 6.43 101.66 1.31 ---- ----- ----- ----- ----- 1.31 11.95 6.94 101.76 1.34 ----- ----- ----- ----- ----- 1.34 11.97 7.67 101.88 1.38 ---- ----- ----- ----- ---- 1.38 1.42 11.98 8.64 102.01 1.42 ---- ----- ____ 12.00 9.83 102.11 1.45 ----- ----- ----- ---- 1.45 12.02 11.16 102.23 1.49 0.24 ---- ---- ____ _____ 1.73 12.03 12.46 102.35 1.53 1.24 ----- ----- ----- 2.77 - 12.05 13.55 102.48 1.56 1.97 ----- ----- ----- ----- 3.53_____ 4.11 12.07 14.23 102.61 1.60 2.51 ----- ----- ----- Continues on next page... Page 7 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy.B Culy. C Weir A Weir B- Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 12.08 14.41 << 102.74 1.64 2.92 ---- ----- ----- ----- 4.55 12.10 14.13 102.87 1.67 3.27 ----- ----- ----- ---- 4.94 12.12 13.53 102.98 1.70 3.57 ----- ----- ----- ----- 5.27 12.13 12.70 103.08 1.72 3.80 0.12 ----- ----- ----- 5.64 12.15 11.72 103.16 1.75 3.99 0.24 ----- ----- ----- 5.98 12.17 10.82 103.23 1.76 4.13 0.32 --- -- -- ----- 6.22 12.18 10.09 103.28 1.78 4.24 0.35 ----- ----- ----- 6.37 12.20 9.56 103.33 1.79 4.33 0.38 ____ ----- ----- 6.50 12.22 9.18 103.37 1.80 4.41 0.40 --:-- ----- ---- 6.61 12.23 8.92 103.40 1.81 4.47 0.42 ----- ----- ----- 6.70 12.25 8.74 103.42 1.81 4.54 0.44 ----- ----- ----- 6.79 12.27 8.62 103.45 1.82 4.61 0.45 ----- ----- ----- 6.88 12.28 8.50 103.47 1.82 4.67 0.47 ---- ----- ----- 6.96 12.30 8.38 103.49 1.83 4.72 0.48 --- ----- ----- 7.03 12.32 8.25 103.50 1.83 4.77 0.49 ____ ____ __-_ 7.09 12.33 8.12 103.52 1.83 4.80 0.50 --- ----- ----- 7.14 12.35 7.98 103.53 1.84 4.84 0.51 ---- ---- ---- 7.18 12.37 7.84 103.54 1.84 4.86 0.52 ----- ----- ----- 722 12.38 7.68 103.55 1.84 4.88 0.52 ----- ----- ----- 7.24 12.40 7.53 103.55 1.84 4.89 0.53 ----- ----- ----- 726 12.42 7.36 103.55 1.84 4.90 0.53 ----- ----- ----- 727 12.43 7.19 103.55 << 1.84 4.90 0.53 ----- ----- ----- 7.27 << 12.45 7.01 103.55 1.84 4.89 0.53 ----- ----- ----- 726 12.47 6.83 103.55 1.84 4.88 0.52 ----- ----- ----- 7.25 12.48 6.64 103.54 1.84 4.86 0.52 ----- ----- ---- 722 12.50 6.45 103.53 1.84 4.84 0.51 ---- ---- ----- 7.19 12.52 6.26 103.52 1.84 4.81 0.50 ----- ----- ----- 7.15 12.53 6.07 103.51 1.83 4.78 0.50 ----- ---- ----- 7.10 12.55 5.91 103.49 1.83 4.74 0.49 ---- ----- ----- 7.05 12.57 5.77 103.48 1.83 4.70 0.48 ----- ----- ----- 7.00 12.58 5.66 103.46 1.82 4.65 0.46 --=-- ----- ----- 6.94 12.60 5.57 103.44 1.82 4.60 0.45 ----- ----- ----- 6.87 12.62 5.51 103.43 1.81 4.56 .0.44 ---- ----- ---- 6.81 12.63 5.45 103.41 1.81 4.51 0.43 ---- --- ----- 6.75 12.65 5.41 103.39 1.80 4.47 0.42 ----- ----- ---- 6.69 12.67 5.37 103.38 1.80 4.44 0.41 ----- ----- ----- 6.64 12.68 5.34 103.36 1.80 4.40 0.40 ----- ----- ----- 6.60, 12.70 5.30 103.34 1.79 4.37 0.39 ---- ----- ----- 6.55 12.72 5.26 103.33 1.79 4.34 0.38 ----- ----- ----- 6.50 12.73 5.21 103.31 1.78 4.30 0.37 ----- ----- ----- 6.45 12.75 5.16 103.30 1.78 4.27 0.36 ----- ----- ----- 6.41 12.77 5.12 103.28 1.78 4.24 0.35 ----- ----- ----- 6.36 12.78 5.07 103.26 1.77 4.20 0.34 ----- --- ---- 6.31 12.80 5.02 103.25 1.77 4.17 0.33 ----- ----- ----- 6.27 12.82 4.97 103.23 1.76 4.14 0.32 ----- ---- ----- 6.22 12.83 4.91 103.22 1.76 4.10 0.31 ---- ----- ----- 6.17 12.85 4.86 103.20 1.76 4.07 0.30 ----- ----- ----- 6.12 12.87 4.81 103.18 1.75 4.03 0.27 ----- ----- ----- 6.06 12.88 4.76 103.17 1.75 4.00 0.25 ---- ----- ----- 5.99 12.90 4.70 103.15 1.74 3.96 0.22 ----- ----- ----- 5.93 Continues on next page... Page 8 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (Cfs) (cfs) (cfs) (cfs) (Cfs) (cfs) (Cfs) 12.92 4.65 103.13 1.74 3.92 0.20 ----- ----- ----- 5.86 12.93 4.59 103.12 1.73 3.89 0.18 ---- ----- ----- 5.80 12.95 4.54 103.10 1.73 3.85 0.15 ----- ----- ----- 5.74 12.97 4.48 103.09 1.73 3.82 0.13 -- - ----- ----- 5.67 12.98 4.43 103.07 1.72 3.78 0.11 --- ----- ----- 5.61 ---- 13.00 4.37 103.06 1.72 3.75 0.08 ----- ----- 5.55 13.02 4.32 103.04 1.71 3.71 0.06 ----- ----- _____ 9 55.44 13.03 4.26 103.03 1.71 3.68 0.04 ----- ----- -_---- 5 37 13.05 4.21 103.01 1.71 3.64 0.02 ----- ----- ___ 13.07 4.16 103.00 1.70 3.61 --- "---- ---- -- 31 13.08 4.11 102.98 1.70 3.57 ----- --"" ----- --___ 55.31 5.27 13.10 4.06 102.97 1.70 3.53 ----- ----- ----- ----- 8 13.12 4.02 102.95 1.69 3.49 ----- ----- ---- - --- 515.18 13.13 3.98 102.94 1.69 3.45 --- -""- ----- ----- 13.15 3.94 102.92 1.68 3.41 ----- --""- ----- 10 -- 5.__ 5.10 13.17 3.90 102.91 1.68 3.37 ----- "-"-- -- 05 13.18 3.86 102.89 1.68 3.33 ---- ----- -- --- ----- 5.01 13.20 3.81 102.88 1.67 3.29 ----- ----- ----- ----- 4.97 13.22 3.77 102.86 1.67 3.26 ---- ----- ----- ----- 4.92 13.23 3.73 102.85 1.66 3.22 ----- ----- ----- ----- 4.88 13.25 3.67 102.83 1.66 3.18 ----- ----- ----- ----- 4.84 13.27 3.58 102.82 1.65 3.14 ----- ----- ----- 4.79 13.28 3.49 102.80 1.65 3.10 ----- ---- --- ----- 4.75 13.30 3.40 102.78 1.65 3.04 _ _____ 4.69 13.32 3.33 102.77 1.64 2.99 3 13.33 3.27 102.75 1.64 2.94 ----- -"--- -----__ _____ 4.- _____ 4.57 13.35 3.19 102.73 1.63 2.88 ----- ----- ______ 2 13.37 3.11 102.71 1.63 2.83 ----- ---"- ----- 4.46 13.38 3.04 102.70 1.62 2.77 ----- ----- __ ----- 4. 0 13.40 2.97 102.68 1.62 2.72 ----- -"--" ----- ----- 4.4_--__ 4.34 13.42 2.90 102.66 1.61 2.66 ---- ----- ----- 28 13.43 2.83 102.64 1.61 2.61 ----- ----- ----- 4.21 13.45 2.76 102.62 1.60 2.55 ---- ----- ----- 4.15 13.47 2.70. 102.61 1.60 2.49 ----- ----- ----- 4.09 13.48 2.65 102.59 1.59 2.42 ----- ---- ----- 4.02 13.50 2.59 102.57 1.59 2.35 ----- ----- ----- 3.94 ---- 13.52 2.55 102.55 1.58 2.28 ----- ----- ----- ----- 3.86 13.53 2.52 102.54 1.58 2.20 ----- ----- ----- ----- 3.78 13.55 2.48 102.52 1.57 2.13 ----- ----- ---- ----- 3.71 64 13.57 2.45 102.51 1.57 2.07 ----- ---- ----- ----- 3.57 13.58 2.42 102.49 1.56 2.00 ----- ---- -_-_ 3.50 13.60 2.39 102.48 1.56 1.94 ----- ----- ----- 3.50 13.62 2.36 102.46 1.56 1.88 ----- ----- ----- 3.44 13.63 2.33 102.45 1.55 1.82 ----- ----- ----- ----- 3.37 13.65 2.30 102.43 1.55 1.76 ----- ----- ----- ----- 3.31 13.67 2.27 102.42 1.54 1.71 ----- ----- ----- ----- 3.25 13.68 2.24 102.41 1.54 1.65 ----- ----- ----- ----- 3.20 13.70 2.21 102.40 1.54 1.59 ----- ----- ----- ----- 3.13 13.72 2.18 102.38 1.53 1.50 ----- ----- ----- ----- 3.03 13.73 2.16 102.37 1.53 1.41 ----- ----- ----- -"--- 2.94 I Continues on next page... det.basin#2 Page 9 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (Cfs) (Cfs) (cfs) (Cfs) (cfs) 13.75 2.13 102.36 1.53 1.33 ----- ---- ----- ----- 2.86 13.77 2.00 10135 1.53 1.25 ----- ----- ----- ----- 2.78 13.78 1.90 102.34 1.52 1.17 ----- --- ----- ----- 2.69 13.80 1.82 102.33 1.52 1.08 ----- ----- --- ---- 2.60 13.82 1.76 102.32 1.52 1.00 ----- ----- ---- ----- 2.52 13.83 1.72 102.31 1.51 0.93 ----- ----- ----- ----- 2.44 13.85 1.68 102.31 1.51 0.85 ----- ----- ----- ----- 2.36 13.87 1.66 102.30 1.51 0.78 ----- ----- ----- ----- 2.29 13.88 1.64 102.29 1.51 0.72 ----- ----- ----- ----- 2.22 13.90 1.62 102.28 1.50 0.66 ----- ---- ----- ---- 2.16 13.92 1.61 102.27 1.50 0.60 ----- --- ----- -- 2.11 13.93 1.59 102.27 1.50 0.55 ---- -- ----- ----- 2.05 13.95 1.58 102.26 1.50 0.51 --- --- ----- ----- 2.01 13.97 1.57 102.26 1.50 0.46 ----- ----- ----- ----- 1.96 13.98 1.56 102.25 1.50 0.42 ----- ----- ----- ----- 1.92 14.00 1.55 102.25 1.49 0.39 ----- ----- ----- ----- 1.88 14.02 1.54 102.24 1.49 0.35 ---- ----- ----- ----- 1.85 14.03 1.52 102.24 1.49 0.32 ----- ---- ----- ----- 1.81 14.05 1.51 102.24 1.49 0.29 ----- ---- ----- ---- 1.78 14.07 1.50 102.23 1.49 0.27 ----- ----- ----- ----- 1.76 14.08 1.49 102.23 1.49 0.24 ---- ----- ---- ----- 1.73 14.10 1.49 102.23 1.49 0.22 ----- ----- ----- ----- 1.70 14.12 1.48 102.22 1.49 0.19 ----- ----- ----- ----- 1.68 14.13 1.47 102.22 1.49 0.17 ----- . ----- ----- ----- 1.66 14.15 1.46 102.22 1.49 0.15 ----- ----- ----- ----- 1.64 14.17 1.45 102.22 1.48 0.14 ----- ----- ----- ----- 1.62 14.18 1.45 102.21 1.48 0.12 ----- ----- ----- ----- 1.60 14.20 1.44 102.21 1.48 0.10 ----- ---- ----- ----- 1.59 14.22 1.43 102.21 1.48 0.09 ----- ----- ----- ----- 1.57 14.23 1.43 102.21 1.48 0.07 ---- ----- ----- ----- 1.56 14.25 1.42 102.21 1.48 0.06 ----- --- ----- ----- 1.54 14.27 1.41 102.21 1.48 0.05 ----- ----- ----- ---- 1.53 14.28 1.41 102.20 1.48 0.04 ----- ---- ----- ----- 1.52 14.30 1.40 102.20 1148 0.02 ----- ---- ----- ----- 1.50 14.32 1.39 102.20 1.48 0.01 ---- ----- ----- ----- 1.49 14.33 1.39 102.20 1.48 0.00 ----- ----- ----- ----- 1.48 14.35 1.38 102.20 1.48 ----- ----- ----- ----- ----- 1.48 14.37 1.37 102.20 1.48 ----- ----- ----- ----- ----- 1.48 14.38 1.37 102.20 1.48 ----- ----- ----- ----- ----- 1.48 14.40 1.36 102.19 1.48 ----- ----- ----- ----- ----- 1.48 14.42 1.36 102.19 1.48 ----- ----- ----- ---- ----- 1.48 14.43 1.35 102.19 1.48 ----- ----- ----- ----- ----- 1.48 14.45 1.35 102.19- 1.48 ----- ---- ---- ---- ----- 1.48 14.47 1.34 102.19 1.48 ----- ----- ----- ----- ---- 1.48 14.48 1.34 102.19 1.48 ----- ----- ----- ----- ----- 1.48 14.50 1.33 102.18 1.47 ----- ----- ----- ----- ----- 1.47 14.52 1.32 102.18 1.47 ----- ----- ----- ----- ----- 1.47 14.53 1.32 102.18 1.47 ----- ---- ----- ----- ----- 1.47 14.55 1.31 102.18 1.47 ___- ----- ----- ____ ___-- 1.47 14.57 1.31 102.18 1.47 -- -- ----- ---- ---- ----- 1.47 Continues on next page... Page 10 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 14.58 1.30 102.17 1.47 --- ----- ---- 1.47 14.60 1.30 102.17 1.47 ---- ----- ----- 1.47 14.62 1.29 102.17 1.47 ----- --- ---- ---- 1.47 14.63 1.29 102.17 1.47 ---- ----- ----- 1.47 14.65 1.28 102.17 1.47 ----- ---- ----- ----- 1.47 14.67 `1.28 102.16 1.47 ----- ----- ----- 1.47 14.68 1.27 102.16 1.47 ----- ----- ----- ----- 1.47 14.70 1.27 102.16 1.47 ----- ----- ----- ----- 1.47 14.72 1.26 102.16 1.47 ----- -_--- ---- ----- 1.47 14.73 1.26 102.15 1.46 ----- ----- ---- ----- 1.46 14.75 1.25 102.15 1.46 ----- ---- - ----- 1.46 14.77 1.25 102.15 1.46 ----- ---- ----- ---- 1.46 14.78 1.24 102.14 1.46 ----- ----- ---- ----- ----- 1.46 14.80 1.24 102.14 1.46 ----- ----- ----- ----- 1.46 14.82 1.23 102.14 1.46 ---- ----- ----- ----- 1.46 14.83 1.22 102.14 1.46 ----- ----- ----- ----- 1.46 14.85 1.22 102.13 1.46 ----- ----- ----- 1.46 14.87 1.21 102.13 1.46 ----- ---- ---- 1.46 14.88 1.21 102.13 1.46 ----- ---- ----- 1.46 14.90 1.20 102.12 1.46 -- --- ----- ----- --- 1.46 14.92 1.20 102.12 1.45 ----- --_ ----- ----- 1.45 14.93 1.19 102.12 1.45 ----- ----- ---- ----- ---- 1.45 14.95 1.19 102.11 1.45 ----- ---- ----- ----- 1.45 14.97 1.18 102.11 1.45 ---- ----- ----- ----- 1.45 14.98 1.18 102.11 1.45 ----- ----- ----- ----- 1.45 15.00 1.17 102.10 1.45 ----- ----- ----- ----- 1.45 15.02 1.17 102.10 1.45 ----- ----- ----- ----- 1.45 15.03 1.16 102.09 1.45 ---- ----- ----- ----- 1.45 15.05 1.15 . 102.09 1.45 ----- ----- ----- ----- 1.45 15.07 1.15 102.09 1.44 ----- ----- ----- ----- 1.44 15.08 1.14 102.08 1.44 ----- ----- ---- ----- 1.44 15.10 1.14 102.08 1.44 ----- --- ----- ----- 1.44 15.12 1.13 102.08 1.44 ---- ----- ----- ----- 1.44 15.13 1.13 102.07 1.44 ----- ----- ----- ----- 1.44 15.15 1.12 102.07 1.44 ----- ----- ---- 1.44 15.17 1.12 102.06 1.44 ----- ----- ----- ----- 1.44 15.18 1.11 102.06 1.44 ----- ----- ----- ----- 1.44 15.20 1.11 102.05 1.43 ----- ----- ----- ----- 1.43 15.22 1.10 102.05 1.43 ----- ----- ---- ----- ----- 1.43 15.23 1.09 102.05 1.43 ---- ----- ----- ----- 1.43 15.25 1.09 102.04 1.43 ----- ----- ----- ----- 1.43 15.27 1.08 102.04 1.43 ----- ----- ----- ---- 1.43 15.28 1.08 10203 1.43 ----- ----- ----- ----- 1.43 15.30 1.07 102.03 1.43 ----- ----- ----- ----- 1.43 15.32 1.07 102.02 1.43 ----- ---- ----- ----- 1.43 15.33 1.06 102.02 1.42 ---- ----- ----- ----- 1.42 15.35 1.06 102.01 1.42 ----- ----- ----- ----- ----- 1.42 15.37 1.05 102.01 1.42 ----- ----- ----- ----- 1.42 15.38 1.05 102.00 1.42 ----- ----- ----- ----- 1.42 15.40 1.04 102.00 1.42 ----- ----- ----- ----- 1.42 Continues on next page... Page 11 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy.B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 15.42 1.03 101.99 1.42 ----- ----- ----- ----- ----- 1.42 15.43 1.03 101.98 1.41 ----- ---- ----- 1.41 15.45 1.02 101.98 1.41 ----- ---- ---- - -- ----- 1.41 15.47 1.02 101.97 1.41 ----- ----- ---- ---- ----- 1.41 15.48 1.01 101.96 1.41 ----- ----- ----- ----- 1.41 15.50 1.01 101.95 1.40 ---- ----- ----- ----- 1.40 15.52 1.00 101.94 1.40 ----- ----- ----- ----- 1.40 ____ 40 15.53 1.00 101.94 1.40 ---- ----- ----- 1.39 ___ ----- 15.55 0.99 101.93 1.39 -=--- ---- ----- 1.39 15.57 0.98 101.92 1.39 --- ----- ---- 1.39 ----- ----- 15.58 0.98 101.91 1.39 --- ---- ----- 1.39 15.60 0.97 101.90 1.39 ----- ----- ----- 1.39 15.62 0.97 101.90 1.38 --- ---- --- ---- --- 1.38 15.63 0.96 101.89 1.38 ----- ----- ----- --- 1.38 15.65 0.96 101.88 1.38 --- ----- ---- 1.38 15.67 0.95 101.87 1.38 ----- ----- ----- ----- ----- 1.38 15.68 0.95 101.86 1.37 ----- ----- ----- ----- ----- 1.37 15.70 0.94 101.85 1.37 ----- ----- ----- ----- 1.37 15.72 . 0.93 101.84 1.37 ----- ----- ----- ----- ----- 1.37 15.73 0.93 101.84 1.36 ----- ----- ----- ---- ----- 1.36 15.75 0.92 101.83 1.36 ---- ---- ----- 1.36 15.77 0.92 101.82 1.36 ----- ----- ---=- ----- ----- 1.36 15.78 0.91 101.81 1.36 ----- ---- ----- ----- 1.36 15.80 0.91 101.80 1.35 ----- ----- ----- ----- ----- 1.35 15.82 0.90 101.79 1.35 ----- ----- ----- ----- 1.35 15.83 0.90 101.78 1.35 ----- ----- ----- ----- 1.35 15.85 0.89 101.77 1.34 ----- ----- ----- ----- 1.34 15.87 0.88 101.76 1.34 ----- ----- ---- ----- ----- 1.34 15.88 0.88 101.75 1.34 ----- ----- ----- 1.34 15.90 0.87 101.75 1.34 ----- ---- ----- ----- 1.34 15.92 0.87 101.74 1.33 ----- ----- ----- 1.33 15.93 0.86 101.73 1.33 ---- ----- ----- 1.33 15.95 0.86 101.72 1.33 ----- ----- ----- ----- 1.33 15.97 0.85 101.71 1.32 ----- ----- ----- ----- 1.32 15.98 0.85 101.70 1.32 -- ---- ----- 1.32 ----- ----- 16.00 0.84 101.69 1.32 ----- ----- ----- ---- 1.32 16.02 0.83 101.68 1.31 ----- ---- ----- ----- 1.31 : 16.03 0.83 101.67 1.31 ----- ----- ---- ----- 1.31 ----- 16.05 0.82 101.66 1.31 ----- ----- ----- ----- 1.31 16.07 0.82 101.65 1.30 ---- ---- ----- 1.30 16.08 0.81 101.64 1.30 ----- ----- ----- ----- 1.30 16.10 0.81 101.63 1.30 ----- ----- ---- ----- 1.30 16.12 0.80 101.62 1.29 ----- ----- ----- ----- ----- 1.29 16.13 0.80 101.61 1.29 ----- ----- ----- ----- ----- 1.29 16.15 0.80 101.60 1.29 ----- ----- ----- ----- 1.29 16.17 0.79 101.59 1.28 ----- ----- ----- ----- 1.28 16.18 0.79 101.58 1.28 ----- ---- ----- ----- 1.28 16.20 0.78 101.57 1.28 ----- ---- ----- ---- 1.28 16.22 0.78 101.56 1.27 ----- ----- ----- 1.27 16.23 0.78 101.55 1.27 ----- --- ----- ----- 1.27 Continues on next page... Page 12 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 16.25 0.77 10-1.54 1.27 ---- ----- ----- 1.27 16.27 0.77 101.53 1.26 ---- ----- ----- ----- ----- 1.26 16.28 0.77 101.52 1.26 ----- ----- ----- ---- ----- 1.26 16.30 0.77 101.51 1.25 ----- ----- ---- ----- 1.25 16.32 0.76 101.50 1.25 ----- ---- ----- ----- 1.25 16.33 0.76 101.49 1.25 ----- ----- ----- ----- 1.25 16.35 0.76 101.48 1.24 ----- ----- ----- ---- ----- 1.24 16.37 0.75 101.47 1.24 ----- ----- ----- ----- ----- 1.24 16.38 0.75 101.46 1.24 ----- ---- ---- ----- 1.24 ----- 16.40 0.75 101.46 1.23 ----- ----- ----- ----- 1.23 16.42 0.75 101.45 1.23 ---- ----- ----- 1.23 16.43 0.74 101.44 1.23 ----- ----- ----- ----- 1.23 16.45 0.74 101.43 1.22 ----- ----- ----- 1.22 16.47 0.74 101.42 1.22 ---- ----- ----- 1.22 16.48 0.74 101.41 1.22 ----- ----- ----- ----- 1.22 16.50 0.73 101.40 1.21 ----- ----- ----- ----- ----- 1.21 16.52 0.73 101.39 1.21 ----- ---- ---- ----- 1.21 16.53 0.73 101.38 1.21 ----- ----- ----- ----- 1.21 16.55 0.73 101.37 1.20 ----- ---- ----- 1.20 16.57 0.72 101.36 1.20 ----- ----- ---- ----- 1.20 16.58 0.72 101.35 1.20 ----- ---- ----- ----- 1.20 ---- - 16.60 0.72 101.34 1.19 ---- ----- ----- 1.19 16.62 0.72 101.33 1.19 ----- ---- --- ----- 1.19 16.63 0.72 101.32 1.18 ----- ----- ____ ___-- 1.18 16.65 0.71 101.31 1.18 ----- ----- ----- 1.18 16.67 0.71 1-01.30 1.18 - ----- ----- ----- ----- 1.18 16.68 0.71 101.29 1.17 ----- ----- ----- ----- 1.17 16.70 0.71 101.28 1.17 ----- ----- ----- ----- 1.17 16.72 0.70 101.27 1.17 ----- ----- ----- ----- ----- 1.17 16.73 0.70 101.27 1.16 ---- ----- ----- ---- 1.16 16.75 0.70 101.26 1.16 ----- ----- ----- 1.16 16.77 0.70 101.25 1.16 ----- ----- ----- ---- 1.16 16.78 0.69 101.24 1.15 ----- ----- ----- ----- 1.15 16.80 0.69 101.23 1.15 ----- ----- ----- ----- 1.15 16.82 0.69 101.22 1.15 ----- ----- ----- ----- 1.15 16.83 0.69 101.21 1.14 ----- ----- ----- ----- ----- 1.14 16.85 0.68 101.20 1.14 ---- ----- ----- ----- ---- 1.14 16.87 0.68 101.19 1.13 -- ----- ----- ----- 1.13 16.88 0.68 101.18 1.13 ---- ----- ----- 1.13 16.90 0.68 101.17 1.13 ---- ----- ---- 1.13 16.92 0.67 101.16 1.12 ---- ----- ----- ----- 1.12 16.93 0.67 101.16 1.12 ----- ----- ----- ----- 1.12 16.95 0.67 101.15 1.12 ----- ----- ----- ----- ----- 1.12 16.97 0.67 101.14 1.11 ----- ----- ----- ----- 1.11 16.98 0.66 101.13 1.11 ----- ----- ----- ----- 1.11 17.00 0.66 101.12 1.11 ----- ----- --- ----- 1.11 17.02 0.66 101.11 1.10 ----- ---- ----- ----- 1.10.. 17.03 0.66 101.10 1.10 ----- ---- ----- ----- 1.10 17.05 0.65 101.09 1.09 ----- ----- ----- 1.09 17.07 0.65 101.08 1.09 ----- ----- ----- ----- 1.09 Continues on next page... Page 13 det,basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 17.08 0.65 10 ---- ---- ----- ---------- ----- 1.09 - 1.09 ----- 1.08 17.10 0.65 101.07 1.08 --- ----- ----- 17.12 0.64 101.06 1.08 ----- 17.13 0.64 101.05 1.08 ----- 17.15 0.64 101.04 1.07 ----- --- 17.17 0.64 101.03 1.07 ----- 17.18 0.63 101.02 1.07 -- _ _ 1.06 17.20 0.63 101.01 1.06 -- --- -`- 1.06 17.22 0.63 101.01 1.06 ---- 17.23 0.63 101.00 1.0 --- ---- --- 17.25 0.62 100.99 1.05 ---- ----- 17.27 0.62 100.98 1.05 ----- ----- 17.28 0.62 100.97 1.04 ----- 17.30 0.62 100.96 1.04 ---- ---- 17.32 0.61 100.96 1.0 ---- 17.33 0.61 100.95 1.03 ----- ----- 17.35 0.61 100.94 1.03 ---- 17.37 0.61 100.93 1.03 ----- 17.38 0.61 100.92 1.02 ----- 17.40 0.60 100.91 1.02 ----- 17.42 0.60 100.90 1.01 ----- ----- 17.43 0.60 100.90 1.01 ----- 17.45 0.60 100.89 1.01 ----- ----- ---- ----, ----- ----- ----- 1.00 17.47 0.59 100.88 1.00 ----- ----- 1.00 17.48 0.59 100.87 1.00 ----- ----- ----- 17.50 0.59 100.86 1.00 --- 17.52 0.59 100.86 0.99 ----- ----- ----- ----- ----- 0.99 17.53 0.58 100.85 0.99 ----- -- --- ----- ----- 0.99 17.55 0.58 100.84 0.99 ----- ----- ---- ----- 0.99 17.57 0.58 100.83 0.98 ----- ---- ----- ----- 0.98 17.58 0.58 100.82 0.98 ----- ---- -=- ----- ----- 0.98 17.60 0.57 100.81 0.98 ----- ---- ---- ----- ----- 0.98 � 17.62 0.57 100.81 0.97 ----- ----- ----- ----- ----- 0.97 17.63 0.57 100.80 0.97, ----- ----- ----- ---- ----- 0.97 17.65 0.57 100.79 0.96 ----- ----- ----- ----- ----- 0.96 0.96 17.67 0.56 100.78 0.96 ----- ----- 17.68 0.56 100.77 0.96 ----- ----- ---- 17.70 0.56 100.77 0.95 --- ----- 1772 0.56 100.76 0.95 --- ----- ---- ----- -- 0.95 17.73 0.55 100.75 0.94 ---- ----- ----- ----- --- - 0.94 17.75 0.55 100.74 0.94 ----- ----- ----- ----- -- 0.94 17.77 0.55 100.74 0.94 ----- ----- ---- ----- --- - 0.94 17.78 0.55 100.73 0.93 ----- ----- ----- ----- --- - 0.93 17.80 0.54 100.72 0.93 ----- ---- ----- -- 0.93 17.82 0.54 100.71 0.93 ----- ----- ---- ----- --- - 0.93 17.83 0.54 100.70 0.92 ----- ---- 17.85 0.54 100.70 0.92 ----- ----- ----- -- 0.92 17.87 0.53 100.69 0.91 ----- ----- ---- ----- --- - 0.91 0.91 17.88 0.53 100.68 0.91 ---- 17.90 0.53 100.67 0.91 ----- --- Continues on next page... det.basin#2 Page 14 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy.B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 17.92 0.53 100.67 0.90 ----- ----- ----- ----- ---- 0.90 17.93 0.52 100.66 0.90 ----- ----- ----- ----- ----- 0.90 17.95 0.52 100.65 0.90 ----- ----- ----- ----- ----- 0.90 17.97 0.52 100.64 0.89 ----- ----- ----- ----- ----- 0.89 17.98 0.52 100.64 0.89 ----- ----- ----- ----- ----- 0.89 18.00 0.51 100.63 0.89 ----- ----- ---- ----- ---- 0.89 18.02 0.51 100.62 0.88 ---- ----- ----- ----- ----- 0.88 18.03 0.51 100.61 0.88 ---- --- --- ---- ----- 0.88 18.05 0.51 100.61 0.87 ----- ----- ----- ---- ----- 0.87 18.07 0.50 100.60 0.87 - ----- ----- ----- ---- ----- 0.87 18.08 0.50 100.59 0.87 ----- ----- ---- ----- ----- 0.87 18.10 0.50 100.58 0.86 ---- ----- ----- ----- ----- 0.86 18.12 0.50 100.58 0.86 ----- ----- ----- ----- ----- 0.86 18.13 0.50 100.57 0.86 ----- ----- ---- ----- ----- 0.86 18.15 0.50 100.56 0.85 ---- --- ---- ---- ----- 0.85 18.17 0.49 100.56 0.85 --- --- -- ----- ----- 0.85 18.18 0.49 100.55 0.84 ---- ---- ---- ----- ----- 0.84 18.20 0.49 100.54 0.84 ----- ----- ----- ----- ----- 0.84 18.22 0.49 100.53 0.84 ----- ----- ----- ----- ---- 0.84 18.23 0.49 100.53 0.83 ----- ----- ---- ----- ----- 0.83 18.25 0.49 100.52 0.83 ----- ----- ----- ----- ----- 0.83 18.27 0.49 100.51 0.82 ----- ----- ----- ----- ----- 0.82 18.28 0.49 100.51 0.82 ----- ----- ----- ---- ----- 0.82 18.30 0.48 100.50 0.82 ----- ----- ---- ----- ----- 0.82 18.32 0.48 100.49 0.81 ----- ----- ---- ----- ----- 0.81 18.33- 0.48 100.49 0.81 ----- ----- ----- ----- ----- 0.81 18.35 0.48 100.48 0.81 ----- ----- ----- ----- ----- 0.81 18.37 0.48 100.47 0.80 ---- ----- ----- ----- ----- 0.80 18.38 0.48 100.47 0.80 ---- ----- ----- ----- ----- 0.80 18.40 0.48 100.46 0.80 ----- ----- ----- ---- ----- 0.80 18.42 0.48 100.46 0.79 ----- ----- ---=- ----- ----- 0.79 18.43 0.48 100.45 0.79 ----- ----- ----- ----- ----- 0.79 18.45 0.48 100.44 0.79 ----- ----- ----- ----- ----- 0.79 18.47 0.48 100.44 0.78 ----- ----- ----- ----- ----- 0.78 18.48 0.48 100.43 0.78 --- ----- ----- ----- ----- 0.78 18.50 0.47 100.42 0.78 ----- ----- --- ----- ----- 0.78 18.52 0.47 100.42 0.77 ----- ----- ----- ----- ----- 0.77 18.53 0.47 100.41 0.77 ----- ----- ----- ----- ----- 0.77 18.55 0.47 100.41 0.77 ---- ----- ----- ----- ----- 0.77 18.57 0.47 100.40 0.76 --- ---- ----- ----- ---- 0.76 18.58 0.47 100.40 0.76 ----- ---- ----- ---- ----- 0.76 18.60 0.47 100.39 0.75 ----- ----- ----- ----- ----- 0.75 18.62 0.47 100.38 0.75 ----- ----- ----- ----- ----- 0.75 18.63 0.47 100.38 0.74 ----- ----- ----- ----- ----- 0.74 18.65 0.47 100.37 0.74 ---- ----- ----- ----- ----- 0.74 18.67 0.47 100.37 0.73 ---- ----- ----- ----- ----- 0.73 18.68 0.47 100.36 0.73 ----- ----- ----- ----- ----- 0.73 18.70 0.47 100.36 0.72 --- ---- ----- ----- ----- 0.72 18.72 0.46 100.35 0.72 ---- ----- ----- ----- ----- 0.72 18.73 0.46 100.35 0.71 ----- ----- ----- ----- ----- 0.71 Continues on next page... det.basin#2 Page 15 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 18.75 0.46 100.34 0.71 ----- ----- ----- ----- ----- 0.71 18.77 0.46 100.34 0.70 ----- ---- ----- ----- 0.70 18.78 0.46 100.33 0.70 ----- ----- ----- ---- 0.70 18.80 0.46 100.33 0.69 --- --- ----- ----- 0.69 18.82 0.46 100.32 0.69 ----- ---- ----- ----- 0.69 18.83 0.46 100.32 0.69 ---- ----- ---- ----- ----- 0.69 18.85 0.46 100.31 0.68 ---- ---- ----- ---- 0.68 18.87 0.46 100.31 0.68 --- ----- ----- ----- ----- 0.68 18.88 0.46 100.31 0.67 ---- ----- ----- ----- ----- 0.67 18.90 0.46 100.30 0.67 ----- 0.67 18.92 0.46 100.30 0.67 ------ ----- ---- ----- ----- 0.67 18.93 0.46 100.29 0:66 ---- _-__ ----- ----- 0.66 18.95 0.45 100.29 0.66 ---- --- --- ----- ----- 0.66 18.97 0.45 100.28 0.65 ----- ----- ----- ----- ----- 0.65 18.98 0.45 100.28 0.65 ----- ----- ----- ----- ----- 0.65 19.00 0.45 100.28 0.65 ----- ----- ----- ---- ----- 0.65 19.02 0.45 100.27 0.64 -- ---- ----- ---- ---- 0.64 19.03 0.45 100.27 0:64 --- --- ---_ _____ ----- 0.64 19.05 0.45 100.27 0.64 ----- ----- ----- ----- ----- 0.64 19.07 0.45 100.26 0.63 ----- ----- ----- ----- ----- 0.63 19.08 0.45 100.26 0.63 ----- ----- ----- 0.63 19.10 0.45 100.25 0.63 ----- ----- ----- ----- ----- 0.63 19.12 0.45 100.25 0.62 ----- ----- ----- ----- ---- 0.62 19.13 0.45 100.25 0.62 ----- ---- ---- ----- 0.62 19.15 0.45 100.24 0.62 ---- ----- ---- ---- ----- 0.62 19.17 0.45 100.24 0.61 -- ----- ----- ----- ----- 0.61 19.18 0.44 100.24 0.61 ---- ----- ----- ----- ----- 0.61 19.20 0.44 100.23 0.61 ----- ----- ----- ----- ----- 0.61 19.22 0.44 100.23 0.60 ---- ----- ----- ----- ----- 0.60 19.23 0.44 100.23 0.60 - - ----- ----- ----- ----- 0.60 19.25 0.44 100.22 0.60 ---- ----- ---=- ----- ----- 0.60 19.27 0.44 100.22 0.59 ----- ----- ----- ----- ---- 0.59 19.28 0.44 100.22 0.59 ---- ----- ----- ----- ----- 0.59 19.30 0.44 100.21 0.59 ---- ---- ----- ---- ----- 0.59 19.32 0.44 100.21 0.59 ----- ----- ----- ----- ----- 0.59 19.33 0.44 100.21 0.58 ---- ----- --- ----- ----- 0.58 19.35 0.44 100.21 0.58 ---- ----- ----- ----- ----- 0.58 19.37 0.44 100.20 0.58 ----- ----- ----- ----- ----- 0.58 19.38 0.44 100.20 0.58 ----- ----- ----- ----- ----- 0.58 19.40 0.43 100.20 0.57 ----- ---- ----- ----- ----- 0.57 19.42 0.43 100.19 0.57 ----- ----- ----- ----- ----- 0.57 19.43 0.43 100.19 0.57 ----- ----- --- ----- ----- 0.57 19.45 0.43 100.19 0.57 ----- --- ---- ---- ----- 0.57 19.47 0.43 100.19 0.57 ---- --- ----- ---- ----- 0.57 19.48 0.43 100.18 .0.57 -- ----- ----- ----- ----- 0.57 19.50 0.43 100.18 0.57 -- ---- ----- ----- ----- 0.57 19.52 0.43 100.18 0.56 --- ---- ----- ----- ----- 0.56 19.53 0.43 100.18 0.56 ----- --- ---- ----- ----- 0.56 19.55 0.43 100.17 0.56 --- ---- ----- ----- ----- 0.56 19.57 0.43 100.17 0.56 ---- ---- ---- ----- --- 0.56 _ Continues on next page... Page 16 det.basin#2 Hydrograph Discharge Table ✓ Time Inflow Elevation Culy.A Culy.B Culy.C Weir A Weir B Weir C Outflow Mrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 19.58 0.43 100.17 0.56 ----- ----- ----- ----- 0.56 19.60 0.43 100.17 0.56 ---- ----- ----- 0.56 19.62 0.43 100.16 0.56 ----- ----- ----- ----- 0.56 19.63 0.42 100.16 0.55 ----- ----- ----- ----- 0.55 19.65 0.42 100.16 0.55 ----- ---- ----- ---- 0.55 19.67 0.42 100.15 0.55 ----- ----- ----- ----- ----- 0.55 19.68 0.42 100.15 0.55 ----- ----- ----- ----- ----- 0.55 19.70 0.42 100.15 0.55 ----- ----- ----- ----- 0.55 19.72 0.42 100.15 0.55 ----- ----- ----- ----- 0.55 19.73 0.42 100.14 0.55 ____ ----- ----- ----- ----- 0.55 19.75 0.42 100.14 0.55 ----- ----- --- ----- ----- 0.55 19.77 0.42 100.14 0.54 ----- ---- ----- ----- 0.54 19.78 0.42 100.14 0.54 ----- --- --- ---- ----- 0.54 19.80 0.42 100.13 0.54 ----- ----- ----- ---- 0.54 19.82 0.42 100.13 0.54 -- ---- ----- ----- 0.54 19.83 0.42 100.13 0.54 ---- ---- ----- ----- 0.54 19.85 0.41 100.13 0.54 ----- -- ---- ----- 0.54 19.87 0.41 100.12 0.54 -- -- ----- ---- ---- 0.54 19.88 0.41 100.12 0.54 --- ---- ----- 0.54 19.90 0.41 100.12 0.53 ----- ----- ----- ----- ----- 0.53 19.92 0.41 100.12 0.53 ----- ----- ----- ----- 0.53 19.93 0.41 100.11 0.53 ----- ----- ----- ----- 0.53 19.95 0.41 100.11 0.53 ----- ----- ---- ----- ----- 0.53 19.97 0.41 100.11 0.53 ----- ----- ----- ----- 0.53 19.98 0.41 100.11 0.53 ----- ----- ---- ---- ----- 0.53 20.00 0.41 100.11 0.53 ----- ---- ----- ----- 0.53 - 20.02 0.41 100.10 0.53 ----- ----- ---- ----- 0.53 20.03 0.41 100.10 0.52 ----- ----- ----- 0.52 20.05 0.41 100.10 0.52 ----- ----- ----- ----- ----- 0.52 20.07 0.41 100.10 0.52 ----- ----- ----- ----- 0.52 ----- ----- 20.08 0.40 100.09 0.52 ----- ----- ----- 0.52 20.10 0.40 100.09 0.52 ----- ---- ----- ----- 0.52 20.12 0.40 100.09 0.52 ----- ---- ----- ---- 0.52 20.13 0.40 100.09 0.52 ---- ---- ----- ----- 0.52 20.15 0.40 100.08 0.52 ---- --- ----- ----- 0.52 20.17 0.40 100.08 0.51 -� ----- ----- ----- ----- 0.51 20.18 0.40 100.08 0.51 ---- _-__ ----- 0.51 20.20 0.40 100.08 0.51 ----- ----- ----- ----- ----- 0.51 20.22 0.40 100.08 0.51 ----- ---- ---- ----- 0.51 20.23 0.40 100.07 0.51 ----- ----- ----- ----- 0.51 20.25 0.40 100.07 0.51 ----- ----- ----- ---- 0.51 20.27 0.40 100.07 0.51 ---- ----- ----- ----- 0.51 20.28 0.40 100.07 0.51 ---- ---- ---- ---- ----- 0.51 20.30 0.39 100.06 0.51 ---- ----- ----- ----- 0.51 20.32 0.39 100.06 0.50 ---- --- ----- ----- 0.50 20.33 0.39 100.06 0.50 ----- ----- --- - ----- 0.50 20.35 0.39 100.06 0.50 ----- ---- ----- ----- 0.50 20.37 0.39 100.06 0.50 ----- ----- ----- ----- 0.50 20.38 0.39 100.05 0.50 ----- ----- ----- ----- 0.50 20.40 0.39 100.05 0.50 ----- ----- ----- 0.50 Continues on next page... Page 17 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow Mrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 20.42 0.39 100.05 0.50 ----- ----- ----- ----- ----- 0.50 20.43 0.39 100.05 0.50 ----- ----- ----- ----- ----- 0.50 20.45 0.39 100.04 0.50 ---- ----- ----- 0.50 20.47 0.39 100.04 0.49 --- ---- ----- 0.49 ----- ----- 20.48 0.39 100.04 0.49 -- ----- ----- 0.49 20.50 0.39 100.04 0.49 ----- ----- ----- 0.49 20.52 0.39 100.04 0.49 ---- ----- ---- ----- 0.49 20.53 0.38 100.03 0.49 ----- ----- ----- ----- 0.49 20.55 0.38 100.03 0.49 --- ---- ----- ----- 0.49 20.57 0.38 100.03 0.49 ----- ---- ----- ----- 0.49 20.58 0.38 100.03 0.49 ----- ----- ----- ----- 0.49 20.60 0.38 100.03 0.49 ----- ---- ----- ----- 0.49 20.62 0.38 100.02 0.48 ----- ----- ----- ----- 0.48 20.63 0.38 100.02 0.48 ----- ----- --- ---- 0.48 20.65 0.38 100.02 0.48 ----- ---- ----- 0.48 20.67 0.38 100.02 0.48 ---- ---- ----- 0.48 20.68 0.38 100.01 0.48 ---- ---- ----- ----- 0.48 20.70 0.38 100.01 0.48 ----- ----- ---- ----- ----- 0.48 20.72 0.38 100.01 0.48 ----- ----- ----- ---- 0.48 20.73 0.38 100.01 0.48 ---- ----- ----- 0.48 20.75 0.37 100.01 0.48 ----- ----- ----- ----- 0.48 20.77 0.37 100.00 0.48 ----- ---- ----- ----- 0.48 20.78 0.37 100.00 0.47 ----- ----- ----- ----- 0.47 20.80 0.37 100.00 0.47 ----- ----- ----- ----- 0.47 20.82 0.37 100.00 0.47 ---- ----- ----- 0.47 20.83 0.37 99.99 0.47 ----- ----- ----- ----- 0.47 20.85 0.37 99.99 0.47 ---- ----- ----- ----- ----- 0.47 2087. 0.37 99.98 0.46 ----- ---- ---- ---=- 0.46 20.88 0.37 99.98 0.46 ----- ----- ----- ----- 0.46 ----- ----- ----- 0.46 20.90 0.37 99.97 0.46 ----- ----- -=--- ----- ----- 0.4 20.92 0.37 99.97 0.46 ----- 5 20.93 0.37 99.96 0.45 ----- ----- ----- ----- 0.45 20.95 0.37 99.96 0.45 ----- ----- ---- ----- 0.45 20.97 0.36 99.95 0.45 ----- ----- ---- ----- 0.45 20.98 0.36 99.95 0.45 ----- ----- ---- ----- 0.45 21.00 0.36 99.94 0.44 ----- ---- ----- ----- 0.44 21.02 0.36 99.94 0.44 ----- ---- ----- ----- 0.44 21.03 0.36 99.93 0.44 ----- ----- ----- ----- 0.44 21.05 0.36 99.93 0.44 ----- ----- ----- ----- ----- 0.44 21.07 0.36 99.93 0.44 ----- ---- ----- ----- 0.44 21.08 0.36 99.92 0.43 ----- --- ----- ----- 0.43 21.10 0.36 99.92 0.43 ----- ----- ---- ----- 0.43 21.12 0.36 99.91 0.43 --- ---- ----- ---- 0.43 21.13 0.36 99.91 0.43 --- ----- ---- 0.43 21.15 0.36 99.91 0.43 _M_ ---- ----- ----- ----- 0.43 21.17 0.36 99.90 0.42 ---- ----- ----- ----- 0.42 21.18 0.35 99.90 0.42 ----- ----- ----- ----- 0.42 21.20 0.35 99.90 0.42 ----- ----- ----- ----- 0.42 21.22 0.35 99.89 0.42 ----- ----- ----- ----- 0.42 21.23 0.35 99.89 0.42 ----- ----- ----- ----- 0.42 Continues on next page... Page 18 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 21.25 0.35 99.88 0.41 ----- ----- ----- ----- ----- 0.41 21.27 0.35 99.88 0.41 ----- ----- ----- ----- 0.41 21.28 0.35 99.88 0.41 ----- ----- ----- ---- 0.41 21.30 0.35 99.88 0.41 --- ---- ----- ----- 0.41 21.32 0.35 99.87 0.41 ----- ---- ----- ----- 0.41 21.33 0.35 99.87 0.41 -- ----- --- ----- ----- 0.41 21.35 0.35 99.87 0.40 ----- ----- ----- ----- 0.40 21.37 0.35 99.86 0.40 ----- ----- ----- ----- 0.40 21.38 0.35 99.86 0.40 ----- ----- ----- ----- ----- 0.40 21.40 0.35 99.86 0.40 ----- ----- ----- ----- 0.40 21.42 0.34 99.85 0.40 ----- ----- ----- ----- 0.40 21.43 0.34 99.85 0.40 ---- -- ----- ---- ----- 0.40 21.45 0.34 99.85 0.39 --- ---- ---- ----- 0.39 21.47 0.34 99.85 0.39 --- ---- ----- ----- 0.39 21.48 0.34 99.84 0.39, �- ----- ----- ----- ----- 0.39 21.50 0.34 99.84 0.39 ----- ----- ----- ----- 0.39 21.52 0.34 99.84 0.39 ----- ----- ----- ----- 0.39 21.53 0.34 99.83 0.39 ----- ----- ----- ----- 0.39 21.55 0.34 99.83 0.39 ----- ----- ----- ----- 0.39 21.57 0.34 99.83 0.38 ----- ----- ----- ----- 0.38 21.58 0.34 99.83 0.38 ----- ----- ----- ----- 0.38 21.60 0.34 99.82 0.38 ----- ---- ----- ----- 0.38 21.62 0.34 99.82 0.38 ----- ----- ----- ---- 0.38 21.63 0.33 99.82 0.38 ----- ----- ----- ----- 0.38 21.65 0.33 99.82 0.38 ---- ----- ----- ----- ---- 0.38 21.67 0.33 99.82 0.38 ----- ----- ----- ----- ----- 0.38 21.68 0.33 99.81 0.37 ----- ----- ---- ----- ---__ 0.37 21.70 0.33 99.81 0.37 ----- ---- ----- ----- -- 21.72 0.33 99.81 0.37 ----- ---- ---- ----- ----- 0.37 . 21.73 0.33 99.81 0.37 ----- ---- ----- ----- 0.37 21.75 0.33 99.80 0.37 ----- ----- ----- ----- ----- 0.37 21.77 0.33 99.80 0.37 ----- --- ---- ----- ----- 0.37 21.78 0.33 99.80 0.37 --- ----- ---- ----- ----- 0.37 21.80 0.33 99.80 0.37 ---- ----- ----- ----- ----- 0.37 21.82 0.33 99.80 0.36 ---- ----- ----- ----- ----- 0.36 21.83 0.33 99.79 0.36 ----- ---- ---- ----- 0.36 21.85 0.32 99.79 0.36 ----- ----- ---- ----- ----- 0.36 21.87 0.32 99.79 0.36 ---- ----- ---- ----- ----- 0.36 21.88 0.32 99.79 0.36 ----- ----- ---- ----- 0.36 21.90 0.32 99.79 0.36 ----- ----- ----- ----- ----- 0.36 21.92 0.32 99.78 0.36 ---- ----- ----- ----- ----- 0.36 21.93 0.32 99.78 0.36 ----- ----- ----- ----- ----- 0.36 21.95 0.32 99.78 0.35 ---- ----- ----- ----- ----- 0.35 21.97 0.32 99.78 0.35 ---- ----- ----- ----- ----- 0.35 21.98 0.32 99.78 0.35 ----- ----- ----- ----- ---- 0.35 22.00 0.32 99.78 0.35 ---- ----- ----- ----- ----- 0.35 22.02 0.35 99.77 0.35 ----- ----- ----- ----- ----- 0.35 22.03 0.39 99.78 0.35 ----- ----- ----- ----- 0.35 22.05 0.42 99.78 0.35 ----- ----- ----- ----- ----- 0.35 22.07 0.46 99.78 0.36 ----- ----- --- ----- ----- 0.36 Continues on next page... Page 19 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 22.08 0.44 99.79 0.36 ----- ----- ----- ----- 0.36 22.10 0.43 99.79 0.36 ---- ---- ----- 0.36 22.12 0.42 99.80 0.36 ---- ----- ----- ----- 0.3 22.13 0.41 99.80 0.37 --- ---- ----- 0.377 22.15 0.39 99.80 0.37 ----- --- --- ----- 0.37 22.17 0.38 99.80 0.37 ---- ----- ----- 0.37 22.18 0.36 99.80 0.37 ---- ----- ----- 0.37 22.20 0.37 99.80 0.37 ----- ----- ----- 0.37 ----- ----- 22.22 0.37 99.80 0.37 ----- ----- ----- ----- ----- 0.37 22.23 0.37 99.80 0.37 ----- ----- ----- 0.37 22.25 0.37 99.80 0.37 ----- ----- ----- ----- 0.37 22.27 0.36 99.80 0.37 ----- ---- ---- 0.37 22.28 0.36 99.80 0.37 ---- ----- ----- ----- 0.37 22.30 0.36 99.80 0.37 ---- --- --_ -__ ----- 0.37 22.32 0.36 99.80 0.37 ---- --- --_ __-- ---- 0.37 22.33 0.35 99.80 0.37 ----- ----- ----- ----- 0.37 22.35 0.35 99.80 0.37 ----- ----- ----- ----- 0.37 22.37 0.35 99.80 0.36 ----- ----- ---- ----- 0.36 22.38 0.35 99.80 0.36 ----- ----- ----- 0.36 22.40 0.34 99.80 0.36 ----- ---- ----- ----- 0.36 22.42 0.34 99.79 0.36 --- ---- ----- ---- 0.36 22.43 0.34 99.79 0.36 ----- -- - ----- ---- 0.36 22.45 0.34 99.79 0.36 --- ---- --- ---- ---- 0.36 22.47 0.33 99.79 0.36 ---- ----. -- ----- ----- 0.36 22.48 0.33 99.79 0.36 ----- ----- ---- ----- 0.36 22.50 0.33 99.79 0.36 ----- ----- ----- ----- 0.36 22.52 0.33 99.79 0.36 ----- ---- ----- ----- 0.36 22.53 0.32 99.78 0.36 ----- ----- ----- ----- 0.36 22.55 0.32 99.78 0.36 ----- ----- ----- ----- ----- 0.36 22.57 0.32 99.78 0.35 ---- ----- ----- ----- - 0.35 22.58 0.32 99.78 0.35 ----- ----- ----- ----- ----- 0.35 22.60 0.32 99.78 0.35 ----- --- ----- ----- 0.35 22.62 0.32 99.78 0.35 ----- ----- ----- ---- ----- 0.35 22.63 0.32 99.77 0.35 ---- ----- 0.35 ----- ----- ----- 22.65 0.32 99.77 0.35 --- ----- ----- ----- 0.35 22.67 0.32 99.77 0.35 ----- ----- ----- ----- ----- 0.35 22.68 0.32 99.77 0.35 ----- ----- ----- ----- 0.35 22.70 0.32 99.77 0.35 ----- ---- ---- ----- 0.35 22.72 0.31 99.77 0.34 ---- ---- --_ __-- 0.34 22.73 0.31 99.76 0.34 --- ---- ---- ----- 0.34 22.75 0.31 99.76 0.34 ----- ----- 0.34 22.77 0.31 99.76 0.34 ----- ---- ----- ---- 0.34 22.78 0.31 99.76 0.34 ---- ----- ----- ----- 0.34 22.80 .0.31 99.76 0.34 ----- --- ----- ----- 0.34 22.82 0.31 99.76 0.34 ----- ----- ----- =---- 0.34 22.83 0.31 99.76 0.34 ---- ----- ----- ----- 0.34 22.85 0.31 99.75 0.34 ---- ----- ----- ----- 0.34 22.87 0.31 99.75 0.34 ----- ----- ----- 0.34 22.88 0.31 99.75 0.33 ----- ----- ----- ----- ----- 0.33 22.90 0.31 99.75 0.33 ----- ---- ----- ----- 0.33 Continues on next page... Page 20 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy.B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 22.92 0.31 99.75 0.33 ----- ----- ----- ----- 0.33 22.93 0.31 99.75 0.33 ----- ----- ----- ----- 0.33 22.95 0.31 99.75 0.33 ----- ----- ----- ----- 0.33 22.97 0.31 99.74 0.33 ----- ----- ----- ----- 0.33 22.98 0.31 99.74 0.33 -- ---- ----- ----- ----- 0.33 23.00 - 0.31 99.74 0.33 ----- ----- --- ----- 0.33 23.02 0.30 99.74 0.33 ----- ----- ----- ----- 0.33 23.03 0.30 99.74 0.33 ---- ---- ----- ----- ----- 0.33 23.05 0.30 99.74 0.33 ----- -=--- ----- ----- 0.33 23.07 0.30 99.74 0.32 ----- ----- ----- ----- 0.32 23.08 0.30 99.74 0.32 ---- ----- ---- ----- ----- 0.32 23.10 0.30 99.73 0.32 -- ---- -- ----- -- -- 0.32 23.12 0.30 99.73 0.32 ----- --- ----- ----- 0.32 23.13 0.30 99.73 0.32 ----- ----- --- ----- ----- 0.32 23.15 0.30 99.73 0.32 ----- ----- --- ----- ----- 0.32 23.17 0.30 99.73 0.32 ----- ----- ----- ----- 0.32 23.18 0.30 99.73 0.32 ---- ---- ----- ----- ---- 0.32 23.20 0.30 99.73 0.32 ----- ----- ----- ----- ----- 0.32 23.22 0.30 99.73 0.32 ----- ----- ----- ----- ----- 0.32 23.23 0.30 99.73 0.32 ----- ----- ----- ----- 0.32 23.25 0.30 99.72 0.32 ----- ----- ----- ----- 0.32 23.27 0.30 99.72 0.32 ---- ----- ----- ---- ---- 0.32 23.28 0.30 99.72 0.31 --- ----- ----- ---- ----- 0.31 23.30 0.30 99.72 0.31 ---- ----- ----- ---- ----- 0.31 23.32 0.29 99.72 0.31 ----- ---- ----- ---- 0.31 23.33 0.29 99.72 0.31 --- ----- ----- ----- ----- 0.31 23.35 0.29 99.72 0.31 ----- ----- ----- ----- ----- 0.31 23.37 0.29 99.72 0.31 ----- ----- ----- ----- 0.31 23.38 0.29 99.72 0.31 ----- ---- ----- ----- 0.31 23.40 0.29 99.72 0.31 -=--- ----- ----- ----- 0.31 23.42 0.29 99.71 0.31 ----- ---- --=-- ----- ----- 0.31 23.43 0.29 99.71 0.31 ----- ----- ----- ----- 0.31 23.45 0.29 99.71 0.31 --- ----- ---- ---- ----- 0.31 23.47 0.29 99.71 0.31 ----- ----- ----- ----- ----- 0.31 23.48 0.29 99.71 0.31 ----- ----- ----- ----- 0.31 23.50 0.29 99.71 0.31 --- ----- ----- --- ----- 0.31 23.52 0.29 99.71 0.31 ----- ----- ---- ---- ----- 0.31 2153 0.29 99.71 0.30 ----- ----- ----- ----- ----- 0.30 23.55 0.29 99.71 0.30 ---- ----- ----- ----- ----- 0.30 23.57 0.29 99.71 0.30 --- ----- ----- ---- ----- 0.30 23.58 0.29 99.70 0.30 ----- ----- -- ---- ----- 0.30 23.60 0.28 99.70 0.30 ----- ----- ----- ----- ----- 0.30 23.62 0.28 99.70 0.30 ---- ---- ----- ----- ----- 0.30 23.63 0.28 99.70 0.30 ---- ----- ----- ----- ----- 0.30 23.65 0.28 99.70 0.30 ----- ----- ---- ----- ----- 0.30 23.67 0.28 99.70 0.30 ----- ----- ----- ----- ----- 0.30 23.68 0.28 99.70 0.30 ----- ---- ----- ----- ----- 0.30 23.70 0.28 99.70 0.30 ----- ----- ----- ----- ----- 0.30 23.72 0.28 99.70 0.30 ----- ----- ---- ---- ----- 0.30 23.73 0.28 99.70 0.30 --- --- ---- ----- ----- 0.30 Continues on next page... Page 21 det.basin#2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 23.75 0.28 99.70 0.30 ---- ---- ----- ----- 0.30 23.77 0.28 99.70 0.30 ---- --- ----- ---- 0.30 23.78 0.28 99.69 0.29 -- ---- ---- ---- ---- 0.29 23.80 0.28 99.69 0.29 ----- ----- ----- ----- 0.29 23.82 0.28 99.69 0.29 ----- ---- ----- ----- 0.29 23.83 0.28 99.69 0.29 --- ---- ----- ----- ' 0.29 23.85 0.28 99.69 0.29 ---- ----- ----- ----- 0.29 23.87 0.28 99.69 0.29 ----- ----- --- ----- 0.29 23.88 0.28 99.69 0.29 ----- ----- ----- ----- 0.29 23.90 0.27 99.69 0.29 ----- ----- ----- ----- 0.29 23.92 0.27 99.69 0.29 ----- ---- ----- ----- 0.29 23.93 0.27 99.69 0.29 ----- ---- ----- ----- 0.29 23.95 0.27 99.69 0.29 ---- ----- ----- ----- 0.29 23.97 0.27 99.69 0.29 ----- ----- ---- ----- 0.29 23.98 0.27 99.68 0.29 ---- ----- ----- ----- 0.29 24.00 0.07 99.68 0.28 ----- ----- ----- ----- 0.28 ...End Reservoir Report Page 1 Reservoir No. 9 det. pond #2 Culvert/ Orifice Structures Weir Structures [A] [B] [C] [A] IB] [C] Rise(in) = 6.0 15.0 6.0 Crest Len (ft) = 0.0 0.0 0.0 Span (in) = 6.0 15.0 6.0 Crest El.(ft) = 0.00 0.00 0.00 No. Barrels = 1 1 1 Weir Coeff. = 3.00 3.00 3.00 Invert El.(ft) = 99.50 102.25 103.00 Eqn.Exp. = 1.50 1.50 1.50 Length (ft) = 0.0 0.0 0.0 Multi-Stage = No No No Slope(%) = 0.00 0.00 0.00 N-Value = .010 .010 .010 Orif. Coeff. = 0.60 0.60 0.60 Multi-Stage = ---- 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 Culy.A Culy. B Culy.C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 99.50 0.00 0.00 0.00 --- --- --- 0.00 0.1 56 99.55 0.15 0.00 0.00 --- --- --- 0.15 0.1 111 99.60 0.21 0.00 0.00 -- --- --- 0.21 0.2 167 99.65 0.26 0.00 0.00 --- --- --- 0.26 0.2 223 99.70 0.30 0.00 0.00 - -- --- 0.30 0.3 279 99.75 0.33 0.00 0.00 --- --- --- 0.33 0.3 334 99.80 0.37 0.00 0.00 --- --- --- 0.37 0.4 390 99.85 0.40 0.00 0.00 --- --- --- 0.40 0.4 446 99.90 0.42 0.00 0.00 --- --- --- 0.42 0.5 501 99.95 0.45 0.00 0.00 --- --- --- 0.45 0.5 557 100.00 0.47 0.00 0.00 -- --- -- 0.47 0.7 1,156 100.20 0.58 0.00 0.00 --- --- --- 0.58 0.9 1,756 100.40 0.76 0.00 0.00 --- --- --- 0.76 1.1 2,355 100.60 0.87 0.00 0.00 --- --- --- 0.87 1.3 2,954 100.80 0.97 0.00 0.00 --- --- 0.97 1.5 3,554 101.00 1.06 0.00 0.00 --- -- --- 1.06 1.7 4,153 101.20 1.14 .0.00 0.00 -- --- -- 1.14 1.9 4,752 101.40 1.21 0.00 0.00 --- --- --- 1.21 2.1 5,351 101.60 1.29 0.00 0.00 -- --- --- 1.29 2.3 5,951 101.80 1.35 0.00 0.00 --- --- --- 1.35 2.5 6,550 102.00 1.42 0.00 0.00 -- --- --- 1.42 2.7 7,473 102.20 1.48 0.00 0.00 -- --- --- 1.48 2.9 8,395 102.40 1.54 1.62 0.00 --- -- --- 3.16 3.1 9,318 102.60 1.60 2.47 0.00 --- --- --- 4.07 3.3 10,240 102.80 1.65 3.10 0.00 --- --- --- 4.75 3.5 11,163 103.00 1.70 3.62 0.00 --- --- --- 5.32 Continues on next page... `\ 104 `_— 106 108 r ' 134,851 s.f. CA 1 , f � / K v ' \ ------ --- s m -- 114 -- Page 2 det.pond#2 Stage / Storage / Discharge Table Stage Storage Elevation Culy.A Culy.B Culy.C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 3.7 12,086 103.20 1.76 4.07 0.30 - -- --- 6.13 3.9 13,008 103.40 1.81 4.48 0.42 -- -- --- 6.71 4.1 13,931 103.60 1.85 5.03 0.56 -- -- --- 7.44 4.3 14,853 103.80 1.90 5.68 0.70 - - 8.29 4.5 15,776 104.00 1.95 5.69 0.82 --- --- 8.45 4.6 16,367 104.10 1.97 6.23 0.87 - - --- 9.07 4.7 16,958 104.20 1.99 6.73 0.92 -- -- -- 9.64 4.8 17,548 104.30 2.02 7.05 0.97 --- --- --- 10.04 4.9 18,139 104.40 2.04 7.30 1.01 --- --- --- 10.35 5.0 18,730 104.50 2.06 7.53 1.06 --- -- --- 10.65 5.1 19,321 104.60 2.08 7.76 1.10 -- --- --- 10.94 5.2 19,912 104.70 2.10 7.98 1.14 -- -- -- 11.22 5.3 20,502 104.80 2.12 8.20 1.18 -- --- --- 11.50 5.4 21,093 104.90 2.15 8.41 1.21 - --- - 11.77 5.5 21,684 105.00 2.17 8.61 1.25 -_ __ -- 12.03 det.pond#2 Page 2 Stage/ Storage/ Discharge Table Stage Storage Elevation Culy.A Culy. B CUIV.C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 3.7 12,086 103.20 1.76 4.07 0.30 - -- - 6.13 3.9 13,008 103.40 1.81 4.48 0.42 - -- - 6.71 4.1 13,931 103.60 1.85 5.03 0.56 - - - 7.44 4.3 14,853 103.80 1.90 5.68 0.70 -- -- 8.29 4.5 15,776 104.00 1.95 5.69 0.82 - - - 8.45 4.6 16,367 104.10 1.97 6.23 0.87 - - -- 9.07 4.7 16,958 104.20 1.99 6.73 0.92 --- - -- 9.64 4.8 17,548 104.30 2.02 7.05 0.97 --- - -- 10.04 4.9 18,139 104.40 2.04 7.30 1.01 -= - - 10.35 5.0 18,730 104.50 2.06 7.53 1.06 - - - 10.65 5.1 19,321 104.60 2.08 7.76 1.10 - -- 10.94 5.2 19,912 104.70 2.10 7.98 1.14 - -- - 11.22 5.3 20,502 104.80 2.12 8.20 1.18 - - - 11.50 5.4 21,093 104.90 2.15 8.41 1.21 - - - 11.77 5.5 21,684 105.00 2.17 8.61 1.25 - --- - 12.03 I ►aPP-20-00 e6 :40 PM NAZMI 8602252349 P. e3 PRU IfsNTIAT, C;ONNECTICUT FEALTY 872-7777 0=/20/00 LINDA LO :G1 h CONDOM1N�UM/PUD �0/l /20/00 0 : I.2 � " F$ 17_i900 L/Pr-i.eE:S 1.-7')0 ,g7 # (' '2'11 1:3 I,/Off I1RUD05 ry #Im��cle:� 0 c}Y ica Lr.� T I J' I)e�T ti., t,C�NL C at c• � :� /.,nT. IN A �TH WTND.,UR h,��TATE .ar# :. r, t �, .�_l.t Uti,t�,.. ACT 2 II0A/MO 'c)wri S. WIND,aUK Gi z) ()Fi074 Yr.Bl �000/ I . I ,r., CO / Ili :omx?1 :>< S .w:I.fVf�.E'ST.� Murrit C . Owner� CREATIVE D1';VFLOE'H 1,S E/IROW Own._r rt �NF. �1�:rdF'1 Iv,.ti' �/ VC, I 0 'r.'�3Q�� f, �`J"Tilt: o M i.1 i t 33 . 05 PI N '.1'ax(1S ________________ --_ __„-- ____________I TSTING OFFICE 1NF'ORbUTO' 1 UN------ -- -- °,how_^C�111,1, LIST' At,,ENT BVFir 2 . 5 [)lzal/Var Y Tv." }- -7 X 0 0/Fria I.,)TTGEC:�(, /LULTC'F,R, LINDA O/Ptl 86C. Ii72-7"71 l,A/ID �7Lh '/F' . photo r� N/ / Net Y E-Mai l —SCHOOLS----__-��---------------------------------- -------------- ------------ h :�,OUTHWIN El.errl CI.'R Middle .Jr Hi Q11 _S.r Rica -----_------ ------GEN1Jk�AL IN>~'C)RI�iATIUN--------------- ------------ - -- 2 . 0 ADi)X-Unie.:i '20 Gonv N A)orox :�al±'t. 140( /OWNF;tt Levels St.vle,/Tvi)e TOWN /TR71D / FxrErii<�r~ VINYL/ST'ONF, #Room s > Bascnlent. FHTCH Fxt.,c:nt_ lJl•'1N Attic. HATCH 2 Garago 1/A'I.'TCH Fk ST)c]c e 2/ hj' )()rs WOOD /(SAKI✓ /TTI.E #1: aths 2 . 1 Rem: MAIM', TOWNHOUSE UNIT # ' :): 2, :.1, 6, 7, 9, 10, '11. , l4 , 15, 1 7 , 19-OVER AGE OFF PLEA:aANT V.AI,I,EY ROAD-GROUNL). WILL tii EAF MAY 10-cAN CLOSF: Iia INN i NG i IN AUGUST-F:I,F.VATUR CAN BE I.N5TALLED/1IAND1CAE' ADT 11TATION BOTH EXTRA --APIIP )XIMATF; ROOM `-TM-.;-) AND DES CR.I I'TTONS---------- BAT H S---FU I..I'I HALF' Livinaw- 15X:14/CAT 14 /E'1' � MBR 15X14/FBl1J1 /WA.L,t`;TN Low1st;eFlr. Dini.nc Yr'l.OX10/I,u-DR / 2bed 14X12/132?ER / 2nd Flr 2 / 0Kitchen 13XIO/SATIN/ Ded f / FmRm/Den Y/12XIVUPPER/ Other. / 1 3rd Fi.r. _�_�-_ ADDITIUNAI, ROOM:/ 1.NForRmAT 10N---------------------- I,;3llr(:iry U[ PER/ lldc o AccP�3 Y HIP..v ADDITIONAL t''F:ATLTRES--------------------,-------- Ac)nl Inc;l-DISHW/REFRG/OVRNG/ / / /ME�r_l�l AUTODR /SNtC)KE / Int. Feat ATRIUM /FP / Ext. DECK /BLCNY hmeni.t 1e.3, / / / H()11Tncl. GRNL)S/;,NOW /'rRASH/ I'E±t-s Mi."c. / / Rstrc:tn ALTER/TRUCK Wt.r'Fr N Cable Avail Y Pool N __________________ - ---- -------- ENERGY FEATLJKF;S & UT11,TTTES-�--------- IIe��t WA.IP� / Il�:at/Yr $ Fuf--1 C,AS / llotWtr Fuel GAS /OWN Coo I ing LAIR Water 1'UH(--T/ Enc.rgv / .._ -F;NVIRONMh:NTAL SUBS'TANCES-------�----------------------- UFF1 - UNKNW-- -� Radon UNKNW 1'ead UNKNW Asbestos-UNKNW ---------------------OTHER IN1 ''ORMATION---------------------- --- -- Uttlr Fin E>c�:;s OV-90 List 1)jit.E 04/07/00 FxQ Date 04/06/ Di,: BUC:KLAND 'I'0 PLEASILN`l' VALLEY PAST BROOKS,IT)F; ON RIf;H'C Seller C.inc`c s 3i.c)il Current AoL)roval. CHFA FHA ()tcRE?In: (t.) 20oO M.T.,S INI'UIRATION ("EEMED IZF.;I.IABLF; 2UT N()T GUARANTEED APR-20-00 06 :41 PM NAZMI 8602252349 P. 04 PKUDENTIA1. CCNNVECTiCUT REALTY 872-'1?77 04/20/00 LiNDA 1,OUGEE :OUP Mi,a CONDUi�iLNIUM/PPUD 04/20/00 06: 10 F'M �L# G22708:.3 k/Off E RUD05 #Imacfes 0 Oriq LP$ 11.79900 T.,/l1r.i ce$ '179,900 k"dr 1 /.OUTH WINDSOR ESTATE U# 1-1:.3 DevTv;-; CONDO Lease Ont i on N A# 1.6 Fown S . WJ.NDS-OK Mp 06074 YrE31 2000/UNf)H;h HOA./M(_) 0 f,L,/MO Suit; ACT ;ompix S.W. ESTATE Mgatt_ Co . / - MgmL OFF 40dei VERMONT E/RQW Ownr-:r. V,suIt 0 Mi11RL 3.3 . 05 PI N 'I'a:ce:3 0/ VC)1 0 Piae 0 -- -----I.r I$T_[NG OF1 'K-K !.NVORf 1AT ION---------------- --- hewC:AT,L 1,iST AGENT BVBr 2 . b Dural/V.3r Y Tvoe ER LA/ID LOUGEEL /LOUGEE;, LINDA O/Ph 860-872-7777 X 0 O/Fax - )chr:/Ph 860-8"1-5822 Photo N/ -Mail Nvt Y ------------------------------------S,C.;HOOLS-------------------------------------- �'ler[i C:LB Middle Jr Fliclh Sr. Hic7h SnI?TIIWIN ---------------------------------GENERAL INFORMA. TION LJniLz 20 C,'c;nv N Approx Sc1FL 1400/OWNER Leve is 2 . 0 t:v.le/Tvoe TOWN /END / Exterior VINy1V.1.1TONN #Rooms 7 . 0 asemcnt E'H'!'C;H Ext:ent,. UFIN Attic YJA'I'('lI / #Bedrm;i 2 a0E' Z/ATTC'H Pk Snac:e 2/ Floors CART' /TILT /WOOD #Baths 2 . 0 Zem: "VE[TON`.i`" t;ARDEN STYLE UNIT # ' S: 1, 4, :5, 12. .1.3 ALL END UNITS , (;RC)(rND WILL BREAK MAY 10-(,'A.N (;LO E BEGINNING IN C)VER AGE 55 ONI'Y ELEVATOh AND HANDICAP ADAPTATION ARE EXTRA-CALL LINDA '20 SFF, PLANS ------- __AI'F'RpXIMATE ROOM SIZES, AND l)EsC-RIPTIOr1S-----------DATIIS---FULL/HALF liViIlu 18X15/OATH /I'P MBR 15X'14/WA1.,KIN /FBATH Lower )i.rliaicl Y/'IJXfi /T,R-DR I 28o,d J,4X11/FBATII /E'1 ft:3T 1SL Flr 2 % 0 U.tCherl 16X.12/FAT fN/ 3Bed / i 2nd Flr / :-raFZm/Den Y/14),IZ/UPPER/ 0t-.11Pr / / 3rd r'lr / -----------------------ADDITIONAL ROOMS/INFORIB-ATION---------------------------- )thRm s LOP"I.' / / / 1,;�tindry FIRST/ Hdcr.; Y Elev Y ADDITIONAL FEATURE;----------------------------------- �T.)nl Tnr:.l DISHW/0VRNG/DISF t / / Mec,,-; AU,ror)R /SMOKE I Int Feat ATRIUM /FP / / / / Est P1\1I'IC; /BLCNY %mE'n_it1.es / / / I-IOAIncl GKN!3S/SNOW /'1'KASH/ Pets 'list Rstrctn .A f,'T'1'R/TRUCK Wt.rF'r. N )able Avail Y Pool N- - - - -ENERGY FE',ATURE:, & U'1' 1 f,ITIE:?------------------------- --_- h-.al WATR / H�3�t/Yr. `; Fuel GAS l tic_;t.Wt.r. Fuel c hS lowN :ool i.n4 C'ATR WaLcr 1'URCT/ Sewer IPUBCT/ Enerav jNj HF.T/ Insu-1 TO CODE ___-_- ------.-----------.-------`ENVIRONMENTAL SUNSTANCES------------�------------ JF'FI UNKNW Ra oa UNKNW Lead UNKNW Asbe-st_t;s UNKNW ---------------------------C)'1'IIER INFORMATION----------------------------------- )thr Fin Doss C)V-90 I.Jst. Dat.c 04/07/00 Exn Dat:ia 04/06/01 )ir: BUC:Kf,AND STREET TO PLEASANT VALLEY ROAD NOT CAR FROM MALL ON RiGHT ;ell.er_ Concession Current AL)T)roval. C:HFA FRA )fcRerrr: (C.) 2000 MLS TNL'ORMATTC)N DEEMED RF,LIABLF RIJ`I' NOT C-4UARANTE;F:�) ' 04i081'00 SAT 11:57 PAX 860 648 5610 DEWOLFE 0 1)1 Original search criteria: STAT:ACT, SHOW,14UBRD ARNO:16 DEWOLFE 644-2461 04/08/00 ROBERT KNUREK COOP ,BLS CONDOMINIUM/PAD 04/08/00 12 :27 PM ML# G2271e.3 L/ ig LP$ 179900 a,/Price$ 179900 Address 2/ DevTyp CONDO Area 16 Town S. W::NDSO i 00/ Status ACT Complex S.WT1,D.ESTS Model MAINE Assmt 0 : i]-1Rt 33 .05 PI N Taxes 0 Mgmt OFF Heat/Yr $ LL/MO HOA/MO 0 Tax Identification Number- WtrFr / --LISTI1tiG OFFICE INFORMA71,1vV--------- ------------------ Shove- - CALLLI:3T-AGENT COBS: 0 ByBr 2 .5 R.IN Y LA/PabID LOUGEEL 0/Phone 860-1372-7777 X 0 H/Phone 860-871-5822 List Assoc LOUGEE, LINDA Photo Service N Photo Options __ -----------SCHOOLS--------------------------------------- Elem. CLB- Middle Jr Nigh Sr High SOUTHWIN ------------ ------------------GENERAL - ---- ----------____----_---_ Appx Units 20 Conv N WNER Levels 2 .0 Style/Tyre T0,-WN /TRAD - TONE �7 0 Basement RiTCH Extent UFIN Attic I '�TCH / . Garage 1/ATTCH Pk Space 2/ F'cox. sCJD jCRP /TILE r 1 Rem: MAINE TOWNHOUSE UNIT #IS: 2,?, 6,7, 9, 10,1.?, 14, 15, 17, 19-OVER AGE 55 OFF P:rjEASANT VALLEY ROAD-GROUND WILL BREAK MAY 10-CAN CLOSE BEGIN14ING IN AU3UST-ASSOC. FEE TO BE DETERMINED-CALL LINDA L.871-5822 ----___-__-.APPROXIMATE ROOM SIZES AND DESCRIPTIONS-----------BATHS---FULT/HALF Living ISK14/CATH /FP Eff N/ J / Lower / Dining Y/10&10/LR-DR / MBR 15XJ4 FBATH /WALKIN let Flr 0 / 1 Kitchen 13X10/EATIN/ 2Bed 14.X12/UPPER / 2nd F1r 2 / 0 Family 333ed 13X12/UPPER / 3rd Flr / -- NI --_- -------------ADDITIONAL ROOMS/INFORMATION-------------------------- -- othRms LOFT ,t / / Laundry UPPER/ Hdcp Access Y Elev Y ---------------------------ADDITIONAL FEATURES--------------._---_-__-------_-_-- Appl Incl DISHi /REFRG/O'VRNG Int ATRIUM /FP / Ext DECK /'BLCNY EnergAmenities / Mech ATJTODR /SMOKE Cahley Y Pool N Included GRNDS/SNOW /TRASH Misc / / Restrict ALTER/TRUCK -------------------------ENERGY FEATURES & 'JTILITIES---------------------------- Heating WAIR / Fuel GAS / Hot.W GAS /OWN Cooling CAIR Water PUBCT/ Sewer PU13CT/ ----- - --- -ENVIRONMENTAL ' - SUBSTANCES-- - ---------------- UFFI "UNFNaRadon UNIUR lead UNT-07W - Asbestos UNKNW -OTHER INFORMATION------------_-_-_-.--- --------------- Financing--INSTT ~- Current Approval CHFA F:;A �1�1MA Vol/Page Of 0 Spec Fin Ease/Row List Date 04/07/00 Dwner CREATIVE DEVELOPERS Pose CV-90 Map/Lot 00 /0 Dir: BUCKIAND TO PLEASANT VALLEY PAST SROOKS'I.DE ON RIGHT ------------ ---------------COMP INFORMATION-------------------------------------- --------------------------------------------------------------------------------- (c) 2C00 MISS INFORMATION DEEMED RELIABLE BUT NOT GUARANTEED PLANNING DEPARTMENT TRANSMITTAL DATE: T/1 Wup TO: � i- a WE ARE SENDING YOU: 0 PZC initial plans 0 Drainage computations O PZC revised plans O Bond estimate request fgj PZC Final plans for review 0 Bond reduction request 0 PZC Final plans for filing 0 Correspondence 0 IWA/CC plans 0 Other NO.OF COPIES APPLICATION NUMBER PROJECTAAPPLICANT THESE ITEMS ARE TRANSMITTED: For review and comment 0 For your files 0 For your use 0 As requested O Other PLEASE RETURN/COMMENT BY: CO S• t. j 2000 - OR �a i Copy to: From: ' i Planning Department- 10/98 I 111-_�T�e Prudential * - SPECIAL FEATURES FOR: Connecticut Realty South Windsor Estates 435 Hartford Turnpike Q „ L I N DA Vernon,Connecticut 06066 -- Senior Residence Development An Independently Owned And $179,900 O A �C QJv�� Operated Member Of The Prudential Q t Real Estate Affiliates,Inc. _ 1 1 Features 20 condominium units for age 55 and over. "Vermont" Garden Style Unit has: 2-car garage, 2 bedrooms, 2 full baths, eat-in kitchen, great room, dining room and laundry on first level. Second level has 15 x 12 loft, 10 x 7 den and huge `�._... . g closet. }` g, "Maine" Townhouse Style Unit has: 1-car garage, 3 ' bedrooms, 2 full baths, laundry room, and 3 large closets in % upper level (with elevator access). The first level has a 20 x 30 great room, eat-in kitchen and 1/2 bath. ' r Elevators can be installed in any unit. All units are handicap / accessible.All units have central air conditioning. j For Private Viewing of Plans and Specifications �• ° ° � Call Linda Lougee Today. COOP MLS CONDOMINIUM/PUD 04/21/00 07:27 AM ML# G227113 L/Off PRUD05 #Images 0 Orig LP $179,900 L/Price $179,900 Address 2 SOUTH WINDSOR ESTATE U# 2 DevTyp COND Lease Optio N A# 16 Town S.WINDSOR Zip 06074 YrB12000 HOA/MO$0 LL/MO Stat A Complex S.WIND.ESTS Mgmt Co Mgmt OFF Model MAINE E/ROW Owner CREATIVE DEVELOPERS Assmt $0 MillRt 33.05 PI N Taxes$0 Vol 0 Page 0 LISTING OFFICE INFORMATION Show CALL LIST AGENT ByBr 2.5 Dual Var Y Type ER LAID LOUGEEL/LOUGEE,LINDA O/Phone 860-872-7777 xO O/Fax Othr/Ph 860-871-5822 Phot E-Mail Net Y SCHOOLS Elem CLB Middle Jr High Sr High SOUTHWIN GENERAL INFORMATION Appx Units 20 Conv N Approx SqF 1400/OWNER Levels 2.0 Style/T e T WN T Type O RAD Exterior VINYL,STONE #Rooms 7.0 Basement FHTCH Extent UFIN Attic HATCH #Bedrms 2 Garage 1 /ATTCH Pk Space 2 Floors WOOD,CARP,TILE #Baths 2.1 Rem:MAINE TOWNHOUSE UNIT#'S: 2,3,6,7,9,10,11,14,15,17,19-OVER AGE 55 OFF PLEASANT VALLEY ROAD-GROUND WILL BREAK MAY 10-CAN CLOSE BEGINNING IN AUGUST-ELEVATOR CAN BE INSTALLED/HANDICAP ADAPTATION BOTH EXTRA APPROXIMATE ROOM SIZES AND DESCRIPTIONS BATHS--FULL/HALF Living 15X14/CATH,FP MBR 15X14/FBATH,WALKIN Lower Dining Y/1OX10,LR-DR 2Bed 14X12/UPPER 1st Flr 0/1 Kitchen 13X10/EATIN 3Bed 2nd Flr 2/0 FmRm/De Y/12X12,UPPER Other 3rd Flr ADDITIONAL ROOMS OthRms LOFT Laundry UPPER Hdcp Access Y Elevator Y ADDITIONAL FEATURES Appl Incl DISHW,DISP,OVRNG Mech AUTODR,SMOKE Int Feat ATRIUM,FP Ext DECK,BLCNY Amenitie HOA Incl GRNDS,SNOW,TRASH Pets Misc Restrict ALTER,TRUCK WtrFr N Cable Y Pool N UTILITIES/ENERGY FEATURES Heating WAIR Heat/Yr Fuel GAS Hot Water GAS,OWN Cooling CAIR Water PUBCT Sewer PUBCT Energ Insul Oil Tank ENVIRONMENTAL SUBSTANCES UFFI UNKNW Radon UNKNW Lead UNKNW Asbestos UNKNW OTHER INFORMATION Othr Fin Poss OV-90 List Date 04/07/00 Exp Date Dir BUCKLAND TO PLEASANT VALLEY PAST BROOKSIDE ON RIGHT Seller Concession Current Approval: CHFA FHA BOOK HFD: NHN: MID: COMP INFORMATION Contr Date S/Agt Selling Office Code Close Date Sales Price Days on the Market 15 OfcRem *(c)2000 MLS INFORMATION DEEMED RELIABLE BUT NOT GUARANTEED* MLS Detail Sheet $1799900 2 SOUTH WINDSOR ESTATE, #2 No Photo Available S.WIND.ESTS 169 S. WINDSOR ML # G227113 Status / Property Type ACT/CON Development Type Condominium Appx# Units 20 HOA/Month $0 emarks: MAINE TOWNHOUSE UNIT#'S: 2,3,6,7,9,10,11,14,15,17,19-OVER AGE 55 OFF PLEASANT VALLEY ROAD-GROUND.WILL BREAK,MAY 10-CAN CLOSE BEGINNING AUGUST-ELEVATOR CAN BE INSTALLEDMANDICAP ADAPTATION BOTH EXTRA Directions: BUCKLAND TO PLEASANT.VALLEY PAST BROOKSIDE ON RIGHT Assessment $0 Mill Rate 33.050 Taxes $ 0 Style Townhouse, Tradition Year Built 2000 Sqft 1400 Garage 1 Park 2 # Levels 2.0 # Rooms 7.0 # Bedrooms 2 # Bathrooms 2.1 Room Sizes & Descriptions: MBR: 15X14,FBATH 2nd BR: 14X12,UPPER 3rd BR: Kitchen 13X10,EATIN DinRm: 1OX10,LR-DR LR: 15X14,CATH FmRm/Den:12X12,UPP Interior Feat Atrium, Fireplace Exterior Feat Deck, Balcony Appliances Inc. Dishwasher, Disposal, Oven/Range Fuel Natural Gas Cooling Central Air } Heating Warm Air Hot Water Natural Gas Sewer Public Sewer Connected Water Public Water Connected Contract Date: Close Date: Close Price: DOM: 15 *(c)20001VILS;INFORMATION DEEMED RELIABLE.BUT,NOT GUARANTEED* 5 UDENTIAL CONNECTICUT REALTY 872-7777 04/11/00 LINDA LOUGEE COOP MLS CONDOMINIUM/PAD 04/11/00 03: 18 PM ML# G227083 L/Off PRUD05 #Images 0 Orig LP$ 179900 LP$ 179900 Address 1/ /SOUTH WINDSOR ESTATE Unit 1-13 DevTyp CONDO Area 16 Town S. WINDSOR Zip 06074 YrBlt 2000/UNDER Complex S.W. ESTATE Model VERMONT Assmt 0 Mil1Rt 33 . 05 PIaNuTaxesT 0 Mgmt OFF Heat/Yr $ LL/MO ----------------------- HOA/MO 0 -------------SCHOOLS--------- Middle Jr High Sr High SOUTHWIN --------------GENERAL INFORMATION-----------_ ------------------- Appx Units 20 Conv N Approx SgFt 1400/OWNER Levels 2.0 Style/Type TOWN /END Exterior , VINYL/STONE #Rooms 7 . 0 Basement FHTCH Extent UFIN Attic HATCH / Space 2/ ri #Baths 2 Garage 2/ATTCH Pk S p oors CARP /TILE /WOOD #Bths 2. 0 Rem: "VERMONT" GARDEN STYLE UNIT `IS: 1, 4, 5, 12, 13 ALL END UNITS. GROUND WILL BREAK MAY 10-CAN CLOSE BEGINNING IN AUGUST. OVER AGE 55 ONLY ------ELEVATOR AND HANDICAP ADAPTATION ARE EXTRA-CALL LINDA TO SEE PLANS --------APPROXIMATE ROOM SIZES AND DESCRIPTIONS-----BATHS--FULL/HALF Living 18X15/OATH /FP Ef= v/ Dining Y/11X8 /LR-DR / MBR 15X14/WALKIN /FBA:H 1steFlr 0 / 0 S 2 / 0 Kitchen 16X12/SATIN// / 2Bec 14X11/FBATH /FIRT 2nd Fir Family N/ / 3Bed 15X12/UPPER / 3rd Fir R / ------------------- ------------ADDITIONAL OthRms LOFT / / OOMS------------------------------- / Laundry FIRST/ Hdcp Access Y Elev Y ADDITIONAL == _TURES---------------------------------- Appl Incl DISHW/OVRNG/REFRG 7-t ATR_;;M /FP / Ext DECK /BLCNY Energy MZHET/ Amenities / / Mech AUTCD_R /SMOKE / Cable Y Pool N Included GRNDS/SNOW /TRASH Misc / / Restrict ALTER/TRUCK ---------------------------UTILITIES Heating WAIR / /=NERDY FEATURES------------------------- Cooling CAIR Fuel GAS / HotW GAS /OWN Insul TO CODE Water PUBCT/ Sewer PUBCT/ ----------- ENVIRONMENT='.---------- - SUBSTANCES-------- UFFI UNKNW - ---------------------- � Radon UNKNW Lead UNKNW Asbestos UNKNW ---------------------------OTHER I. .rR _NFORMATION-------------- --------------------- Spnancing INST Current Spec Fin Approval CHFA FHA FNMAEase/Row Possession OV-90 Dir: BUCKLAND STREET TO PLEASANT SVr_LE Y ROAD NOT FAR FROM MALL ON RIGHT ---------------------------CCMP INFORMATION------------------------------------ (c) 2000 MLS INFORMATION DEEMED RELI=BLS BUT NOT GUARANTEED "VERMONT GARDEN-STYLE" First Floor Second Floor i Patio o GREAT RY OPEN TO iSi'xiTO' GREAT RM. BELOW e OPEN TO M04 RM BELOW Rkt�0'x1C0' IO AILING .T! ON 1MA 9'hiAS'BR LK) tti �1 ON aos EAT-+I-IOTCHM p� 0 TO'x120' froxer a CLOS 9'-on -a 3�-8. LOFT .�. _ co 8� '-Q'3'-8" C4 E0:1 p 0 r GARAGE DEN RAILING 2-car garage in OPEN TO FOYER BELOW O NIS Section 10.3 — Use and Occupancy Restrictions on Units with regards to Older persons. (a) As of the date of the initial recording of this Declaration the South Windsor Zoning Regulations require the Common Interest Community to be operated as a residential community for seniors. As such, as long as is required by the Zoning Regulations of the Town of South Windsor, and in order to comply with the Fair Housing Amendments Act of 1988, as may be amended from time to time, relating to "housing for older persons", a Resident may only include the following: 0) Any individual fifty-five (55) years of age or over; and/or (ii) The spouse or family member, over the age of eighteen (18), of and living with the individual aged fifty-five (55) years of age or over; provided however that said spouse or family member may be permitted to remain in the Unit after the departure of the individual aged fifty-five (55) years of age or over due to death or incapacity; and/or (iii) Any individual, over the age of eighteen (18), living in a Unit with an individual aged fifty-five (55) years of age or over, who provides substantial housekeeping, daily living or health care assistance to said individual, (b) No Unit shall be occupied by any individual under eighteen (18) years of age, unless said individual occupies the Unit with a Resident and does not occupy the Unit for not more than three (3) months in each calendar year. (c) In the event the South Windsor zoning Regulations are amended at a future date to remove the requirement that the Common Interest Commuuity be operated as a residential community for seniors, the Resident shall be any person occupying the Unit. (d) There is no restriction on the amount for which a Unit may be sold or otherwise transferred but the Association shall have a right of approval at each transfer of a Unit except for the transfer of a Unit from the Declarant to any person or a transfer by an Eligible Mortgagee who shall acquire title to such Unit by foreclosure or by deed in lieu of foreclosure, solely for the purpose of determining that the buyer complies with the use and occupancy restrictions set forth in this Article. Prior to transfer of any Unit for consideration, the Unit Owner shall submit to the Association a copy of the written Purchase and Sale 96-1 £00/ZOO*d SON + d11 V13SSOM ONV ASNUR NVHVI-mead ZZ:II OOOZ-£Z-unf Agreement ("Contract") between the Unit Owner and the prospective buyer. (e) Except for the transfer of a Unit from the Declarant to any person, prior to transfer of any Unit, whether for consideration or for no consideration, the Unit Owner shall submit to the Association data regarding the names, addresses, ages, and such other data as reasonably required by the Association to determine compliance with the use and age restrictions set forth herein. The Board shall grant approval of the transfer by giving written notice to Unit Owner within thirty-five (35) days of receipt of the contract and data, which notice shall be deemed to be received upon mailing, postage paid, first class mail, to the Unit Owner at the address of the Unit Owner in the Association records, and failure to give such notice within the thirty-five (35) day period shall be deemed approval. PH E00/E00'd 88N + dll VUSSOM ONY ASN20 NVH"-moat M H 000NZ-unf r �Spr1N Sf,t� COD Tawn O-P Soad, ?A� y ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR AREA CODE 860 /644-2511 NQ C�t1 CERTIFIED MAIL April 6, 2000 South Windsor Estates LLC 84 Willowbrook Rd. Longmeadow,MA 01106 Dear Madam/Sir: Re: Appl#00-07P, Pleasant Meadow Special Exception and Site Plan We are pleased to advise you that the Planning&Zoning Commission voted on March 28, 2000,to approve with modifications the above referenced application for a Special Exception and Site Plan of Development. This approval is for the construction of a senior residence development on property located on the north side of Pleasant Valley Rd.,RR zone as shown on plans prepared by Design Professionals, Inc., Job No. 99-1272 dated 2/1/00, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$8,000. 4. 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. 6. Landscape bond in the amount of$3,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. WPCA approval is required. 9. Engineering comments of 2/16/00 addressed to the Town Engineer's satisfaction. 10. A 4ft. fence is required to be installed on the easterly side of the parking area to screen headlights from the abutting properties to the east. 11. In accordance with the requirements of Section 4.1.12g,the minimum size of trees planted within the combined yard setback back/buffer is 6"caliper for deciduous trees and 15' height for evergreen trees. The landscape plan must be revised to reflect these minimum standards. , 12. Applicants shall provide to the Commission a copy of the restrictive covenants governing age of occupants. 13. Free standing lighting must be in conformance with Section XVH, Signs and Outdoor Lighting. 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. After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Walter J. Mealy, Chairman Planning and Zoning Commission Attachment cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal I, Walter J.Mealy, Chairman of the South Windsor Planning&Zoning Commission,hereby certify that on March 28, 2000, the Planning and Zoning Commission granted to Pleasant Meadow a Special Exception to Article 4.1.12 of the Zoning Regulations and Resubdivision for a senior residence development on property located at Pleasant Valley Rd. as shown on plans prepared by Design Professionals, Inc.,Project No. 99-1272. Assessor's Map and Parcel Number: Map#16 Parcel#15 , More particularly bounded and described as follows: See attached OWNER OF RECORD: Dated at South Windsor, Connecticut this 6ch day of April 2000. In accordance with CGS Section 8-3d ` -(-)o za A. 4 lei Walter J. Mealy, Chairman Planning&Zoning Commission Received for record this day of , 19_, at South Windsor, Connecticut ATTEST: Vol , I139 � Iq9 SCHEDULE A 1140 Pleasant Valley Road, South Windsor, Connecticut A certain piece or parcel of land, located on the northerly side of Pleasant Valley Road, situated in the Town of South Windsor, County of Hartford and State of Connecticut, shown on a map or plan entitled, "PLOT PLAN Property Survey/Resurvey Prepared for Pleasant Meadow Senior Residence Development 1140 Pleasant Valley Road South Windsor Connecticut Design Professionals, Inc. Civil Engineers Planners Surveyors GIS Sheet 2 of 6 Design: KMI Drawn: KMI Checked: RPM Job No.: 99- 1272 Date: February 1, 2000 Drawing No.: d:\991272\991272-sp",which map or plan is on file or to be filed at the Town Clerk's office of the Town of South Windsor. Said piece or parcel of land is more particularly bounded and described as follows: Commencing at an existing broken monument located on the northerly side of Pleasant Valley Road, which monument marks the southwesterly corner of the herein described premises and the southeasterly corner of land now or formerly of Cinnamon Springs;thence running N 15' 55' 01" E, a distance of four hundred ninety four and eighty eight one-hundredths (494.88) feet along said land of Cinnamon Springs to an iron pin to be set; thence turning and running S 66' 27' 2 1"E, a distance of four hundred eighteen and eighteen one-hundreths (418.18) feet along land now or formerly of Burr Meadow to an iron pin to be set; thence turning and running S 30' 36' 45"W, a distance of two hundred thirty five and eighty five one-hundredths (235.85) feet along land now or formerly of Scott M. &Karen A. Kizis to an existing iron pin; thence turning and running N 63' 06' 18" W, a distance of one hundred sixty and eighty three one-hundredths (160.83) feet along land now or formerly of Francis P. Smith to an iron pin to be set; thence turning and running S 26' 48' 08" W, a distance of two hundred seventy four and seventy one-hundredths (274.70) feet along land of said Smith to an existing iron pin; thence turning and running N 63' 11' 12" W, a distance of one hundred forty seven and fifty five one-hundredths (147.55) feet along Pleasant Valley Road to the point and place of beginning. Said piece or parcel of land contains 134,851 sq. ft. TOGETHER WITH drainage and sewer rights as set forth in a Sewer and Drainage Easement from Burr Meadow Society, Inc. to South Windsor Estates, L.L.C., dated April 20, 2000 and to be recorded on the South Windsor Land Records. Said rights are also shown on the aforementioned map. RECEIVED FOR AT 9 1 ,36 CZ AJ-' RECORDED IN SOUTH WINDSOR LAND�RECORDS VOL 11 PG I i By_) A, 11_ V2_% Q#WU Q TOWN CLERK c� r Q Pleasant Meadowo SRD, PH 3-14-00 1. Request for Special Exception and site plan approval to construct 20 senior residence units at 1140 Pleasant Valley Road, RR zone. Maximum impervious j coverage allowed is 60%; 40% proposed. Proposed building height is about 44 feet. Required lot width is normally 200 feet; however, that frontage requirement can be reduced by one foot for every two additional feet of front ,�,_,�� yard setback. The front yard setback requirement is 50 feet; applicant has provided 157 feet, thus allowing a frontage reduction to 146.5 feet. Zoning requirements appear to be met. ° 2. Special Exception criteria for a senior residence development include: • traffic impacts will not be detrimental to the residential character of the neighborhood; • there will be minimal adverse effects on existing uses in the area; • surrounding property values will be conserved and the character of the neighborhood will not be unduly disrupted; • impacts will not be detrimental to the capacity of the present and proposed utilities, street, drainage system, sidewalks, and other elements of the infrastructure; • the land is physically suited to the proposed use and minimal adverse environmental impacts are created; • the SRD proposal is consistent with the goals and objectives of the Town Plan of Development; • the SRD proposal will help meet senior housing needs of South Windsor; • the location of the SRD facility is within reasonable proximity to community facilities or amenities which serve the needs of elderly residents, or is within reasonable proximity to indoor/outdoor activity centers, or is within close proximity to or contains permanent open space land; • the SRD facility has been designed to meet the needs of handicapped residents or visitors; and • the architectural design is aesthetically pleasing and low profile. 3. Maximum permitted density for attached units is 10 units per buildable acre; the applicant is proposing 6.77 units per acre. 4. The maximum number of units that the Commission may approve is currently capped at 150. If this application is approved, it will bring the total SRD units up to ,q -3 5. Pleasant Valley Road is scheduled for reconstruction from the Manchester town line to the intersection of Clark Street. The planned reconstruction will smooth out the S curve and remove the Clark Street misalignment at its intersection with Pleasant Valley. The proposed development is probably within walking distance of the commercial area in Manchester, but there are no sidewalks on Pleasant Valley Road in South Windsor, and sidewalks have been eliminated from the road reconstruction plan. 6. Required parking is 1.5 spaces per unit; 2.5 spaces have been provided per q p g p P A p unit. 7. Sewers are proposed to be brought in from Burr Meadow Condominiums; water is available in Pleasant Valley Road. Water Pollution Control Authority. approval is required. If the development will have curbside refuse collection and recycling, a hold harmless agreement and permission to enter form will need to be provided to the Town to allow the refuse & recycling vehicles to enter the site. 8. The Architectural and Design Review Committee reviewed the application on March 2 anal was generally Satisfied;with the site design. ^► �}/✓ I.l,,r , A- � .(p `-'i," ""0 FtY LW2Aj =` �•��^, C✓V �L�•,1, -tr{.�:! t�l.wa Site landscaping is extensive and includes a number of large-caliper trees. QIO; Maximum signage allowed i 12 square_fee a 12-sq-ft illuminated entrance wall sign is proposed. 11. There is a 50-foot buffer requirement along the property boundaries adjacent to the multi-family developments. The applicant is requesting a reduction in the buffer width to 35 feet. The regulations have a provision for a reduced buffer at the Commission's discretion, provided the combined yards and buffer are no less than 25 feet in width, site conditions support such (e.g., the site is contiguous to open space, permanent buffers and/or mature vegetation) and large trees are saved or planted within the buffer. The specifications for large trees to be planted in the buffer are 6" caliper for deciduous trees, 15' height for evergreen. The planting plan shows these specifications as an upper end for the buffer trees; this will need to be modified to be the lower end of the specifications. J t- 12. There are regulated wetlands on the site. The application received IWA/CC approval on March 1 with a $8,000 bond and no unusual approval conditions. If this application is approved, there are no additional Planning. Dept. modifications requested. \v' ' VOL. 1 139PAGE 199 1 9 I, Walter J. Mealy, Chairman of the South Windsor Planning &Zoning Commission, hereby certify that on March 28, 2000, the Planning and Zoning Commission granted to Pleasant Meadow a Special Exception to Article 4.1.12 of the Zoning Regulations and Resubdivision for a senior residence development on property located at Pleasant Valley Rd. as shown on plans prepared by Design Professionals, Inc.,Project No. 99-1272. Assessor's Map and Parcel Number: Map #16 Parcel#15 More particularly bounded and described as follows: See attached 1�\ . OWNER OF RECORD: ANTHONY D. RUSSO Dated at South Windsor, Connecticut this 6ch day of April 2000. In accordance with CGS Section 8-3d Walter J. Mealy, hairman`j Planning &Zoning Commission Received for record this-day of _ , 1-9_ at South Windsor, Connecticut ATTEST: 04i08r'00 SAT 11:58 FAX 860. 648 5610 DEIYOLFE Z002 COIF MLS 04 08 00 12 :27 PM CONDOMINIUM/PAD I I Ori LPY 179900 L/Price$ 179900 M.�.,# G2270E�3 L/O le CONDO Area 16 Address 1/ / ,DER Status ACT Town S. WINDSOR ZIP Complex S.W. ESTATE Model VERMONT Assmt 0 Mil1R.t 33 . 05 PI N Taxes 0 0 Mgmt OFF Heat/Yr $ LL/MO WtrFr Tax Identifiration Number: List LOU/EE,__ __._______________..__ ----LISTING OFFICE TNFORYATION-- __ R Y LA/Pub-D LOUGEEL ShowaCALL LINT-AGENT- CoBr 0 ByBr 2, 5 Of Fhone 860-t372-7777 X 0 HIPhone 860�-871-5822, JINDA / Photo Service N Photo Options / / I-___' ________,_----------------- _ -__..____ -----------SCHOOLS---___ Sr High SOUTHWIIv Elem~ CLB Middle Jr High _ __ _ __ _____.._____--.- ------ ----GENERA' ~' - Canv N .. VJNER Levels 2 .0 Appx Units 20 /STONE 0 Style/Type TOWN /END Basement FHTCH Extent UFIN Attic HATCH / .0 Garage 2/ATTCH Pk Space 2/ Floors CART /TIL'E /WOOD a Rein: 'f VERM,DNT" GARDEN STYLE UNIT #,F`S : 1,4,5, 12, 13 ALL END UNITS. GROLr4D WILL BREAK MAY 10-CAN CLOSE BEGINNING IN AUGUST, OVER AGE 55 ONLY CAN INSTALL ELEVATOR-CALL LINDA 671-5822 ASSOC FEE TO BE DETERMINED --APPR.OXTMATE ROOM SIZES AN-M DESCRIPTIONS-----------BATHS----FULL/DALE' Living_---18X15/CATH /FP Eff N/ fFBATH 1st -inin Y 11X8 %-DR / MER 15X14/WALKI.3 LoweFlr / 0 Dining /n 16X12/"SATIN/ 2Bed J4X11/FRkTH /FIRST 2nd I / Family N/ / 1 3Bed i5X12/UPPER / 3rd Flr / -ADDITIONAL ROOMS/INFORMATION- ----- -Access-Y------ Y OthF?.ms-LOFT- -/ _ %y-_ / Laundry FIRST/ Hdcp_ --_: __--_- --Elev___ _--ADDITIONAL FEATURES--- +�______N__Ext: DECK /BLCNY Appl InclD1ST.JW/O'!jF?NG/REFRG Int ATRIUM /FP Energy MZHET/ Mech AUTODR /SMOKE / Cable Y Pool N Amenities Included GF:NDS/SNOW 6ASH Misc Restrict ALTER/TRULY I /----- -----ENERGY FEATURES & UTILITIES------_-__.-___..____. ________ ______ ----- -- Fuel GAS / Hot:W GAS /OWN F":eating WA;:R f Sewer PUBCT/ Cooling LAIR Water PUBCT/ Insul TO CODE ________ -ENVIRONMENTAL SUBSTANCES____-------..o__-_-..__-____.----- Asbestos iJNI{{Nj`I U�' 'I-_-_-UNla%TW Radon. UNKNW Lead UNKNW-__.._____________r____ --OTHER INFORMATION----- - Financing ::NST '�--Current Approval. CHFA FFi.� FYQMP. GistPDate 04/07/00 Spec Fin Ease/Row Owner Ct2EATIVF; DEVELOPERS Pons OV-90 Yap/Lot 00 00 Dir: BUCKIjAND STREET TO PLEASANT VALLEY ROAD NOT FAR FROM MALL ON RIGHT ------__--- ----- _-_ -_-COMP INFORMATION------------------------------------- ------------ (c) 2000 MLS INFORMATION DEEMED RELIABLE BUT NOT GUARANTEED t �o TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT S �M * W 1/11 yiA F S rb )f-S rL. L PROJECT NAME SOUT14 W INDSOk— ESTATES 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: p 9 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 ma drawn to a scale of 1 inch equals either 100 feet or P q e 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 abutting property owners. f. Proposed open spaces and recreation areas. g. Driveway cuts on abutting properties and any properties across from proposed site. h. Distance to and name of nearest intersection street. - � 3. Arch itectural Elevations: See attached checklist for Architecture and Design Review. 4. Plot Plan: A ma layout of the Y P proposed site drawn to a sole of 1 inch equals 40 feet on either of the following size sheets:"U 1 24" x N"-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 on pins f required at all property angle points and shown on map. b. Proposed streets and street lines with center line station, curve data, and ` parking spaces. c. Building lines in accordance with zoning regulations. 9 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 abuttingproperty p p rty owners. 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. h. All open space or other common or public land uses shall be in dicated. ..�[... .. i. A-2 certification; P.E./L.S. seals and signatures. S. Topographic Map: A map drawn to a scale of 1 inch toy 6 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 Lines 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 non present. a are V J h. Proposed storm drainage system, showing all catch 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. Connections of all springs into proposed storm drainage system as needed. j. Location and indications of existing brook channels, and 100-year flood limits. V k. A-2 &T-2 Certification; P.E./L.S. seals and signatures. 6. Landscaping plan: -To k 5`4 1 '-'4' S 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. 8. Traffic Report: TO bf, 9. Plans and Profiles: A plan and profile of the proposed P P 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 plan showing roadways, drainage, sanitary sewer (including house 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. 1 i j r f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. 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. 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. 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. 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. cv P PR ARE P. / .) DATE June 23, 1998 t0,11 N St,t F Town O-P SOUA V 9 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 oe-c AREA CODE 860 /6"-2511 May 12,2000 , South Windsor Estates LLC 85 Willowbrook Rd. Longmeadow, MA 01106 Dear Sir/Madam: Re:Preconstruction Meeting—App100-07P,Pleasant Meadow IN ATTENDANCE Michele Lipe Town of South Windsor 644-2511 Jerry Iazzetta Town of South Windsor 644-2511 Tadeus Bukowski Contractor 413-596-3914 Mark N. Kislyuk Developer Karen Isherwood Design Professionals,Inc. The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving Merations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Pleasant Valley Rd. Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist required for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six(6) inch lifts e. Placement of bituminous concrete, two (2) inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. Certification of all products used-- storm pipe, structures,pavement, etc., shall be presented to:the Town Engineer prior to installation. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 8. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 10. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 11. Any problems and/or questions regarding construction of this project will be directed to Tadeus Bukowski in the field at phone#374-2431. 12. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 13. Job meetings will be held as needed, and can be called by the developer or Town. 14 Forty-eight(48)hours' notice needed for certificate of occupancy inspection. 15. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 16. Normal hours of operation 7 a.m. —5 p.m.,no work on Sunday. 17. No paving after October 15 or before April 15 without written approval from Director of Public Works. 18. Drain layer and street excavation permits required. 19. Detention basins must be established before any stormwater is placed in the basins. 20. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. 21. Sanitary lateral locations should be tied down to existing structures and shown on the progress as-builts. 22. During construction of individual sanitary sewer house laterals, the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. Planning Doartment 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting al of the remaining items shown on the landscaping plan. Landscape plan must be modified to reflect the approval conditions. 2. Revised floor plan showing the 1400 sq. ft. maximum for all units. 3. A copy of the restrictive covenants governing the age of the occupants must be submitted. 4. A landscape bond in the amount of$3,000 and IWA/CC bond in the amount of $8,000 and quantity estimate form must be submitted prior to the filing of mylars. 5. No building permits will be issued until the mylar is on file. 6. Army Corp. approval must be submitted before any activity is started. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required) to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Sgt. Tom Field in Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building De rtment 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, `J 1 cc�� jK, v`��/dlc✓ Michele R. Lipe,AICP Assistant Director of Planning MRL/dlw 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 CL&P SNET FTT TOWN OF SOUTH WINDSOR ..,STAFF SITE CHANGE FOR_ SITE & SUBDIVISION ..GENERAL: CHANGE ORDER CONTACTS PERSON Phone No 1 2 Address «i:, j i '' # Sojff,4 thlm 1 Site Nam Q% `" P&Z No. _ j Owner. Phone N . , 3 /0 � r ContractorOn eUKO"KI IiV At ? Signature of Owne . Dates Signature of Design Engr: Date:" 5- Iilcllip CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) AU JMVMT WWA #N of ASA N. i, ROSE -M F-- SWP65 PE m OF 21, Me A t' A +cam zok`` Reason; for Change: (Why is change required) ----�-- � APROVALS: (As Required. 3 Di . Of Planning Date: Torn Engineer Date: Dir. of Public W ks Date: Other: t . ., ,� - 51131t�0 ' ow,. Date STAFF . COMMENTS Y - j white - Town Engineer Yellow Applicant Pink Director of. Planning Goldenrod Engineering Department 1 tt 1/ (� EX. M.H. 104 1 T.F.=97.73 / 1 F.L.=93.68 (18 + \ / 18'-18" R.C.P. EX. S.M.H. ® 0.013 F.P.F. i \ `\ \\ i , \ / PRQP. M.H.t \ \ T.F.=98.12 / �\ T.F.,99.50 \\ + I INV.=89.221(10") PLEASANT MEADOW—SRD \t F.L.=93.91 \ / 1140 PLEASANT VALLEY ROAD C \ \ \\ \ r 1 CHANGE ORDER: 5/18/00 tt t 1 SCALE: 1"=30' PSMH #7 F.L.STORM(18")=94.47 NV.-1-' 3.0 F.L.SANIT.(8")=•89 42-91.50 IE INV.=93,75 1 I ' r j VERT.CLEARANCE-439 2.0' r 1 I r 1 �.-•""— 31 lr /rl rr _- EXISTING ,00 / POOL rr r� / 110.16 � it r r r EXISTING 10 TENNIS COURT � I \ Ca N I 7 1 1 u 1 9 1 n I I FOOTING DRAIN v I OUTLET: M6� I F.L.=106.00 � t I PROVIDE RODENT 4 2j2y.,t \\ I SCREEN job tt �8 � t\ 1 t Ar P DET. _ BASIN OUTLET W/DOUBLE GRATE 8 ! t T.F.= �� 1� O ` klpS L.=99.5 99.5 % 11 Gq�� �1�� s\ it , S 104 PROP. i Wo SMH s kZO �S GUIDE RAIL! 12 i 0 T.F.=105.50t a pS f 1 .All L=95.50 t 7S _ �ln� TOWN OF SOUTH'WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: / ,r3 CHANGE ORDER CONTACT PERSON �C ARE N I S 14C jqK Phone No. Address p p1, J� .4 NTH SAIrr�.t-1 TC © SvUTk � ., CT. 071 Site Name PLC-ASAN-r- MaDOLAJ a,0. P&Z No. Owner _'SO.VTH W►NAP, E5IM S 4 L.L.C. Phone No. -113 a3-57/0 Contractor ej) B VK©u)S h Signature of Owner wrl 4k Date: Signature of Design Engr. Date: 06 CHANGE: (Describe location and nature o change. Include Four (4 ) .copies of plan/profile of Change. ) i tr IJATE 2" r0k(E NE 60MMeN F-Pt1N A11W 0AAA 009, UIU!" 9-1 2.(1 - 0), QVID6 N PV.t-. COMMOM FOUNDATION DR AO Fog-- SAmc UNITS WITA 007i £r -M 9'7Q. t4ptl OUTLET CLEVA77W Fp 1B '' 94,P t�U�' � S TQ t�..�'It� $Y 2 - � `7 97.o , R 1sE SLOPC or Iy „ R .C.P. Pipe 1"no, Reason for Change: (Why is change required) ••. + N e 1) off... I (,p symp (OWn .. APPROVALS: (As Re u �ir ) Dir. Of Plannin Date: da. Town Engineer Date: 4(0 7 0 , Dir. of Pub ors Date; Other• f Date: 614 ' "� b�► ST FF COMMENTS: Mv 57 13 e- Tv v j c>eT> r L CA<sr White Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department ouble type "C-L" fop and grat 0'-8 5/16' 0'-8 13/16' 3'-1 3/4' 10 rT 13/16' 104.50 STANDARD PRECAST CONCRETE UNIT 103.0 ! 1­6' 6' ORIFICE 1 102.25 15' ORIFICE i 99.5 6' ORIFICE MODIFIED RIP RAP PAD 0' 4'-0' 1'-0' 9 O 18' OUTLET FRONT BD w sines Class "A" Concrete SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND LAG BOLTED INT❑ FRONT OF STRUCTURE WITH MINIMUM 1/2'X3" STAINLESS STEEL BOLTS Type "C—L" Top with double NOTES: 4 Type A" grate 1. ALL EXTERIOR WALLS OF CATCH 6. WHERE MASONARY CONCRETE UNITS BASIN WILL BE FACED, PAINTED ARE USED CORBELLING WILL BE AND GROUTED WITH CEMENT. PERMITTED. MAX. CORBEL TO BE 3". 2. LADDER RUNGS SHALL BE PRO— NO PROJECTION SHALL EXTEND IN— VIDED IN CATCH BASIN WHERE SIDE OF LIMITS. HEIGHT OF STRUCTURE EXCEEDS 7 ADJUST FRAME ELEVATION 8 FEET. WITH BRICKS 6" TO 12", 3. IN SANDY SOILS APPLY DAMP— 8, PROVIDE MINIMUM 2'-0" OF 1/2' SMOOTH STEEL BARS PROOFING ON ALL FOUR WALLS. COVER OVER PIPE AT BELLS 4"X8' ❑PENINGS 4. RED BRICK NOT TO BE USED. g_ PROVIDE 6" OF 3/4" TRAPROCK SPOT WELD @ EACH J❑INT 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF UNDER EACH STRUCTURE AT BASE. THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH TOP BASIN. D FCHANGE ORDER. �j 2J2000) U DETENTION BASIN OUTLET INCREASE DEPTH OF STRUCTURE AND LOWER 18" R,C.P, OUTLET BY 4 NOT TO SCALE 2.5% ADD (2)—B" ADS—N12 INLET PIPES, ONE ON EITHER SIDE, FOR FOUNDATION DRAINAGE. Kffe tS & Crosse FACSIMILE �r DATE: June 23, 2000 TO: Michele Lipe Michael A.bars COMPANY: South Windsor planning Dept. William F Breslau ,lascph P Ceposceld FAX NO.: 644-7280 Suzannc L Corort \ArT11181n J.Dakin CC: M;grlt W DteLz C11hatoliher Li Goebel FROM: Dorian L. Reiser, Esq. Solomon kcrcncl<y Michael J.Kopctck SUBJECT: Pleasant Meadow Laurel 0.Kpigm- Dorisn L Retscr NO. OF PAGES(INCLUDING COVER SHEET): 3 SIC17hcr F Sutton lelr„cy M.Wmnicie IF YOU DO NOT RECEIVE ALL OF THE PAGES TO THIS FAX, PLEASE CALL 646-1974. Roiscrt F Kahan COMMENTS: i192,2-L�9C) Enclosed please find a copy of section 10.3 of the Declaration of Pleasant Meadow,a aJm'nrd b,MA condominium,which sets forth the age restrictions for the Units. If you have any questions, please feel free to call. After review by our title Insurance company,the full Declaration will be recorded on the South Windsor Land Records, STATEMENT OF CONFIDENTIALITY The documents accompanying this telecopy transmission contain information which is confidential and privileged. The information is intended only for the use of the individual or entity named on this transmission sheet. if you are not the intended recipient, you are hereby no that the disclosing, copying, distributing, taking any action in reliance on the contents of this td th t th information, is strictly prohibited, and that the documents must be returned to this firm ied immediately, in this regard, if you have received this tel nts u error, please telephone us immediately so that we can arrange for the return of the documents to us at no cost to you. 'reiephnno (860) 646-1974 FacsimilE (960) 647.8302 4514art[rn i kvnpike P.0.1.im K Vernon.CT 06066-2181 mill.k4milac.nct www.kkNjiwcom 96-d £00/100'd ££Z-1 + dll V13SS000 0NV AS03N NVHPI-moat ZZ:11 ow-£Z-unr o, ,MN se rA �\ • `rzn�un 0111C slaut ?V. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, C NN. 060��Q SOR•CO AREA CODE 860 / 644-2511 � C September 13,2000 �cjo� Ms.Karen Isherwood Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 RE: Change Order for Pleasant Meadow Senior Residence Development 1140 Pleasant Valley Road South Windsor,CT Dear Ms.Isherwood: The South Windsor Water Pollution Control Authority,at its regular meeting of September 5,2000,gave approval for the change order for Pleasant Meadow Senior Residence Development at 1140 Pleasant Valley Road,as more specifically shown on plans entitled"Pleasant Valley Senior Residence Development", prepared by Design Professionals,Inc,Project No.99-1272,Drawing No(s).d:991272/991272-sp,dated 2-1-2000,revised 3-8-00,3-13-00,3-31-00,5-9-00,Sheet#3 of 7 and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. Approval includes a stipulation that the common pipes against the leading wall in the basement shall be 8"and exposed. 4. A financial statement be provided,including a draft of budgetary provisions showing that money will be set aside to cover maintenance,repair and replacement of the private sewer system. This approval letter must be superimposed on the final approval plans. Very truly yours, Thomas Hindson,Chairman Water Pollution Control Authority TH:dd CC: Matthew Galligan,Town Manager Michael J.Gantick,Director of Public Works Jerry Iazzetta,Town Engineer Marcia Banach,Director of Planning John Collins,Chief Building Inspector South Windsor Estates,LLC WPCA Robert Lugh,Plant Supervisor TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON AgWj0 jD Phone No. tjjw2.7,4 S Address p /JOS -S#VrN -At 33E SQjjrw UJiM&L. C p'"1 Site Name �'� �gM T— P&Z No. owner M W dJtQ .. EST1 ,.�. Phone No. ... /0 Contractor Signature of Owner Date: _, Signature of Design Engr. '- Dater CHANGE: (Describe location and natur of change. Include Four (4 ) copies of plan/profile of Change. ) r + 7 Reason for Change: (Why is change required) O ,oinu 1- sidva,%.c. � : ! 1 APPROVALS: (As Require ) Dir. .Of Planning Date: Z. Town Engineer Date: Dir. of Public o s Date: Other: Date: p STAFF COMMENTS: jv& 0t 00 White - Town En gneer `'l` Yellow - Applicant Pink Director of Planning Goldenrod - Engineering Department �,�OYIN r Tiown Ole e � u s ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•CO AREA CODE 860 / 644-2511 September 13,2000 Ms.Karen Isherwood Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 RE: Change Order for Pleasant Meadow Senior Residence Development 1140 Pleasant Valley Road South Windsor,CT Dear Ms.Isherwood: The South Windsor Water Pollution Control Authority,at its regular meeting of September 5,2000,gave approval for the change order for Pleasant Meadow Senior Residence Development at 1140 Pleasant Valley Road,as more specifically shown on plans entitled"Pleasant Valley Senior Residence Development", prepared by Design Professionals,Inc,Project No.99-1272,Drawing No(s).d:991272/991272-sp,dated 2-1-2000,revised 3-8-00,3-13-00,3-31-00,5-9-00,Sheet#3 of 7 and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. Approval includes a stipulation that the common pipes against the leading wall in the basement shall be 8"and exposed. 4. A financial statement be provided,including a draft of budgetary provisions showing that money will be set aside to cover maintenance,repair and replacement of the private sewer system. This approval letter must be superimposed on the final approval plans. Very truly yours, Thomas Hindson,Chairman Water Pollution Control Authority TH:dd CC: Michael Galligan,Town Manager Michael J.Gantick,Director of Public Works Jerry Iazzetta,Town Engineer Marcia Banach,Director of Planning John Collins,Chief Building Inspector South Windsor Estates,LLC WPCA Robert Lugli,Plant Supervisor TOWN d'F SOU7"H WINDSOR . STAFF` SITE CI3ANGE FOR SITE & SUBDIVISION GENERALS CHANGE ORDER CONTACT PERSON C Phone No Address , i' MW F � � ` Site Name As ► 1� sr' , -b. P&Z No. f-. Owner - ---.. Phone Noi. Contractor Signature of Owner 7)ate . ./t Signature of Design_ Engr Date CHANGE: (Describe location an nature of `change. Include Four (4 ) copies of plan.:/profilte�of Change. ) ffiVAIDATIM # .AS Ah A 2"C � Reason for Change: (Why •is change required) 10 496 � Y UNIT APPROVALS (As Requir dj `"' Dr. Of Planning. Date: Town Engineer Date; , .+ f Dir. of Public ors Date a Other: . ,Date-: STAFF COMMENTS C tw t .r ti White Town Engineer Yellow Applicant Pink - Director of Planning Goldenrod - Engineering Department t y TOWN OF SOUTH WINDSOR STAFF SITE;,CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORiDER CONTACT PERSON Phone No. AddressQ.pT. 1{s &VrA SA7524a�ir ROAN, Qy1W kwuu,GT.+GXiV21 Site Name P&Z No. Owner J7"'ry yy#Uj $ '" .L.l,..C. Phone No. ly Contractor Signature of Owner : Dater Signature of Design Engr Date: _ CHANGE: (Describe location and nature of change. Include Four (4 ) copies of. planlprofile of Change. ) ���� S lL�"ftk t��N B 1�S rt1J 11V t.. 7" MAIL 7�a I If t177t�A! Reason for Change: (Why is change required) s APPROVALS: (As R7�m Dir. Of Planning Date: .L Town Engineer Date:- Dir. of Public Works e: Other - r STAFF S: ;�hite - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department { DETAIL OF TEMPORARY SILTATION BASIN PUTLET \ " SOLID ADS N-12HOLES TO BE WRAPPED WITH 2 LAYERS OF MIRAFI FABRIC � { DRILLED INTO INDENTS OF PIPE. SECURED W ALAYER OF HARDWARE CLOTH OR SIMILIAR ME H. BU R-111MEA DO W { { v vI { PROP. . FDN. DRAN ( ,I GRAV. FLOW: \\ 7 -8, P.V.C. @ 1 .1,E { _ V. DG=97.40 { 3 8" PEA STONE AROUND I �� BASE. i 15" ADS N-12 CONNECT TO 0 TLET STRUCTURE ` ♦♦♦♦♦♦♦ \\ { PROP. DET. i \ ♦♦ \ � BASIN OUTLET 1 \ Io6 ♦♦•♦ ` W/DOUBLE GRATE PLEASANT MEADOW ��\ ♦♦• \ T.F.=104.50 �,� / 1140 PLEASANT VALLEY ROAD • F.L.(6 IN) =99.5 SOUTH WINDSOR, CT \ ` { F.L.(15" IN)=102.25 — / \ F.L.(6 IN) =103.0 �,�8P:F6tS DRAIN CHANGE ORDER (7) 12/13/2000 °8 GRAVITY FLOW: F.L. 18 — /� \\i ( OUT)-97.0 � _ \ F.L_(8" IN) =97.0! 145N8" P.V.C.Ca?0.6% i TO PROVIDE A TEMPOR ~` INV.OBLDG.=97.87 ; Ate' SILTATION B��N FF � e , FOR DRAINAGE DISCItAACE. SAME DESIGN 9S Gq f ��gg g lobs\ `\ 164 PROP. � APPROVED KAHN PkJANS. �\ R. 70 Q s GUIDE RAID SCALE. 1 "=20',-' 12 -0 dips ♦ , �` o - �s ♦♦•♦♦ STATUS;-"PENDING m r-- • ♦. � o 1%6 I �� ♦♦ y08 �\ 2' TEMP l0l \ �i'— ♦�♦♦♦ e����®® ,0% \\ E ME ♦t♦o ♦ LEARTH NTIODETE \ (SEE D T I BASIN #2 �` 6 ♦ •.,♦♦ = I� CB#6 a V .• TYPEII—DOU L °?�S (SLOPE 2:1) log 410 - `F Via,=° r T.F.=108.1 PROP. 24" F.E. 1 Ug , ea . INV.=104. 0 \ F.L.=102.45 ° '� ♦♦♦ ;�'�' ¢ _ .r:antsta s+ 08.0 \` PL UNGEPOOL �� i�/ o9zs \ 04 ♦♦~�� �► 15 1 i� \ ♦♦♦ ) ADS — 2 : F,,�:° // �// �'/ Ip9 \ ♦�♦♦_ q r (g 0.01 0 ♦I p PCB, STIR. � ♦♦ / TO E _ET ( rJ T.F.=108.0 i' �O� \ / /i �v /lk10 � I� ♦� ! h- / ten H c _ 71own oyesgaA . u s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 . w ��osoR•co�'� AREA CODE 860/644-2511 January 3,2001 Mr. Mark Kislyuk South Windsor Estates LLC 84 Willowbrook Rd. Longmeadow,MA 01106 Dear Mx Kislyuk: RE: PLEASANT MEADOW SENIOR RESIDENCE DEVELOPMENT STAFF CONCERNS There are several site issues occurring at the above-noted development that need to be addressed,as follows. 1. Garages. The one-car garages as constructed in the first building do not appear to be able to function as garages. The intrusion of stairs and ducts into already-marginal garage spaces have resulted in garages that are smaller than required under current zoning requirements (minimum 180 square feet). It also appears that the intrusion of the stairs into the garage space renders it difficult if not impossible for a vehicle to actually park inside the garage and allow the vehicle's occupants to exit the vehicle.These problems need to be resolved in such a manner that the garages are able to be used as garages. 2. "Dead space"in units. Spaces shown as dead space on the building plans,necessitated by the original over-sizing of units above the maximum allowed by zoning, must be inaccessible and cannot be converted into useable space. 3. Second building foundation. Both the horizontal and vertical locations of the foundation need to be established, as it is our understanding that the foundation was not staked out prior to construction by the site designers (land surveyor). It is also our understanding that the foundation was raised during construction. A change order for a raised foundation was not submitted prior to construction (and has not been submitted as yet), so the implications for utilities and storm drainage have not been addressed. In addition, non-useable garages (similar to building 1)needs to be prevented. 4. As indicated in Mr.Jerry C. Iazzetta's letter of December 29, 2000, the Engineering Dept. has several issues: a. The sanitary sewer main within your project was not installed in accordance with approved plans. This work was not inspected by the Town, and the permit for this work expired. b. A permit is required for each unit and the connection charges for each unit must be paid in addition to the pro-rated sewer use fee. SOWN at C � .i U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Y°soR-co� TELEPHONE (860) 644-2511 RECEIVED July 30, 2001 Mr. Mark Kislyuk JUL 3 1 2001 South Windsor Estates LLC SOUTH WINDSOR PLANNING DEPT, 84 Willowbrook Road Longmeadow, MA 01106 Dear Mr. Kislyuk: This letter is to follow up with the conversation at the Pleasant Meadows site at 8:15 on 07/31/01 between you, Fr ed red of Fgol , Ted and myself. The Town of South Windsor had received the compaction test results for the base course of bituminous pavement for the Pleasant Meadows site on 07/30/01. Per your approved plans pg. 6 of 7 General note 1 states "All construction activity shall conform to the Town of South Windsor and/or Metropolitan District Commission standards and specifications". And per the Developer's Checklist for Roadway Construction given to you at the preconstruction meeting for this project item 9 Pavement> Tests form 814A 4.06.03-9 surface test is required. ConnDOT 814A spec 4.06.09 states "The in-place density of each layer or course of mixture of Class 1 or Class 2 placed shall be compacted to a density of at least 92 percent and no more than 97 percent of the theoretical void-free density. The binder placed was Class 1 as specified on the approved plans and Town specifications. Eleven locations were tested with a nuclear density meter and the respective percentages of the maximum void-free density were calculated. Per the report by Tri-State materials Testing Lab Inc. seven of the eleven test results fail to meet the minimum required standards. Please have your engineer reevaluate the pavement design to determine if adjustments may be required on the surface course of pavement prior to placement to compensate for the deficient base course density tests. Respectfully, Mr. Tracy A. LaPiene Project Engineer tal cc: Michael Gantick, Director of Public Works Marcia Banach, Director of Planning✓ John Collins, Chief Building Official Karen Isherwood, Design Professionals R. J. Fijol Gallasso Materials S:\ENGINEER\Proi.-P&Z Wetland Aoolications\Pleasant Meadows\LaPiene\Pleasant Meadows Kislvuk ovmnt 073001 tal.doc ..:.... ... • '. � ., -: `"�' c4•�«�a(".6YkYYE oTPa.*'tri+d4a-�P: t,'.# �a_�,t{�'�4 TOWN OF SOUTH WINDSOR STAFF SITE._CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSONS Phone No Address b L. IfPS S-SAIVALI rVD- ,S-(U00jt"j Cw" 00 071 Site Name PUMSANT M WOV) '-S, P&Z No. Owner SIVIR VJ!YPSOP. ' % :, . �-• Phone Contractor 'r D SWX WSJ► Signature of Owner Date: 2 WO2,4201011, ;t Signature of Design Eng Date: CHANGE: (Describe location and nature of change. Include . Four (4 ) copies .of. plan/profile of Change. ) IF Reason for Changes (Why is change required) Phy oe a coft"00 LAI%afflZ WIN 6 VI410 & (440 W)L� APPROVALS: (As Re uire ) Dir. Of Planning Date: .A7 z- Town Engineer Date: Dir. of Public W s Date: Other: Date• 8. Z t51 STAFF COMMENTS: ! - , .c ► / White Town Engineer Yellow - Applicant, Pink - Director of Planning Goldenrod Engineering Department i { \ NIF ` { BURR MEADOW I #NL'atjifJd seAA ''��' g�' \ { E co / \ \ IEX.D.B.O. 67 �®1 \ TF=103.16 -<L op op .\ .. +urontar;papu Y 3b TOW = 112.03 \ / GAR.F.F.= 110.32 \ I I � X.CB \ T.F.=107.9 \ AJV / rp4 73 EX.SMH EX.TF-110.50 PROP.T.F.-109.50 \ / INV.a103.79 ^86A1i \ NIF / EX.SMH \ TF=107.89 0 0 CINNAMON / INV.=95. r T.F.=EX.0 / TOW = 112.03 T.F=10$.13 SPRINGS GAR.F.F. = 110.32 INV.=102.33 f � 8sti EX. C.B. 3' S.M.H.#S T.F.=108.96f 17 INV.-97.50* *FIELD VERIFY r / EX.CB 4°~e• / N k/ T.F.=109.99 7 4C / T.FCB 09.83 2 NOl�S f 1 l\ T.O.W.=113.00 O � • �r EX.SMH \ � TF=111.42 / INV.-103.55, l / 1�YV•aI�.75 Rt N / � \ \ / J NIF EXIST. \ \ \ ` 3S3 SCOTT M. OC. HATCH TOW =113.18 \ \ / KAREN A. KIZIS FF GAR = 111.47 / ( CHANGE ORDER gW 2/20/01 i 23 2' PLEASANT MEAD IN 1140TH LEAS 4R VALLEY ROAD SOU/ \ / NIF \ SCALE: 1'-40' \ RELOCATION OF COMMON SANITARY LINES. \ B" P.Y.C. COMMON SANITARY INTO BUILDINGS \ / FRANCIS P. SMITH \ \ 4" P.V.C. COMMON LAT. WITHIN BUILDINGS \ / TO BE EXPOSED IN BASEMENT CLEANOUT PROVIDED AT EACH UNIT CONNECTION \ f MIN. 2.0%SLOPE • \ r STATUS: PENDING �;GIf Le: I I'-4D '1 [,JV,i�• r � t TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON S Phone. No. �+ Address Site Name �� =- a P&Z No., Owner 1 �..1._ C. Phone .No. Contractor Signature of Owner Date: Signature of Design Engr Date: _ CHANGE (Describe location and nature of change. Include Four (4 ) copies �of plan/profile of ryChange. ) j22 Qt A,�t . L 2 fjokiLLS Reason for Change: (Why is change required) at A r- .' r APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer. . Date: Dir. of Public Works Dates Other: Datei STAFF COMMENTS: { White Town Engineer - Yellow Applicant t� Pink ` = Director of Planning Goldenrod - ,Engineering Department .r f \', -- BURR MCI DOPY ( I CD _'-�� � \ _ • \ '� � `AOI ( EX. D.B.O. T.F.=193af 104,50 INV.(6"IN)=98.29 INV.(6"IN)=101.71 t �\ INK(12"IN)=101.86 PROPOSED ;! \, INV.(18"OUT)=95.21 RETAINING WALL B.O.W.=98.0 PROP$ - � ---- / \ \ TOP PROP OU 104.65 i EI t A: L s64 { SPLIT RAIL rii__FJ'G 'tir.S. r,.'I ' LE `r- P4iN -AL IV HE, I TOW 112tpp3 rE Gt U OPH SEE 1 / O GAR.F.F= 1 h0.32 FSAdH t i ' a - \ /J06 r ra,L SHEFT t INV.=9 PROPOSED � -� F / RE TF 9.75 EX.CB t t i11 UE E r t . i , \ �' 1 . M. ki _ I I O O F`409.00 i A SN s �� a .0 1 /'� T.o W 110.0 1 ' SJ ri \` - T, LONG {� _ - - — 109,30 t 1 ry i S-r / a 2' WIDE NIF X109S0- CINNAMON `� `\ 't.,_ , `a :- -,` ; _­j SPRINGS l / \�� jEX.SMH ( J t / TOW 112.Q3 i I V.=95.56 GAR.F.F. - 710.32 11 TF:109.56 1 t I :/ TOW - 112jQ@ i f` rto 109.75 i v'' GAR.F.F.=i112.00 EX. B. t iNV.- -1�. 3 ' / ` T.F 108.96� / 1 , TF:109.0 : EX.TF H1aq.�16 I INV.=96.66 X113i.6 r j' X109.90 ♦ i i / / 7:111.10 x sue. X111.0 15 112 TOW = 112.00 GAR.F'.F.= 112.00 40- 1 1 02� � y, fi TF=1EX.SMH.42 I ��\ \ 1 // 17 � +Lt @ '�"`-G 11 INV.=103.55 J / `, 9,S , l' Zv Q"JI 18 it f / t J /I ``. i' \ i , a b• 6 7 7 i11.0 / /� / t r"� -O l/C NIF SCOTT M. & ' TOW =113.18 / J J KAREN A. KIZIS FF GAR = 111.47 \ J! FF = 114.14 / \ / ' PROP. 4' . \e` STOCKADE f PLEASANT MEADOW CHANGE ORDERS FENCE / J/ -� ram, PLEASANT VALLEY ROAD DATE: 02/26 1 i I X11i.2d r` r N/ F 110 ` \ TO RAISE 2 BUILDINGS (UNITS 5-12) U S v \ 13-20), AND RAISE ASSOC, DRAINAGE I - TR. t�V0 TF. 11.50 /,I' ,-' ,.' FRANCIS P. SMITH \-� TO GRADE. PROVIDE WALLS AT EXIST. DET.BASIN � OUTLET STR. FOR GRADING. LOWER BASIN ELEV. ^d \ PCB#1 \ , i TO WORK W/EXIST. OUTLET STRUCTURE. r T.F.=111.5a ^ 112 SCALE. 1"-40' STATUS: PENDING S® 110�, , \ 1 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR -SITE & SUBDIVISION GENERAL: CHANGE ORDER 'CONTACT PERSON Phone 3 Phone NoId�� 5 Address bAl. &S S-SATIE LI-16 S01114 JUmasoc or. Qw7!f Site Name fAPMM P&Z No. Owner tt7 ? �1� `Q_ ► L.*1 .«L. Phone No.j(4j#)323- 7/Q Contractor # 1�1 Signatutie of-Owner Date: N f t1 l Signature of Design Engr Date: e CHANGE (Describe location and nature of change.. Include Four (4 ) copies of plan/profile of Change. ) '"�,-W,AV fr, 6E V-D&f ITS 5 -M 0XV, 112,01 JQN .PALL &W.Kf"dF l r `VnV Its ? T 64.0f,112,D 1 RA ESE 1& 0 F (3) tic 61, 1 M A I s ' G�. t�F &ar D.s..a Aravow6tys NE IWACASS ter. 'gEt UAr,.c. 091. Ahioj 0 2f L Lft)61HW A S +piu U. WSW& I&A A 4,00 E MOND -r- iMsim and y t" Reason for Change: (Why is change required) 1 ' 13 ' J 6 OVE 0- f J,41".O ' t tk/�A'T Dlr/ 1 1� L(lA $PYROVALS: (As Requ'red) Dir. Of Planning Date: �` � Town Engineer- Date: ter / Dir. of Public W s Date: Other: Date: STAFF COMMENTS: 6 PAVIAJ9 yA.JIX AQ14r .�9 i�a6 i2a Aft et White - Town Engineer Yellow - Applicant Pink Director of Planning Goldenrod Engineering Department, NIF\ I \ i BURR MP\4DOW {� mi I _ I p � X.SMH I c<> EX D.B.O. T.F. ;oa.2T704.50 I t INV.(6"IN)=98.29 m ( INV.(6"IN)=101.71 PROPOSED / INV.(12"IN)=101.86 RETAINING WALL i \ ( I INV.(18'OUT)=95.21 B.O.W.=98.0 T.O.W.=104.Qr- ---- / TOP,11t V.=104.65 r`PROP. DOUBLE-RAIL / �>� ( SPLIT RAIL FENCE 164 �� ALONG RET. WALL: _ f' NOTE: RETAINING WALL TO BE i / TOW = 112. 3 \ \ DESIGNED BY OTHERS. ? i GAR.F.F.= h `ems '- \ 1�d6 I ' 2 w _O EX.SMH GAR.F.F.-1125 0 o A PA1I0=108.2 _r i> - ?PROPOSED INV.=103.79 RETAINING WALL / \ ' * " TF.111.35 X.CB � _ - - I DETENTION _ p-f •- - -- TF\Z10.7 BASIN $2 }t/ T.O.W.=110.0 \ \ (SLOPE 21)I 10S LONG EX.18'F.E. I (TOTAL) i i ;\ 111.0 W 45 N/F ' BEND X111.0 �� INV.-101.94 \ � \ -/ - , _ �� �: ` \ WIDE CINNAMON SPRINGS / � / O X11L35 1114"ry SMH `- X111.0 \ I TF 197:89j r 112.03 X11016\5 1 TF 109 90*. t GAR.F.F. = 4 Az y11.15 1 i TOW = 112.AO / GAR.F.F.=112.00 \ \� % / EXCB GAR.F.F.=i112.00 PATIO=108.25 11A\ e ` / T.F:=k68:13 i / PATIO-108.50 EX. .B. , i INV.=1Zt2:33 EX.SMH i T.F. 1k%/Q / '� �` / TF:109..0* : EX.TF=107:75 D13 f X111.0 ; / i TF:111.10* X113,6 14 X111.0 -. 110�� ' / \ EX.CB Xi11.0 / \ \` T.F.=109.99 �' 15 ' 112 x.CB; I f 1 TOW = 112.00 % 16 / ayawavnou�s GARX.F.= 112.00 I f ��®va u rl/V y' PATIO-1 8.25 I �i +�Q� �`• EX.SMH i 'X/ \ \ 2 O ,J ; ,L s®�• �s r} A= �i`s� TF=111.42 C.u rQ�s 19 ^ic` cc- NIF G° z SCOTT M. & TOW =113.18 ;, \ KAREN A. KIZIS FF GAR = 111.47 FF = 114.14 I \ PLEASANT MEADOW CHANGE ORDER #10 PLEASANT VALLEY ROAD DATE: 04/26/01 TO RAISE 2 BUILDINGS (UNITS 5-12) & (UNITS / \ N�F 13-20). AND RAISE ASSOCIATED DRAINAGE/SANIT X111 / 11Q STRUCTURES AS NEEDED. ,C0 c * PRECAST CONCRETE RISER SECTIONS TO BE PCB�12 \\ FRANCIS P. SMITH ♦ USED TO BRING T.F. WITHIN 8' OF DESIGN ELEV. A hp , T.F=111.50 SCALE: 1"-40' SDUT 1 T F-1i 11.50 ' \ \\ 112' STATUS: PENDING "O WIN®S08 p d^t.,` ,-��rim m'.'t,-^ r7wn*�' «.,�.F'.�^;�•'m,,.�rs�v+7., 5..:.o t' - � ':` ,.� �wrZ.R. ,, • TOWN`OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: , CHANGE ORDER CONTACT PERSON Phone No. " f Address DF I&S D, 1NI. .)C-T Site Name 1r-J& 'r nW1 S90 P&Z No. _ Owner tall+ . 7" U•C- Phone No. j Contractor K. Signature of Owner Date: Signature of Design Engr. Date:- ? ` 01) CHANGE: (Describe location and nature oi change. Include Fou r (4 ) copies of Plan/Profile of Cha 16For oDA Q e. r V P 3,Z5 JKArX . KOftWA 11, W Or Kfte aF fkW Reason for Change: (Why is change quired) 6-9 0 N D W 14TM.rk APPROVALS: (As Requir ) Dir. Of Planning Date: Town Engineer Date: 7114 ZOOO Dir. of Public o ks '` Date:._.. Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant - Pink - ..Director of Planning Goldenrod Engineering Department T•p `C108,0 FPW�71p � - f oo�N�a bSMM #3 11T.F.i 108.. �\ INV.q 96.2 PCB#3 46iW6108.0 1087S •1NV.=104.50 (15") PSMH %'INV.=105.25 (6") PCB#4 T.F. 10 t 88. T. 110.0 NV.=96.75 ^•is- INV-103.65 #_ -/ � it 9Fe• III M7z ems. :3 ' ``/ III 0.00> Io,' A p0 l•� // �s• / 11° e6.-110.0 INYG 12")=103.65 / •R,c ` WJ.(18")=103.15 X-110.F ROti PROS s11a55 I °i8A DWALL PLEASANT MEADOW--SRD o A^ 1140 PLEASANT VALLEY ROAD CHANGE ORDER: 7/13/00 SCALE: 1"=40` RAISE 1ST BUILDING:GARAGE UP 1.5' T.O.W. UP 3.25' 2z' F"F.UP 3.25' iP Psm #1 \ \ 1 TO BE T.F.=k8.+o F.L. 98.5 \\ PROP. 4' i STOCKADE X111.50 Q� \ FENCE Xtoss 2 PCB#2 1 T.F.=9•+'+&+z5.1/1.75 ` INV.=107.25 \ PFB#' INV-107.50 X' DS NY12 _ 0.015 F.P. \ ` 1 / PROP. 18 F. J ` F.L.=107.00 / 110 PLNGEPOPL 1 i 4 "y. i . COMMON ` RECREA T/ON \ c , ----- ----- BROKEN i AREA \.z ' MON. k= SHEET L 1) (1.07'-E) / (J..75=N) =' PROP. ST /-------------- 114 WALL W/SIGN `. (SEE L1)� PCB# ; T.F.=114.85 PCB#8 2oti INV.=110.75 PROP. S7REE7, i G' T.F.=114.85 7ge � -�•� L/GHT"fJWQ..•j--- ^'`NV.=111.00 00� F sM>� _ _"(SEE'DFTAX L.3) PROP. STONE 63771 WALL (SEE L2) ,i r t EX.I.P. i CLB:P Engineering Department Memo To: Michael J.Gantick, Director of Public Works From: Tracy A. LaPiene, Project Engineer CC: Date: 06/26/01 Re: Pleasant Meadows 2000-713 Pleasant Meadows has requested final inspections for certificate of occupancies from the Building Department for the two end units of the first building. Pleasant Meadows will be requesting C.O.'s within the next couple of days. I believe it would be in both the Town's and the developer's best interests to send a letter to the developer spelling out what items remain to be addressed prior to an issuance of a certificate of occupancy A.S.A.P.. I request that the Engineering, Building and Planning departments including the department heads meet to address the desired level of completion and any outstanding items on this project. In the past such as Collins Crossing the Engineering department has required a site plan as-built for the building and surrounding area of the unit requesting a C.O. showing grading, utilities and building location. The Engineering department also ensured that turf was established and all drainage and sanitary structures including detention basins were installed and approved. Based on the history of this project I have a major concern that the Town's options may be limited in the event that a C.O. is issued for these two units and the developer folds up or no further site improvements are made. The following is a partial list of items that need to be addressed: 1. Pavement is not accepted until compaction test results are received 2. Site plan for units and surrounding area to be received 3. Monumentation remains to be placed 4. Change Order is required for Garden Circle realignment 5. Grading around building is not acceptable—swale to be formed around building- may require slabs in rear to be replaced 6. No turf establishment 7. Detention basin remains to be built 8. A number of retaining walls remain to be designed and constructed including 3 within detention basin. 9. Detention basin outlet structure remains to be completed 10. Sight line hazard at Pleasant Valley Rd remains to be cleared 11. Top course of pavement remains to be placed 12. Common parking area striping remains to be placed 13. Handicapped parking delineation and signage remains to be placed. 14. Landscaping structures remain to be built Again, due to the magnitude and character of some of these outstanding items I would like to address this as soon as possible. CADocuments and SettlngslAdm nistratorlocal SetUngffen p\Memo MG 062601TL.doc Page 1 of 1 Town of • • • Engineering Department Memo To: Mr.Mark 1Gslyk From: Edward K. Beale, Engineer Assistant CC: File, M.Ganti M.Banach Date: 06/06/01 Re: Progress Inspection,Pleasant Meadows I inspected the construction project referenced above on 06/06/01: 1. Catch basin tops:The Town of South Windsor requires that all catch basin grates be galvanized. Galvanized grates have been delivered to the site and are being installed. 2. Catch basins 8, 1 and 4 are having leveling courses rebuilt so that the tops will have full bearing on the underlying structure. 3. Sanitary sewerhole 4 has been raised to meet the revised grades and the top precast cone as been removed and the new riser inserted below it. Leveling courses will have to be rebuilt as they were damaged during this process. 4. Air test of the sanitary sewer was completed today. All sections passed. Rjol Construction's foreman was told that a mandrel test was also required before paving. 5. Fijol Construction has called a testing lab to conduct compaction tests on the subgrade, subbase and base course. (Material Testing Lab., Inc., 1-203-949-7733). Subgrade was tested on 5/25/1. Test results were faxed to this office on 5/30/01. Additional soils information was faxed to this office on 6/07/01. 6. Progress as builts were delivered to this office on 6/05/01. They showed that the 15"pipe between C.B.8 and C.B.9 has no pitch. 7. Offset stakes have been set at 2' off face of curb line and marked with centeriine finished grade. Fijol Construction is dressing up the edges of the road box and doing a 4"+/- cut between C.B.9 and a point 50'towards C.B. 1 &2 where the grade was high. In the other areas of the subgrade box, a check of the offset grades with a string line shows that the subgrade is 4 to 6 inches low. The foreman from Fijol Construction said he intended to put in additional gravel to reach the subgmde elevation. Edward K.Beale Engineer Assistant Page 1 of 2 UTOWN HALUVOLZe4GINEERIbealeWLEASANT MFADOW9807.doo rs Town of South • • Engineering Department Memo To: Mr. Mark Kislyk From: Edward K. Beale, Engineer Assistant CC: File,M.Gantic .Banach Date: 06/05/01 Re: Progress Inspection,Pleasant Meadows I inspected the site referenced above on the morning of 06/04/01 with Ryan McEvoy. Employees of Fijol construction were air testing the sanitary sewer line with their own equipment. I informed that the air test would have to be observed by an inspector from the Town of South Windsor. They informed me that they were only testing the equipment that they had purchased and would call the engineering department when they were ready to do the actual test. Edward K. Beale Engineer Assistant Page 1 of 1 \\TOWN HALL\VOL2IENGINEER\bealeWLEASANTMEADOWSS 6.doc Town of • • • Engineering Department Memo To: Mr.Mark IGslyk From: Edward K. Beale, Engineer Assistant CC: File, M.Ga ck,M. Banach Date: 06/08/01 Re: Progress Inspection,Pleasant Meadows I inspected the construction project referenced above on 06/08/01: 1. Fijol Construction is changing water valves in the concrete vault near the site entrance. 2. Fijol Construction is final grading the parking area between C.B.2 and C.B.5. Edward K. Beale Engineer Assistant Page 1 of 1 11TOWN HALL\V0L21ENGINEB;Mw•PLEASANT MEADDAMM.doc Tovm of • • • Engineering • Memo To: Mr.Mark Kislyk From: Edward K. Beale, Engineer Assistant CC: File, M.Gan ck, M.Banac Date: 06/11/01 Re: Progress Inspection, Pleasant Meadows When I inspected the construction project referenced above on 06/11/01, 1 was able to talk with Mr. Mark Kislyk (owner and developer of this project) and representatives of Fijol Construction, the site contractor. We discussed the following issues at that time: 1. 15"pipe between C.B. 1 &2 will have to be installed properly. 2. Gravel specifications for material to be used in subbase course must be forwarded to T.S.W. Engineering Department. 3. Mandrel Test must be done prior to paving. 4. Inspector from T.S.W. Engineering Department must be on site when compaction tests are done on subbase. Notify T.S.W. Engineering Department 24 hours prior to test. 5. Revised progress as builts showing omitted sanitary man hole must be submitted. 6. Change order showing road realignment must be submitted prior to paving. These items listed above do not constitute a complete or final punch list for this project but are provided so that the site work can proceed and comply with Town of South Windsor requirements. If you have any questions, please contact me at 1-860-644-2511, Ext.241. Edward K. Beale Engineer Assistant Page 1 of 1 \\TOWN_HALL\VOL2\ENGINEER\beale\PLEASANT MEADOWS811.doc TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR. IT & SUBDIVIS".. N N GENERAL• s5.. '� Phone o.CHANG •..ORDER CONTACT PERSO 4 � '' "" '� Address Qy� S"W41" Site Name mil? • P&Z No. Owner MAW. 1% LILA! . Phone No. -57 ContriiqF 1 Signature of, .Owner AAZ s Date: Signature of Design Engr.. bate: __' a CHANGE: (Describe location and atur `.ofi., chancy Include ' Four (4 ) co es of pl Iprof Sae f han .) rNote Koad way _ Reason for Change: (Why is change required APPROVALS: (As RW )Dir. Of Planning ; - Date: LO Town Engineer Date: Dir. of Public Works r' <k Dates 7i 1- 10 Other: rt— `Hate STAFF COMMENTS. " White - Town Engineer Yellow - Applicant -Pink Director of Planning Goldenrod - :Engineering Department INV.14) 0 -J& INVe(15')- 4:SeF05.93� E 10 of fN .(6')=1 25 e46��� tF=#�khAB1tQ.99 `1� NV=10& 104.20 g� 1 y, `•f 1 ` / T.F.=tf@:9 1 O, ts• 91V.(12' � EXsm �0, 1F-111.42 Q W -103.60 / i p TOW ®11318 / e Vr FF GAR = 111.47 FF= 114,14 l r•r � � l ' m / . .3 n EX.SYH TF-111.21 f INV.=104.41 f T ems, q Jr" PERGOLA `� � o `F TFff 111.30 "'S' ADS N-12 N � Q .m o.7�c' CINNAMON l INV- 1a7.s4 SPRINGS / I Z� ! a COP I TF-4%.7&111.3E I INV(lr)-%735106.67 q�I 106.93 1 .v! Y 0 '00 Ex. ce#a 4b 71==# 8$114.94 S EN L NE J, fNih-Yff:Q9�'F10.90 P NG Sty OB#a & C8oi9 �� JZ, YL = 6fr 1F 114.77 INV=t1&�75"ftQ90 l NIP IN, FRANCIS P. SMITH 4p Q Pleasait+ (n eod ow SQD c6ge U�d e� I ► 40 tOwN aFt ti * r / 0/ t, �• C -OW U y � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR.Co TELEPHONE (860) 644-2511 July 25, 2001 Mr. Mark Kislyuk South Windsor Estates LLC 84 Willowbrook Road Longmeadow, MA 01106 Dear Mr. Kislyuk: This letter is to inform you of a number of items that remain to be addressed before the Engineering department will issue approval to issue a certificate of occupancy for any units at the Pleasant Meadows site. The following is a partial list of items to be addressed: 1. Compaction test results have not been received for the base course of pavement. Pavement is not accepted until compaction test results are received 2. Grading around building is not acceptable—swale to be formed around building- may require slabs in rear to be replaced 3. Site remains to have turf established on disturbed area around first building. 4. Sanitary sewer is not approved a) Sanitary main connection to existing Burr Meadow SMH was not placed at correct elevation and brought in above brickshelf. Brickshelf to be knocked out and new invert formed as remediation. b) New sanitary sewer permit is required for above work. 5. Detention basin remains to be built a) Grading not completed b) Turf not established c) Retaining walls remain to be constructed. d) Detention basin outlet structure remains to be raised 1.29' per change order 10 and approved plans. e) Berm on north side of detention basin is to provide a minimum of 1' of freeboard above proposed outlet structure top of frame—to elev. 105.50' min or revised drainage calculations to be submitted. f) As-built of detention areas is required to show that basins are built to proper grades and capacities. 6. As-built required showing grading around first building and for entire detention basin areas to show that grading conforms to approved plans. This is a preliminary list of outstanding items that remain to be addressed from the Engineering department review. Additional items may be required to be addressed pending review of the as-builts when submitted and further site inspections. Furthermore, approvals for issuance of certificates of occupancy are required to be obtained from the Planning and Building departments. Respectfully, Mr. Tracy A. LaPiene Project Engineer tal cc: Michael Gantick, Director of Public Works Marcia Banach, Director of Planning John Collins, Chief Building Official Karen Isherwood, Design Professionals SAENGINEER1Proj.-PU Wetland ApplicabonslPleasant Meadows\Pleasant Meadows Kislyuk 072501 tal.doc SAWN SC4 U ale SoaA ?40461d'40t � F G m M . 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �tf�oSOR-CO���v AREA CODE 860/644-2511 December 31, 2001 Mr. Mark Kislyuk �(�✓ `� �� South Windsor Estates LLC 84 Willowbrook Road Longmeadow,MA 01106 Dear Mr. Kislyuk: RE: PLEASANT MEADOWS SRD - Section 4.1.12.m of the South Windsor Zoning Regulations requires that a site bond guaranteeing completion of the development's infrastructure be posted prior to issuance of a Certificate of Occupancy in any SRD development. The regulation also has a provision for reduction of this bond for completed site work; and for a 10% maintenance bond for a one-year period after completion of the development(copy enclosed). In order to satisfy this zoning requirement,please have your site engineer complete the enclosed Bond Estimate Form,return it to us, and we will have the Engineering Dept. set a bond amount for approval by the Planning and Zoning Commission. Your engineer can use the same form to estimate the value of the improvements already completed, so that the bond amount can be reduced at the same time the original amount is established. After the reduced bond amount is established, please forward to us either a letter of credit or cash (passbook, certified check) in accordance with the enclosed bonding policy. Your earliest attention to this matter is appreciated, so that Certificates of Occupancy can continue to be granted without interruption. Thank you for your cooperation. Sincerely, Marcia A. Banach,AICP Director of Planning MB/sf cc: Design Professionals, Inc. Jeff Doolittle,Town Engineer John Collins, Chief Building Official 06D s ti REC r� MAR 1 2002 o �a TOWN OF SOUTH WINDSOR SOUTH WINDSOR PLANNING DEPT. STAFF SITE CHANGE �,OOti FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSONyhone No. Address sr , I� r1- --i =�` z a_ r Site Name ,� ' P&7 No, OwnerttT' s' .. � + , ' Phone No. Contractor Afigk���Z�Alm Signature of .Owner Date: ¢ , / Signature of Design Engr. r Date: � �. . CHANGE': (Describe location and nature of ange. Include Four (4 ) copies of plan/profile of Change. ) ne oe ,a Reason for Change (Why is change, required) ,/ .... " ' 4&1 ,, APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: - Date: STAFF COMMENTS: - -t White - Town Engineer Yellow -.Applicant Pink - Director of Planning Goldenrod - Engineering Department MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 1/28/02 RE: Pleasant Meadow Bond n The Engineering Division has reviewed the bond for the Pleasant Meadow SRD and recommends the initial bond be set at$293,000 for this project. We recommend that the bond for the Pleasant Meadow SRD be reduced to $101,240 based on the work completed to date. t ,VWV5 0.1./28/2002 09:59 FAX 2002 D'CE NILLE &AMi . CONNECTICUT'S BEST COMMUNITY BANK January 28,2002 Marcia Banach Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: South Windsor Estates Dear Ms. Banach: Please accept this letter as indicative of Rockville Bank's willingness to establish a letter of credit in the amount of$101,240.00 associated with the above-referenced project. This project was approved in a letter dated April 6,2000 by the Planning and Zoning Commission and in accordance with the approved project plans. The letter of credit will be issued shortly; if there is speck language required by the town,please let me know. If you should have any further questions,please feel free to call me at(860)291-3703. Very truly yours, ohn H. Cebelius Senior Vice President/Commercial Lending Officer j 860-291-3600 Connecting All Offices -- wwwsbr.com � Ekual Hauslnn 1645 Ellington Road, South Windsor, Mombcr CT 06074 ` arF FDIC � 1540 Sullivan Avenue,South Windsor,CT 06074 PH 644-2511 ext 253 Fax 644-7280 South • • Planning Department F APIX To: John Cebelius,Senior VP, Rockville Bank From: Marcia A. Banach,Director of Planning Fax: 291-3749 Pages: 1 Phone: late: 01/28/02 Re: Pleasant Meadows Letter of Credit CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑Please Reply ❑Please Recycle Please note that the development for which Rockville Bank is issuing a letter of credit for Mark Kislyuk is Pleasant Meadows, not South Windsor Estates.The name"South Windsor Estates"was rejected by the Town very early in the project application process because the Town already has a South Windsor Estates. MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer d� Date: 1/28/02 v RE: Pleasant Meadow Bond The Engineering Division has reviewed the bond for the Pleasant Meadow SRD and recommends the initial bond be set at$293,000 for this project. We recommend that the bond for the Pleasant Meadow SRD be reduced to $101,240 based on the work completed to date. 10*1N szq pad s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �OSox•co c AREA CODE 860/644-2511 February 1, 2002 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Dear Mr. DeMallie: Re: App100-07P—Pleasant Meadow This is to advise you that the Planning and Zoning Commission voted on January 29, 2002, to set the bond for Pleasant Meadow at $293,000.00, and it has been reduced to $101,240.00 based on the work completed to date. A bond or letter of credit in this amount must be posted prior to the filing of mylars and issuance of building permits. Sincerely, Kevin McCann, Chairman Planning and Zoning Commission KMcC/kag cc: Town Engineer Chief Building Official Design Professionals, Inc. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 644-2511 ext 253 Fax W-7280 South • • Planning Department FE w To: John Cebelius, Rockville Bank From: Marcia A. Banach, Director of Planning Fax 291-3749 Pages: 1 Phone: Date: 02/13/02 Re: Letter of Credit for Pleasant Meadow SRD CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑Please Reply ❑ Please Recycle Please feel free to use Rockville Bank's standard letter of credit format, however, we need you to reference in your UC that the letter of credit is to guarantee construction of improvements for Pleasant Meadow SRD, Application #00-07, in conformance with the plans, including any modifications, as approved by the Planning and Zoning Commission. Residential Foundation Plant List �'�� -�5�cr�'�sT Key Quantity Botanical Name Common Name Size Comments Tm It 160 Taxus x media "Densiformis" Spreading Yew 1511, 18" Ht., 4' O.C. Container La 11 30 Euonymous alatus "Compacta" Compact Burning Bush 1.5", 18" Ht., 5' O.C. Container Rc It 50 Rhododendron carolinianum Carolina Rhododendron 24", 30" Ht., 6' O.C. Container Js It 50 Juniperus chinensis sargentii, "Glauca'Blue Rug Juniper 18", 24" Spd., 5' O.C. Container Cd It 460 Cotoneaster dammeri "Lowfast" Bearberry Cotoneaster 15", 18" Spd., 3' O.C. Container Hh It 200 Iledera helix English Ivy 2 Yr plants, 12" O.C. Flats Rp It 30 Rhododendron PJM' PJM Rhododendron 24", 30" Ht., 6' O.C. Container . Er It 200 Eponymous fortunie Wintercreeper EUonymous 2 Year, 12" O.C. Bareroot Jc It 100 J. chinensis Pfitzerana 'Compacta' Compact Pfitzer Juniper 18", 24" Spd., 4' O.C. Container I-Is It 300 Hemerocallis speciosa Daylilly 2 Year, 18" O.C. Bareroot Plesant Meadow: Site Plantiniz List Plant List Symbol Botanical Name Common Name Size Ouanfity Comments Or Ouercus rubra Northern Red Oak 5 - 112'; 6" Cal. 6 B&B Ak Acer Platanoids Norway Maple 5 - 112'; 6" Cal. 7 B&S Ack Acer Platanoides "Crimson King" Crimson King Maple 5 - 112'; 6" Cal. 3 B&B Pc Pyrus cal/eryana 'Bradford" Bradford Pear 5 - 112'; 3" Cal. 10 S&B Ps Pinus Strobus White Pine 14'-15' Ht. 6 B&B Pa Pica abies Norway Spruce 14'-15' Ht. 11 B&B Pp Picea pungens 'Glauca" Colorado Blue Spruce 14'-15' Hl. 10 B&B To Thuja occidenta/is "Nigro" Dark American Arborvitae 10'-12' Ht. 38 B&B Rp Rhododendron P✓M' P✓M Rhododendron 24'; 30" HI., 6' O.C. 29 Container Re Rhododendron carolinianum Carolina Rhododendron 24'; 30" Ht., 6' O.C. J7 Container Ea Euonymous alatus 'Compacta" Compact Burning Bush , 24'; 30" Ht., 6' O.C. 17 Container Rv Rhododendron viscosum Swamp Azalea 24'; 30" Hf., 6' O.C. 28 Container Vc Vaccfnium corymbosum Highbush Blueberry 24'; 30" Ht., 6' O.C. 35 Container V/ Viburnum Trilobum American Cranberrybush 24'; 30" Ht., 6' O.C. 41 Container /v flex verficillala Wfnterberry Holly 24'; 30" Ht., 6' O.C. 20 Container Cs Cornus sericea Redosier Dogwood 24", 30" Ht., 6' O.C. 25 Container t 0wN deq C Tiowt, 0-le slotdA e � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 '~oSOR.co TELEPHONE (860) 644-2511 May 1, 2002 CERTIFIED MAIL 7001 2510 0003 1936 9199 Mr. Mark Kislyuk South Windsor Estates LLC 72 Mountain View Drive Belchertown, MA 01007-9341 Dear Mr. Kislyuk: Re: Appl 00-07P, Pleasant Meadow Change Order We are pleased to advise you that the Planning &Zoning Commission voted on April 30, 2002, to approve your change order for the proposed landscaping plans for the above project. The condition placed on this approval is that all landscaping and lighting must be installed at the entrance and around building one prior to any Certificates of Occupancy being issued for building two. Sincerely, Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: Robert Schechinger, Jr. John Collins—Chief Building Official Design Professionals, Inc. tCwN aF� rA * r � n 01 �• ci • 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soe-CO N� TELEPHONE (860) 644-2511 Mark Kislyuk South Windsor Estates 84 Willowbrook Avenue East Longmeadow, MA 0116 May 23, 2002 Dear Mr. Kislyuk: Based on an inspection of the site on May 23, 2002 these are a list of improvements needed to erosion & sediment controls and stormwater structures at Pleasant Meadow SRD. The soil stockpile behind building#2 must be removed. Silt fencing north of the stockpile has been buried and sediment is migrating off site. Silt fence north of the stockpile must be re-installed. The large soil stockpile south of building#2 is impacting the efficiency of the existing detention basin. Sediment has been allowed to spill into the basin. The basin must be protected from sediment migrating into the basin. Hydrology in the basin is suspect. This structure must function as a wetland. Prior to the release of any bonds, the basin must be inspected and the function approved by the original consulting .i/ t, biologist/soil scientist. All perimeter erosion controls must be properly maintained or rebuilt. Grading around building#2 must be re-done. The drainage swale must be re-built and vegetatively stabilized. The area immediately north of the detention basin between the building and the basin must be re-graded and stabilized by vegetative establishment. Questions concerning this correspondence can be addressed to this office at 644-2511 x229. Sincerely, Jeffrey H. Folger Environmental Planner/Conservation Officer CC. Town Attorney Director of Planning Town Engineer Atty. William Breslau �towN Sf�` 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 9 AREA CODE 860 / 644-2511 SOR•Co Mark Kislyuk South Windsor Estates LLC ' 84 Willowbrook Road East Longmeadow, MA 01106 May 29, 2002 Re: Pleasant Meadows SRD list of concerns Dear Mr. Kislyuk The South Windsor Engineering Department has reviewed our files and visitied the Pleasant Meadows SRD site. As a result, we have developed the following list of construction items to be corrected and finished with the Pleasant Meadows SRD. This list is not complete and should not be taken as a final punch list, but is a list of concerns with this project to date. The first group of items need to be completed before Engineering can approve any Certificate of Occupancy requests. 1. The swale behind the buildings needs to be graded, loamed and seeded. This swale needs to be graded to drain to the detention basin and should not hold water. As previously stated, some of the concrete slabs for the deck stairs may need to be replaced in conjunction with this re-grading. 2. Soil stockpiles need to be removed or secured and stabilized. The soil stockpile behind the second building should be removed. The other piles need to be secured with silt fence and hay bales and stabilized by hydroseeding to prevent further erosion. 3. The area of the third building where the foundation hole is dug and soil stockpiles are located needs to be secured with construction fence. This fence must run around this entire area and tie into the natural barrier on the south side and the retaining wall on the north side. 4. The catch basin and sediment structure near the inlet to the detention basin needs to be uncovered (soil removed) and ringed with silt fence and/or hay bales so it does not get buried again. 5. The detention basin outlet structure elevation needs to be raised per change order 10 and the plans. This needs to be shown and certified at the correct elevation on a revised as-built plan. 6. The berm on the north side needs to be constructed to the design elevation, to provide 1 foot minimum freeboard above the outlet structure elevation. This needs to be shown and certified at the correct elevation on a revised as-built plan. 7. The brick and mortar inverts in the sanitary manholes must be rebuilt to function properly. A new sanitary sewer permit is required for this work. 8. A revised as-built plan is needed for review and approval before a C.O. can be issued for the second building. This needs to include the grading and elevations on the site around the first and second buildings and the detention basins. Locations and elevations must be shown for the detention basins, drainage structures, sanitary sewer manholes, retaining walls, roads, driveways and all other site improvements completed. tpW M eft Zl ` y �_0� ale soup ? - 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ~�soR.CO TELEPHONE (860) 644-2511 Other items that must be corrected or completed as soon as possible are: 9. The storm drainage and sanitary sewer pipes on Burr Meadow Condominium property need to be checked for settlement and damage near where the storm drainage pipes and sanitary sewer pipes from this project were connected to existing pipes. Any damage must be repaired to the satisfaction of the property owner. 10. The catch basin sumps must all be cleaned 11. The drainage pipes in the catch basins must be cut flush and mortared to blend in with the inside walls. 12. The 15" pipe between CB8 and CB9 has no pitch according to the as-built plan for the first building. This must be re-laid so it has at least 0.5% slope or certified that it has at least 0.5% slope on a revised as-built plan. 13. The cast iron frames on the sanitary manholes must be grouted in place. 14. The lifting holes in the sanitary manholes must be filled with mortar. 15. The CB tops must be grouted in place. 16. The retaining wall between the detention basin and third building must be built according to the approved engineering plans. We are concerned because this was built and then disturbed by the excavation for the foundation of the third building. Engineering needs to inspect this wall and its final construction. Additional inspections may also be necessary 17. The pavement top course must be 2"thick Class II (after compaction). The compaction of this top course must conform with Town Standards as verified by an approved testing laboratory. 18. The large detention basin needs to be cleaned of soil from the stockpile, and debris, regraded and seeded as necessary. This is not a complete list of outstanding items but includes the items identified by the Engineering Department to date. All site improvements need to be completed according to the approved plans and approved change orders. Additional items may need to be addressed based on further site inspections prior to Engineering signing-off on future certificates of occupancy or building permits. We can arrange to meet on the site with you and/or the contractors to review these items. Please call me at 644-2511 x 245 if you have any questions. We look forward to a successful completion of this project. Sincerely, Jeffrey Doolittle, P.E. Town Engineer Barry Guliano, Town Attorney Attorney William Breslau Millenium Designs 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 860 / 644-2511 YpSOR.Cpt, Mark Kislyuk RECEIVED South Windsor Estates LLC JUN Z 4 Z002 72 Mountain View Drive Belchertown, MA 01007 June 24, 2002 SOUTH WINDSOR PLANNING DEPT. Re: Pleasant Meadows SRD list of concerns Dear Mr. Kislyuk The South Windsor Engineering Department has reviewed the "as-built" drawing submitted for Building 2 at Pleasant Meadows SRD. The following items need to be corrected on this drawing and a revised plan submitted for review and approval before we can sign off on any Certificates of Occupancy for this building. 1. The street addresses listed on this drawing need to be corrected to show units 201 through 208. 2. The sanitary sewer manholes need to be numbered as they are on the approved plans. 3. The sanitary sewer manhole in front of the middle of building 2 (SMH#5?) has 5 pipes in and out of it. These need to be accurately shown on the plans and the inverts checked and accurately recorded. 4. Swing ties need to be provided for the sewer cleanouts in front of building 2. 5. The storm drain pipe from CB8 to CB9 is shown as flat (0% slope). This needs to be checked and repaired if necessary. Storm drainage pipes should have a minimum 0.5% slope. 6. Show the electrical, telephone, cable, and gas connections to building 2. 7. The foundation drain from building 2 was not found in the detention basin outlet. Verify the location and show the actual field location and elevation on this drawing. All the other items in my letter of May 29 remain to be completed, except for the construction fence around the excavation for building 3 foundation. All site improvements need to be completed according to the approved plans and approved change orders. Please call me at 644-2511 x 245 if you have any questions. Sincerely, Jeffrey Doolittle, P.E. Town Engineer cc. h, Director of Planning N0�4 Puli?noa , Town Attorney Attorney William Breslau Millenium Designs Design Professionals r FROM MILLENNIUN DESINGS PHONE NO. : 8605481025 AAg. 14 2002 O2:26PM P1 07111i02 VTD W14 :"AZ $602498094 CT LTG (:TR Maim Shawroonta S,WUnch Corporate 6ithes9 �� Ir j Showir+arom 160 Brainard i"d 23S Queen sff--6t hlzr&M,CT Qlit t4 ! 5nutha�ton,CT 06489 09ne(W)249.763 i +lid fax(460)�Z494994 � ph f2x( 60)8 1.8191 BS tax(96b)671.8(99 PRE -�'+•' ','�� ':'.,... .: rat-;-;�-Y::. �tyy�� �-�zr�.°--*-,—: .•Y..�.t LYt„ f :,• '" •„S .acre '• at:, ""kil. °il.Y.rM �'.�4r":`a:" 7C3�t�! WWW-0tlighting.com 3. kG 3 -• :qr�t'�- ; 1 .) "CR RA71VE ZZVEL0PRP", INC lm'p VZEATIVE Dr--VELOPErm INC �P � 7E MQt.il+iTAIN VIEW DR, +7E MQUhi'I"A1N VIEW OR � O�- BELG;i-EFtTOWN MA 01007-T341 ,: iE CME�C`i"OWN MR01Cre.. -.34. (9/ (Jr � ITOMIR P.O.No. OUTSIDE L IGHTINS Ct{Il TOM BR P.O.NO, OUTSIDE LIGHT rN3 40RI DER M1 !' 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'�F�':"..f"� :rt.�- is:•:? „�.str Yv� a i4i � PI � (,✓ .'�.CY�.Yi+:l l";, •,11:, •si};4=t' e. !�¢t M "' t: f+Ya !1 „x4,QA 7 ! �i'',:. .,. �...:! 1 1 RPM. P iYN ^ �ua�wru�+�r � - --�--r E W.1�TMAL idC1F-3Rj9:',w:'?a}F!.,r•.,.Yfi.Y}¢;n,.:''sd.l.'""r".:i: y tt ''C�{ �• lQY{WUr.1gYY( .�i•,k. A'y""'( "4: Co f::i'4y'•'4:.::C:'..•v:"....,:i:lTkti.d.Y k:;.::fl �'1Y f1i an TIF1ACto oh cry - ITa r.:. tp tr Yi,.-+Y;:•J, , L;b •a:aa,ra... �'A"'I:.�saJ rr J47iliL"RTR/p?K,y! 00 ;'j nrR„4� '44zz.P5::.�."•if.w�9,jtip��ti +{P+ A :,,,,.,i.r..:E.L.::'%'. ut�iSa2:.i•nii ti`.-:,n,:'•,,:,,.i.,." Y F •f 4 I Y, •i f jif,I(r.r rNt' f. f ItYI ¢ 1 I,:.I:in: t..i[IV)CiVI d1GV`V 0.O0 a° Y'':�iirA'•,.a.;Yn:(Fe{'d'�a, 1 f8 }[ G"•.f78 ;M S"."ro,"q i; d '�t"ndili:i ,z5:� VED'CM�nn7v8s7EfYn:4Y31rdt5kkab �'w��v';rt�,Ytr[x.t� IA7ay��'A� :�'.'�R�;1'y'aPba��1.,��;1 S��P �3Et + "slc..}.I�i:.q.�,:y�:„ �!�" ti � — D7HE�EHM3ut3cq►IpTIONrs . ' IhFip S{a rl �a.Att �7°.f ?14Cy1.:rr ` !'i4 YSy "�Pk. !s'i �a � ,ys}; !""""Y"t 'lnS,,,.,..�.,ri^;�rA;•}G:'?Si r •t.•�z.s,f:.y°^9t°1°t,e'c'id P1.7 p'{'4' t.-Q? :.ya +a.",:4:.,.'i7'i,e'44e;'d i;'`..t ! S: o�r;'cFm•iaurarolNv�S, r, .s.. -.:. a T .�k:rE:;; B�'ePP.u:.:c•x:w:.au:-w•}3Y. rnrd•.:1•Yc�r.',c,�...,.9...."[:..zkaY..t"k:"l.k�....._..£yf:iA-3r•...BG'ta.ra:[S4'I,..�.c ._iu ....,....:..; ... .............i SHIPMENT NUMBER ] SHIPMENT NUMBER CREDEV 1O857C2-0000-01 1085702—OCOO—Oil. 413-323-3710 r"'CREATIVE DEVELOPERS INC SWI CREATIVE DEVELOPERS INC wRK KISLYUK MARK KISLYUK 72 MOUNTAIN VIEW DR 72 MOUNTAIN VIEW DR CUSTOM E H;.D.fXERT01ti17N MA 01007-9341 cusrolj;&gERTOWN MA 01007-9341 OUTSIDE LIGHTING 0 OUTSIDE LIGHTING 0 *** T ****** nGTrmv T****** GEN SHIPMENT NUMBER SLSMN. ORDER DATE TAKER CUSTOMER P.Q.NUMBER DATE 08,�702-0000-01LTGRTT ' INSTRUCTK)h S T FRT. PAGE NO. QUANTITY DISP ITEN CODE AND DESCRIPTION U/M MULTI. UNIT PRICE AMOUNT )RDERED 8.0- RET. SHIPPED 3 ( 1j *HIN740-16BK EA 276.00 828.00 16' ALUX BLACK POST PLEASE MAKE DOOR FROM. BOTTOM POSP PO#: 1008353-0001 1 ( 2j *FREIGHT IN A O.CO 0.00 1 PLEASE CHARGE FREIGHT 3 I ( 3) *HAN9833BPVERDI EA 436.00 1308.00 RICH?BOND SERIES POST TOP PRI S14AT IC POLYC..UU-O— NATE /BALLAST AIR 175W PO#: 1008352-0001 3 ( 4 )*BULM/Hl75U A 23.00 69.00 175W METAL HALIDE coca!>xaLaaa1lcy � •�+ SUBTOTAL 205.00 *•:TATE TAX APPLICABLE C•CCIN9IDER CPAIPLETC MISC.CHARG?E p•'EP/OTHER w APPLICABLE D•PIREOT G41PMENT ..STATE a FEDERA LTAXA-PL F•►ACTORY MINIMUM FREIGHT IN FREIGHT OUT TELE.CHARGE •6ALANC!BAC�.3!tDEREO rt•1!ETUENED CYI. - �_� FRT.lSHPG./HDLG. FED.1OTHER TAX 0.00 STATE TAR 132.30 PAYMENT RECD p p p i TOTAL XMOUNT DUE I 2, 337.30 1 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION k GENERAL: k CHANGE ORDER CONTACT PERSONA Phone Phone No.4&--& - " Address ''' . / Site Name P&Z .No. L ` Owner , Phone No. Contractor. � tt� f.., : . Signature of Owner Date: Signature .of Design Engr Date: , CHANGE: (Describe location and nature ,of ange. Include Four (4 ) copies of plan/profile of Change. ) Reason for Change: (Why is change required)_ APPROVALS (As Required)6 Dr. Of Panning Date: ho/o . - Town .Engineer Date: Dir. of Public Works Date: Other: Date: " STAFF :COMMENT aey J -6- r White - Town;-Engineer . Yellow - Applicant Pink Director of Planning Goldenrod - Engineering Department - .. ,..a 3. acawliu..:-:, by ..'"•.:'., d:-., . :d .. .....-.'. J 1c e LESCO INC., 15885 SPRAGUE RD. STRONGSVILLE, OH 44136 Product: Item: 019586 TEAM MATES PLUS MIXTURE LOT NUMBER: M123-2-100 Yo PURITY COMPONENT % GERM ORIGIN 24.90 STETSON TALL FESCUE 90 OR 24.89 BRAVO TALL FESCUE 90 OR 19.61 LANCER-E TALL FESCUE 90 OR 19.37 ALLSPORT PERENNIAL RYEGRASS 90 OR 9.92 SHAMROCK KENTUCKY BLUEGRASS g5 OR OTHER NGF-;cDiENTS NOXIOUS WEEDS: '5 'OTHER CROP SEEDS NONE FOUND 0.66 INERT MATTER 0.00 WEED SEED DATE TESTED: 01/02 AMS 635 SET WEIGHT: 50 LBS SHIP TO: LESCO, INC. CIS 76 -X-- oe-) "1 1 • � r � Am G r• , l Minim - ll ago in in eo If A wt c r WVr' yea• � - �, <� _ , '' , ;` ''WL te4a&t any +, n s --t _ - Ot t � r- 6_ ' 11 ��.• e - - A L as -0010 bewa�s - �s a _0� ?d&U&10't 710v� OPS 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR.Co TELEPHONE (860) 644-2511 CERTIFIED MAIL—7002 0510 0001 2314 4321 y December 3, 2002 Mr. Mark Kislyuk South Windsor Estates 72 Mountain View Drive Belchertown, MA 01007-9341 Dear Mr. Kislyuk: Re: Appl#00-07P, Pleasant Meadows The Planning and Zoning Commission is holding the following Letters of Credit: Projects Bank Amount Expiration Pleasant Meadows RB $101,240.00 2/23/03 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly. Very truly yours, n � Michele R. Lipe, AICP Assistant Director of Planning MRL/kah s - . tow" xe4 c .4 . Town O-P S-OtdA 9 � 0 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 '�OsoR.c° TELEPHONE (860) 644-2511 CERTIFIED MAIL 7002 0510 0000 8114 9857 January 15, 2003 Mr. Mark Kislyuk 72 Mountain View Drive Belchertown, MA 01007-9341 Dear Mr. Kislyuk: Re: Appl#00-07P, Pleasant Meadows Expiring Bond We have not as yet received any renewals of the letters of credit, which expire February 23, 2003 in the amount of$101,240.00 as noted in our previous renewal request of December 3, 2002. Please be advised that discussion of this matter will be placed on the February 11, 2003, agenda of the Planning & Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. Very truly yours, *V4VI lal-u Michele R. Lipe, AICP Assistant Director of Planning MRL/kah j w South PlanningDepadment Memo To: Gray Bujnowski, President, The Gray Zone Inc. From: Marcia A. Banach, Director of Planning CC: Jeffrey Doolittle, Town Engineer John Collins, Chief Building Official Date: 03/04/03 Re: Pleasant Meadow Senior Residence Development I received your fax correspondence dated March 3, 2003, regarding the 2 streetlights that need to be installed. The Town Engineer and I concur that street lighting cannot be installed now due to weather conditions. Therefore, as suggested in your letter, the outside building lights can be temporarily set to remain on all night until the 2 street lights are installed. The Certificate of Occupancy for unit 205 will not be withheld on the basis of lack of street lighting. Please note, however, that a C.O. for your remaining unit will not be granted until the permanent street lighting has been installed. Please contact me if you have any further questions. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail banach( southwindsor.org - •Page 1 THE GRAY ZONE INC 18606423959 P. O1 .r y .I =owe INC. god r�l 1A rois sna I ! Leba I n. Ci Phan !''�'� .i )t'i�rt'�1 I ,2t)03 i ' � I, i � `' .1•'} I f p ` I �3 5 x a ?1?lteici Banac!h MAR - 2 -^ i Djiejt4 r Df Planing o,�yi : 1540 livan Avenue iut h,.Nl indsor, 'r. 060 4 s° y ' t 0ev 14T r.4•la SatlaCh, As l,c In intie on;wrth thi, project, (Garden Circlo,I find myself facing many trial it; ou will, hly eyes ha •e been I I ' ` c' `n`•' s to how the oti ets ti uly operate, amTwe the,lucky ones. Anyway,I �� �a small situatuio I tN t I n e � 11 I year h 111 with. As we g clos r to finishing up unit 205,I have been trying to ge 1 outdoor lighting Mu ace y. 3ave nun into the'usltal but have finally gotten a check anal have placed t j der for two more lmr vt li�htr i I .• Hek a is 'here the futi be ns� 1. Rosa electric said just short of Tasting he cannot' i trench to Colin t t e I��o } xj e� ther als6 happen tp b 4 ftow sn banks 411 around the fight line. 2. 1,11 i 11 g poles will be a�.silot.,le in j ll h li ' t lxt res are a custom tuade frxtur I that will take 6- c I sl10 py7�.:. ;• days,ti�ortunalty the g ti. o e 8 'v. �k' o get My que�}�� t4 yQu i ttn ti swat tip It•mpora es of'ome sort, or can 1vc use tho.Cx�etior lights on the lding,modiiicd to,lx >n > . . drsk to awn, Any othensupg stionV i look forZvard to talking with you on this'I 'l tank h. Bray 3ujnow0i I {, > csid The Gray Zon Jr C. c.lf# 46 .5b08 ro9t- "Fax Note 7671 - Date 5 � �aos�l t 4 ! ! ! � ? i '•x- rAl pp i I ! j <i h To From. ;I i Co t. Co. ': a IAAA 'e (n Phon�l •.t f T- I. $. Fa N O Faitk I i I j if v m , N � I � � o N A—At W ILI ■i-,9 ■0-,L ■B-,0 t O .o > N rtt-At m i N � M h W W fi f ■ n tr 7'-10" TERRACE a I 13�'2'xT17�70' 7-7 m I I M 7'-4" �I I 06M MNM RIM m N m KUM M iT4'XW4• 0 11'-4" 0 0 ' I a o4� i EAT-6�41lF KITCK34 _Q ¢ CLOL 5'- opm m co aE-eyw c�v °M I cD HEDRONI I N HELM WW3d3W CD4•-0 Fora r4, 1* I tV 0 6 10'-s" c I I I 14'-0" 1 s'-s" 1 s•—s Z, , 32-6 R•1 t rye art! i O N I o J I W co Ell «9—,s ■o—,at ■�-,B .0-,L w9-,Ol � coI 0 N � � O ■tt-,5t GP I r7 � N N ~� w m O 16 CD a I � o' N a W � � I r0—�'tr r9—,6 ■Q—,zit «�—,tzi «0-,Lt 1 3.—Or 0 TERRACE v GREAT RM 13'2'x17W N ■ I DO 17 I DINING W4 iD M LM lw MASTER BR 17'4'313'4' a 11'-4" 0 0 o b ih v nr EAT-IN-KITCHEN SUP O CLOS, 9'-5 d 5'- Wito Q+EN TO IcaM DEiJ0.GARAGE °� I co BORM BELOW I C4 12'B'x13'9' 4'_0r F� 13'-8" 10'6'xi2'4• � I `LV o a 10'-B"t o C I I I �t 11'-2" 14'-0" 18'-6" 18'-6 cF�ynn�,eeLa s.F.] 32'-6" fi1iST FLL�R CS93 S.F.] ;L"D-- 435.69+ ITT — 1342 .21 �d 59'-9r 341! -- ---- TOVMH `{yli/'1YVt♦ vow i.'�C�.} i, 8'-0• 1 T-8• 13'-8' --- -- ----- ---- 'i o I Q � gs•Z� 13GMT IN .� � RM x � _ it---aK 8R j ley, are' - o C, EAT-N-KITCM IOTCHM OL I ej 0 • / C( y� `ao a _ o 'PING I, 85.284MW _ — 2 5 9 .2 2 f 616•+ -- - - - 113.394 �3�Z•Z7 12'-7r 1 ' : - �� 1�esN►.��- a d,d F cep . . so—on 20'-5" 0 B CONY OPEN TO OPEN TO CREAT RM. BELOW DININO RM. BELOW s c RM. M W -..� BEDROOM CLOG, ON LOFT a0S. �-0' 3'-8" 0 0 ELEVATOR BATH 46.69+ ' 0 c 384 4 •+ CLOSET l DEN 5•_ CLOSET BATH ,ly ij:: ' OPEN TO O ZZ BEDROOM to RY a R q3�•�1 BEDROOM FOYER o . I t h 14'-oN 25'-9" 12'-7" '-10" 60'-2" RICHMOND Oa z)3PSi*tescapO t: 9810WA - 9811 WA - 9832BP 9833BP - 9837BP - 9838BP SITE • ROADWAY • AREA LIGHTING g a� �.. PW s •H,t i a� �-�-t•i S k � ati'�'S�•3`+�-^ fit; - 5. r k t h F. -°Y Wall brackets available 3 o- " -- shown on page A 1 t:. s .... C , T S A ,t}t2ts i _ - \ �t ti �4 t r, t 34 .Q n ¢yc r S Z )Y 1 9837BP H.351h" - r W..153h" FIT7ER-31.D. Finish shown-Black(A) •ppB'`Ra.' � �f b OPEN ROOF � OPEN ROOF SOLID ROOF OPEN ROOF � SOLID ROOF Models - 8"� Available 9832BP 9833BP 9838BP 9837BP 9810WA 9811WA L-9 Hanover Lantern,inc. RICHMOND Sitescaplol 9810WA - 9811 WA - 9832BP 9833BP - 9837BP - 9838BP SITE • ROADWAY • AREA LIGHTING FIXTURE SELECTION GLASS REFRACT GLASS REFRACTORS GLASS REFRACTORS AVAILABLE AVAILABLE AVAILABLE -- 6'TYPE III 6'TYPE In OR V 8'TYPE IA OR V 8'TVPE II O 8'TYPE II OR V 8'TYPE It OR V OPEN ROOF .........' SOLID ROOF OPEN ROOF SOUD ROOF ........... L2L OPEN ROOF SOLID - TOP VIEW ..:..�_,::,. 3'MIN.TENON LENGTH .' BA T TRAY BALLAST TRAY FOR 9800 SERIES QUICK W/OUICK DI NNECTS DISCONNECTS HEIGHT: 32112" 321/2' 351/2' 351/2° 331/2" 331/2' WIDTH: 15 3/4° S 3/4° 15 3/4" 15 3/4" 15 3/4' 15 3/4' FITTER DIA./PROJ: 3"I.D. 3 D. 3"I.D. 3'I.D. 201/2' 201/2' T/O: 25 112' 25 1/2' FIXTURE NO. 9832BP 9833BP 9838BP 9837BP 9810WA 9811 WA MAX.WATTS- INC. 250w 250w 250w 250w 250w 250w M.V. 175w 175w 250w 250w 250w 250w H.P.S. 150w 150w 250w 250w 150w 150w M.H. 175w 175w 250w 250w 175w 175w ,,SPECIFICATIONS FEATURES MODEL No.shown 9832BP E.P.A.-1.96 SOURCES:(factory installed,prewired and tested). Max.Wt.33 lbs INC.-(incandescent)250 watt max. 'I MV-(mercury vapor)50-75-100-175-250 watt. S-(high pressure sodium)35-50-70-100-150-250 watt. MH-(metal halide)70-100-175-250 watt. One pc.cast aluminum turned top FINISHES: welded to roof. All Hanover Lantern finishes available,see page 3 for selection. Cast aluminum hinged roof for easy relamping. PANELS: CA-Clear acrylic. Prismatic polycarbonate roof panels shown. CP-Clear polycarbonate,UV stabilized. (others available contact factory.)Panels secured with clips&screws. OA-Opal acrylic. OP-Opal polycarbonate,UV stabilized. PP-Prismatic polycarbonate,UV stabilized. . .. ...... . 15 3/4'sq. VOLTAGES: Cast aluminum hinged cage. 120-208-240-277-QUAD(contact factory for availability) 32 1/2' Prismatic polycarbonate cage panels REFRACTORS: shown.(others available contact factorv) No.81-6'borosilicate glass,type V distribution. Panels secured to cage with clips&screws. No.82-6"borosilicate glass,type III distribution. Porcelain mogul base socket. No.83-8"borosilicate glass,type V distribution. (Medium base socket available contact No.84-8"borosilicate glass,type II distribution. factory,l Lamp not supplied. Cast aluminum top ballast housing. PHOTO CONTROL:(optional) factory"installed. No.10-120 volt only. Ballast&component parts mounted No.11-208 to 277 volt. inside moisture proof ballast compartment. (Customer must specify ballast wattage& ORDERING . GUIDE voltage desired.) 21/2° Cast aluminum post fitter slips over To ensure prompt and efficient processing of your order, 3.dia.post ortenon. Please follow the sequence listed in the example below. 1/2° External fasteners are stainless steel 0 SOURCE: 0 WATTAGE: 5/16-18 six supplied. INC.incandescent MV-50-75-100-175-250 MV-mercury vapor S-35-50-70-100-150-250 S-high pressure sodium MH-70-100-175-250 MH-metal halide © VOLTAGE • •METRIC . . . 0 MODEL NO.: 120v.-208v.-240v.-277v. 9832BP 9810WA 9833BP 9811 WA 0 REFRACTORS:(optional) Symmetric Distribution 9837BP 81-6" glass type V Fixture: 9832BP Optics: Type V 9838BP 82-6° glass type III p yP 0 FINISH• 83-8' glass type V Lamp: 150w H.P.S. Mounting Height: 12' 84-8" glass type II .Lamp Lumens: 16,000 Panels: Prismatic polycarbonate See page 3 for selection. (D PANELS: (D PHOTO CONTROL:(optional) 60 CA-clear acrylic 10-120 volt only. Coefficient of Utilization CP-clear polycarbonate 11-208/277 volt. 40(c ,ea show total I—, vtnization (in x) OA-opal acrylic OP-o 40 nate PP-prismatical polycarbonate 20 2 30 0 0 0 0 © 0 0 S 9832BP A CP 100 120 83 10 ° j. 20 STREET SIDE For post selection, see pages P-1 to P-8. 2 1 o HousEslDE Accessories selection, seepages A-1 to A-4. 20' m s z :2.10 a .1 ° 1 2 3 4 5 =Hanover® 60' Mounting height multiplier for isolux. � = I 60' 20 20' 40' 60' HOUSE SIDE STREET SIDE Mtg.Ht.(tt.) 1 10'I 11'I 12'I 13'I14'1 = - LANTERN,inc. RATIO=Distance along Correction factor 11.4 11.2 11.01.861.73 =411 HIGH STREET•HAN OVER.PA 17331 USX Mounting height - PH.717 632-6464 • FAX:717 632-5039 E-Mail:hanoveriantern®sun-tink.com L-10 DF7 Designer Floodlight m 7"- Diameter SPECIFICATIONS General: Each Gardco DF7 luminaire Optical Systems: The wide flood,ver- Lampholder: Pulse rated socket is is a floodlight for high intensity dis- tical flood,and horizontal spot optical glazed porcelain with nickle plated charge lamps. Internal components are systems are homogenous sheet and screw shell. totally enclosed, rain tight,dust tight, extruded aluminum,electrochemically and corrosion resistant. Housing,door brightened,anodized,and sealed.The Finish: Each luminaire receives a fade frame and knuckle assembly are all segmented reflectors are set in faceted and abrasion resistant,thermal cured diecast aluminum.A choice of 4 optical arc tube image duplicating patterns to textured polyester powder finish elec- systems are available. Units are suit- achive required distributions.The nar- trostatically applied. able for direct to conduit,surface or row spot reflector is hydroformed pole mounting. faceted Alzak aluminum. Labels: All fixtures bear UL Wet Location and IBEW labels. - Housing: Single piece aluminum Electrical: Each high power factor Gardco reserves the right to change housing is diecast in a soft barrel form. ballast is the separate component materials or modify the design of its One piece extruded EPDM gasket magnetic type capable of providing product without notification. mates with door frame to exclude reliable lamp starting to-20°F. moisture,dust, insects,and pollutants High Pressure Sodium ballasts operate from electrical and optical systems. lamps within ANSI trapezoidal limits: 6-3/4" Door Frame: Single piece diecast Metal Halide ballasts are medium aluminum door frame integrates to regulation auto-transformers providing housing form.Captive stainless steel ±10%power regulation with±10% hinge pins allow access to luminaire variation from rated input voltage. for installation and lamping. Door Component-to-component wiring frame is hinged closed and secured to within the luminaire will carry no more housing with(2)captive stainless steel than 80%of rated current and is listed recessed allen head bolts. by UL for use at 600 VAC at 1500 or 180' ® �� ' Heat and impact resistant 3/,s°tem- higher. /1-1 358' pered glass lens and one piece silicone gasket are mechanically secured to door frame with 6 galvanized steel retainers. 16" Knuckle: High strength diecast aluminum knuckle features an integral splice compartment eliminating the need for a supplementary junction box 9" and thereby permitting closer to grade 13-3/8" mounting.Single captive 3/a°stainless steel allen-head bolt and stainless steel nut securely lock knuckle aiming teeth in 50 increments. Opposite cover plate 1, is removable for access to splices. Knuckle assembly is fully gasketed. Gardco Lighting 0 2661 Alvarado Street San Leandro,CA 94577 U.S.800/227-0758 CA 510/357-6900 FAX 510/357-3088 --%THO�AS RM 79115-73/493 Designer Floodlight - 7" Diameter DF7 GENERAL DESCRIPTION: The Gardco DF7 is a flood luminaire with ,t:= a choice of(4)precision faceted optical systems.Each is designed to provide a A specific distribution and sharp cutoff of stray light.The contemporary soft form diecast housing is available in a variety of finishes creating compatibility with most architectural and landscape elements.The high strength diecast aluminum knuckle features an integral splice compartment eliminating the need for a supplementary junction box and thereby permitting closer to grade mounting. ORDERING LUMINAIRES PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS DF7 — SP — HFL — 175MH — 120 — BRP — CH HFL 70HPS 120 BRP PCB C VFL 100HPS 208 BLIP BD J HSP 150HPS 240 NP CH DF7 W NSP 70MH 277 WP POLY -`� W90 100MH VP F SP 175MH Sc FF 250MH` Not suitable for use with HFL distribution. ACCESSORIES (Order Separately) ST 18"Stanchion for in ground concrete burial mounting. TAB - Twin arm bracket for use with ST or PTA PTA - Pole Top 2%"tenon adaptor PT2 - Pole top 2%"tenon adaptor for twin back to back fixture mounting. Mounting C = Stub-up conduit mount. For direct mounting to(2)1/2'or 3/4"GRC or IMC conduits.No j-box required. J = J-box mount.For mounting into 1/2'hub.The J-mount is also suitable for direct surface mount to walls or ceilings when fed by EMT, BX,SJO,NM,etc. (For surface mount to outlet box,specify W or W90 mount). W = Wall/Ceiling canopy mount. For mounting over recessed outlet box.When mounted on vertical surface,provides 3600 rotational aiming and vertical aiming from straight down to 1000 up. W90 = Wall arm mount.For mounting over recessed outlet box.Provides full axial aiming range. SP = Stanchion/Pole Mount. For mounting to stanchion or pole.See notes below. For single SP fixture mounting,Stanchion(ST)or Pole Top 2%"Tenon Adaptor(PTA)is required and must be ordered separately. For twin SP mounting,two luminaires must be ordered plus a)The Stanchion(ST)and the Twin Arm Bracket(TAB) b)The Pole Top 2%"Tenon Adaptor(PTA)and the Twin Arm Bracket(TAB)or c)The Twin Pole Top Adaptor(PT2)for back to back luminalre mounting. Distribution Finish Options 00 Gardco Lighting HFL- Horizontal Flood BRP- Bronze PCB- Photocontrol-Button Type O VFL - Vertical Flood BLP - Black BD - Barn Doors 2661 Alvarado Street HSP- Horizontal Spot WP - White CH Cutoff Hood San Leandro,CA 94577 NSP- Narrow Spot NP - Natural Aluminum Poly- Polycarbonate Shield U.S.800/227-0758 VP - Verde Green F Single Fuse(120V,277V) CA 510/357-6900 SC Special Color(Specify) FF Double Fuse(208V,240V) FAX 510/357-3088 1 THOUP'S 103 Garden Circle ® RECLZ jj/ED South Windsor, CT 06074 JUN ® 9 2003 Mr. Robert J. Deptula,R.S. SOUTH WINDSOR pLANNNG DSpT Town Sanitarian Town Hall 1540 Sullivan Avenue South Windsor,Ct 06074 Dear Mr. Deptula, I am concerned about the accumulation of water in the construction site at my condominium,located off Pleasant Valley Road(Pleasant Meadow). In spite of a wet spring, water accumulation has been fairly consistent during the past year. (I can supplement your inspections with dated digital images.) While chemical addition to the standing water might be an option,I do not think this is particularly safe, since neighborhood children often frequent the area. Furthermore, I understand town officials' understanding in assisting development,but I do feel that the present tolerance of the slow rate of construction is unacceptable, given the site conditions and their impact on both the appearance of the neighborhood and possible health hazards. It may be necessary for zoning board officials to review current regulations regarding these conditions. Possibly, a more vigorous enforcement of current statutes would be necessary. In addition to water, weeds have accumulated at nearly all areas of the property, including those regions landscaped last summer. As far as I can tell, there is no effort at pest control of any kind. The sole maintenance is infrequent mowing of some grassy areas and snow plowing in season. The entrance to the property remains an eyesore. While I realize that the health issue is you main concern,I am also calling these conditions to the attention of local building officials as well as any other appropriate local and state agencies. Thank you for your kind attention. Respectfully, William H. Coleman Copies: Mr.John Collins, Chief Building Inspector Mr. Matthew B. Galligan,Town Manager Mr.Walter J. Mealy,Chairman,Planning&Zoning Commission 1/ 416103 SOWN Sf4 O a ti 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 f�dSOR-co�'` AREA CODE 860/644-2511 June 10, 2003 RECEIVED JUN 1 0 2003 Dr. William Martin SOUTH WINDSORPLANNfNGDEPL 72 Mountain View Drive Belchertown, MA 01007-7341 Dear Dr. Martin,. This correspondence is to confirm events initiated by a complaint to the South Windsor Health Department regarding Pleasant Meadows on Pleasant Valley Road in South Windsor. On June 10,.2003 Robert Deptula of the South Windsor Health Department attempted to-contact Mark Kislyk, a project representation at 413-567-5585, regarding issues of the complaint. -He was told by a woman who answered the phone and identified herself as Mrs. William Martin to contact her husband, Dr. William Martin a partner in the project, at 413-736- 0603. Robert Deptula spoke to Dr. Martin expressing concerns regarding the potential of 'mosquito breeding in stagnant water in the large foundation hole. Dr. Martin indicated that the next phase of the project would begin shortly and asked if the standing water could.be treated. A bacterial larvacide treatment was recommended and that it be conducted by a licensed;professional and that copies of invoices be provided to the South Windsor Health Department. A safety concern regarding the depth of this foundation hole and the potential of someone falling into it was also discussed. Dr. Martin was,also informed that there were other non-health related issue and was given the-Town Engineers name and phone number. Dr. Martin indicated that actions to address the potential mosquito problem would be forth coming. Page 2 Dr. William Martin June 10, 2003 Subsequent to the first conversation Dr. Martin called this department and asked if the foundation hole could be drained of water. He was told that would be acceptable and if that was done, no treatment would be required. Dr. Martin, I would like to thank you for your prompt and courteous attention to the Health Departments concerns. If the excavation is drained, please try to ensure that water will not accumulate again. If you have any questions, please call me at 644-2511, extension 248. Yours truly, Robert Deptula, R.S. Environmental Health Officer RD/cm cc: Matthew B. Galligan, Town Manager John Collins, Chief Building Inspector Jeffrey B. Doolittle, P.E., Town Engineer Marcia A. Banach, Director of Planning r TOWN OF SOUT9 WINDSOR LA ark r f' STAFF SITE CHANGE L+ FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Ae SN Phone No. I pl Address . JI) 4tre i p. ` 7/ tv*x&et. 1 O Site N (Me .7r ml? P&Z No. Owner ,J 4,D' 6411 L O Phone No.p t "SU2� Contractor .S^/x tall t t t�^ �, Signature of 'Owner Date:'` 41 Signature of Design Eng Dater CHANGE: (Describe location and nature of change. Include - Four .-' (4 ) copies of plan/p of'le of Chancre. ) to � � t Reason for Change.-' (Why is change required) �7 6 - APPROALS: ;(As Required Dir. Q.. ,Planning 14 Date: A a Town E inegr T' Date: Dir. of. public.wo ks Date: Other: Date: STAFF }CO ENTS: 4 ,-A_A-r ' U nor" /wj G� r -White - Town Engineer Yellow - Applicant r Pink - Director of Planning Goldenrod. - Engineering Department 1 tOV" 8f, y ~ 7DWt, 01PSott ?d s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soR CO TELEPHONE (860) 644-2511 CERTIFIED MAIL-7000 1670 0007 7551 9584 M(A✓ 1< December 9, 2003 S�-� - Mr. Mark Kislyuk f6L. � $633 South Windsor Estates 72 Mountain View Drive K' Po I no,{' h,G.,' Belchertown, MA 01007-9341 Re: Appl#00-07P, Pleasant Meadows ( , , l '(�Gv✓�1 '� _ Dear Mr. Kislyuk: ( � t (v�) yi3 531 - The Planning and Zoning Commission is holding the following Letters of Credit: _ S�v►.c Projects Bank Amount Expirationqtf-4 �y13) Pleasant Meadows RB $101,240.00 2/23/04 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in.advance, extending the term for a one-year period from the expiration date. Would you please forward us the amendment promptly. Very truly yours, f Michele R. Lipe, AICP Assistant Director of Planning MRL/kak '�,.�..�T'+.'^'..° $n=.ryvvocn .-t� X �fir` ;" � - .�• .- .. z $1,13C-0 TOWN OF SOUTH WINDSOR J 01 STAFF "SITE CHANGE dO FOR SITt & SUBDIVISION GENERAL: t t CHANGE ORDER CONTACT PERSON ,.? Phone No.011495 Address J SAW VAUZY AU D 445 SATWrY 1)9. Site Name LEA5A� b P&Z No. -X 4 Owner p 4bSOLE: 1irs Z 1.4.. •d. bw ,-rc Phone No. ` -22z j Contractor w# A_CSM f-It. C . Signature of Owner Date: ( � Signature of Design Engr Dates /63 CHANGE: (Describe location a d nature of change. Include Four (4 ) copies of plan/profile of Change. ) Reason for .Change: (Why is change required) APPROVALS: (As Re fired) Dir. Of Planning Date: 1.L &LO J Town Engineer ,_'r1C 4d) Date: -It/�., u Dir.. Of Public Works Date: Othep: . 6,11 a b,4 , Date: STAFF COMMENTS: / Ate t Si 14.(C Ira., �Q t"j'() zoo'(. ia% a.y 46 j 6 k l; White -Town Engineer Yel4ow- - Applicant Pink Director.jof Planning Goldenrod - Engineering Department tpWN Sfq G 9 C, 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 f►psOR-CO AREA CODE 860/644-2511 7002 3150 0002 0356 3519 CERTIFIED MAIL 7002 3150 0002 0356 3519 January 26, 2004 Mr. Mark Kislyuk 72 Mountain View Drive Belchertown, MA 01007-9341 Dear Mr. Kislyuk: Re: Appl#00-07P, Pleasant Meadows Expiring Bond We have not as yet received any renewals of the letters of credit, which expire February 23, 2004 in the amount of$101,240.00 as noted in our previous renewal requests dated December 9, 2003, and January 13, 2004. Please be advised that discussion of this.matter will be placed on the February 10, 2004, agenda of the Planning & Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. Very truly yours, f Michele R. Lipe, ICP Assistant Director of Planning MRL/kak SOW N SCTo� O-P siou� Vz;lvz� 5 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 so CO AREA CODE 860/644-2511 CERTIFIED MAIL—7002 3150 0002 0356 3397 SECOND NOTICE January 13, 2004 Mr. Mark Kislyuk South Windsor Estates 72 Mountain View Drive Belchertown, MA 01007-9341 Re: Appl#00-07P, Pleasant Meadows Dear Mr. Kislyuk: The Planning and Zoning Commission is holding the following Letters of Credit: Projects Bank Amount Expiration Pleasant Meadows RB $101,240.00 2/23/04 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Would you please forward us the amendment promptly. Very truly yours, r Michele R. Lipe,AICP Assistant Director of Planning MRL/kak cc: Bill Martin `42/0'o/2004 WED 10:08 FAX.,..860:;.644 7280 ' :'—South:Windsor Town 12001 *** `FAX TX REPORT *** TRANSMISSION OK JOB NO. 3118 (� DESTINATION ADDRESS 96478302 PSWD/SUBADDRESS DESTINATION ID ST. TIME 12/08 10:07 USAGE T 00' 17 PGS. 1 RESULT OK 66 - 07 1640 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074 �Osos'c° TELEPHONE(860)644-2511 November 24, 2004 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor,CT 06074 Dear Mr..DeMallie:. Re: Appl.#00-07P, Pleasant Meadows This is to advise you that the Planning and Zoning Commission voted on November 23, 2004 to reduce the site bond from $101,240.00 to $80,990.00. Please,forward an amendment to the bond we are currently holding showing this reduction at Your earliest convenience. Thank you. Very truly yours, PLANNING&ZONING COMMISSION • Timothy H. W tzeil SAWN S. Co F �cn�un Ole Sou.t,�i ?d s � �c 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 oR•co TELEPHONE (860) 644 2511 October 14,2004 Attorney William E.Breslau Kahan Kerensky&Caposella 45 Hartford Turnpike,RO.Box K Vernon,CI"06066-2181 Dear AttorneyBreslau: RE:PLEASANT MEADOW 1140 PLEASANT VALLEY ROAD In response to your letter dated October 5, 2004, regarding zoning status for the above-referenced property,I offer the following Pleasant Meadow Senior Residence Development is located in the Rural Residential zoning district and is a use permitted as a Special Exception in that zone. Special Exception approval was granted in April 2000, and the project has been"under construction" since that time.Several of the units have received certificates of occupancy and are occupied.We are not aware of any zoning violations pertaining to the occupied units. The development's infrastructure remains incomplete.Outstanding issues include (but are not limited to) the foundation hole dug for the remaining 6-unit building and then seemingly abandoned; soil stockpiles; structural stability of a retaining wall between the detention basin and the as-yet unconstructed building In addition, there have been "punch lists" of incomplete/incorrect items that will need to be addressed to complete this project. Please note that the Inland Wetlands Agency/Conservation Commission's site plan approval expires on March 1, 2005, and the Planning and Zoning Commission's 5-3iear site plan approval expires on March 28, 2005. We would expect the development to be substantially completed by that time so that the Town does not have to collect on the letter of credit to complete the outstanding infrastructure improvements;however, if the applicant is making reasonable progress, the two Commissions may grant permit extensions. We also expect the letter of credit(or other satisfactoryimprovements guarantee)to be continuously maintained If you have any further questions about this project, please contact me. We look forward to the satisfactory resolution of this development. Sincerely, Marcia A.Banach,AICP Director of Planning MB/sf OCT-05-2004 TUE 04:27 PM KKC FAX N0, 860 647 8302 P. 01 October 5, 2004 'Kahan Via Facsimile 644-7250 Kerensh & Caposse a Lr P Marcia Banach, Town Planner Planning Department Town of South Windsor 1540 Sullivan Avenue Michael A.liars South Windsor, CT 06074 William E.Breslau luseph R Qkpos c la RE: Pleasant Meadow, 1140 Pleasant'Valley Road Suzantle F.(:.iron South 'Windsor,Connecticut Jami A.(A,-'aHnD William J.Dakin Dorian he,Pwc r Famiglielti Dear Ms. Ba]lach: Ch;trlcts U.Jagoli;tzer Solorrion Korctvky As follow-up to our telephone conversation,this letter is to request the Michael.).Kopsick issuance of a Zoning Status Letter regarding the property referenced above (Owner= I.ncre)D.Man}!pil South Windsor Estates, L.L.C.) as such issuance is requirement of the lender in Stephen F SWUM connection with pending commercial construction financing. James.).Waller Anlolnexe M.Wl'IYd F.r JcCI'rry M.Winnick" The requested letter must be on Town letterhead,refer to the zone which the property lies in, and state that the property is not in violation of zoning regulations. Rolwri l:Milian The letter must certify that the use of the building(s) on the property do not place the �lyzz-�g4)e1) property in violation of any zoning or building code. As this property contains and continues to be constructed for residential community for seniors, we ask that "nlsn ndmilf !iu MA � reference be made that such a use of the property is in compliance. Further, would you kindly advise as to outstanding approval conditions yet to be satisfied and whether further approval(s) or modifications of existing approvals are necessary to comply with zoning requirernents. e:el�hracirrg In addition,please attach copies of the current permits and zoning approvals Our as of record may appear for this property. 40ch Yecra•! Would you kindly forward the requested letter to my office via facsimile with the original to follow via mail as soon as possible. Should you have any questions regarding this matter,please contact either me or my paralegal,Jennifer, immediately. Your assistance and cooperation is appreciated. Thank you. Irlerrr�c;ne (A60) 6,10-1914 Very truly yours, racainnlr , , (860) 647-$302 4S Hartford Turnpilcr William E. Breslau P 0.Box K Merrion,C'T 06066-?181 aru�mcysaPkkc••luwrnm - www,lckc-law.coni CHARLES BOURGET PHONE NO. : 508 761 5638 Jun. 10 2004 09:18RM P2 Field P.lroblem Report Adams Associates, LLC Date: June 10,2004 53 Haduk Drive Owner_ William Martin No.Attleboro, MA 02760 Weather/temperature: 509-761-5638 Project number: 040160 Project name: 6 Unit Condo Pleasant Meadows, So.)Kmdsor,CT To: Chris Dugan Building Official Subs present at site: 1540 Sullivan,Ave. None South Windsor,CT The following was noted: Existing excavation for proposed 6 Unit Condo unprotected and standing water with excess backfill materials on site. We will rectify these issues by starting to pump the area dry and re-excavate the area to remove any vegetation,second we will surround the hale with a temporary caution fence, and finally we will remove all the excess fill that remains. Also we wall address the issues that the Conservation Commission has with the retaining wall_ I will submit for your review a new set of drawings for the new 6 Unit building. These items can start as soon as William Martin submits to me the insurance documents and signs a contract. All of the above items can be completed in a timely manner so we may start construction of the 6 Unit building. Copies to: William Martin Field Report Charles Bourget Signed: 67 towN af� Zwn OPS G �, •. �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �Osoe•co TELEPHONE(860) 644-2511 November 24, 2004 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appi #00-07P, Pleasant Meadows This is to advise you that the Planning and Zoning Commission voted on November 23, 2004 to reduce the site bond from $101,240.00 to $80,990.00. Please forward an amendment to the bond we are currently holding showing this reduction at your earliest convenience. Thank you. Very truly yours, PLANNING &ZONING COMMISSION Timothy H. W tzell Chairman THW/pmm cc: Town Engineer Chief Building Official Memorandum To: Marcia A. Banach, Director of Planning From: Jeffrey Doolittle, P.E. Town Engineer Date: 11/23/04 n Re: Pleasant Meadows Site Bond Reduction (00-07P) The developer for the Pleasant Meadows Project has requested a reduction in their bond. This reduction is mainly for the installation of street lights and some landscaping. Based on the work completed to date I recommend the bond for this project be reduced to $80,990. Please call me if you have any questions. \\townhall-do\vo12\ENGINEERTOOLITTLANN1-1 TleasantMeadowsSiteBondReduction.doc DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors landscape architects ♦ gis ♦ gps November 9, 2004 71 NOV 12 2004 Ms. Marcia Banach, Director of Planning SOUTH V'INDQSG\F'L,il''iI!G HER Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: App: 00-007P - Pleasant Meadow SRD DPI Proj.No. 1272 Pleasant Valley Road South Windsor, Connecticut On behalf of our client, South Windsor Estates, L.L.C.,more specifically, Dr. William Martin, we are requesting a reduction in the remaining bond for Pleasant Meadow. Attached for your review are 2 copies of a revised bond estimate form. The reduction may appear minimal, however, it is essential in order to finance the completion of this project. Additional expenses have been incurred in the re-design of the last building to provide single story units. The final design approved by Town Staff has resulted in a 6 unit building (net loss of 2 units). The applicant is making a good-faith attempt to finalize this project and is seeking a second bond reduction. This reduction credits the installation of 7 of 9 street lights, a correction for the 1 outstanding sanitary manhole over 10' in height, and for a 20%reduction of the original bond established($25,000)minus an independent bond for landscaping, in the amount of$3000.00, set as a Planning and Zoning approval condition, currently in the Town's possession. We feel that the landscaping that has been planted exceeds the 20% reduction we are seeking and hope that you consider this request, and continue to support our client in an effort to complete the project. We would like the Planning and Zoning Commission to be able to consider this request at the next available meeting. Please let me know if you require any additional information. Respe lly s tte D Sr PR F NALS IN . Karen Isherwood, P.E. Project Manager 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 Email: dpicivil@aol.com ' PROJECT:Ft,6%ftPr fY1 TOWN OF SOUTH WINDSOR F0 VD k.aUGT)w STREET:66ep6j GjU2 IZ BOND ESTIMATE FORM P&Z I.D.: 1999 CALENDAR YEAR ENGINEER: N DATE: / 6L 61123102,) '119161) Bond Bond Reduction Reduction Item Description Unit Quantity Unit Price Cost No_ 1 No_2 1. Clearing & Grubbing LS l 5760,60 2_ Strip&Stockpile Topsoil CY 2po 2.00 4 Co-o0 Earth Excavation (Excluding Roadway& 3. Trench) CY 10.00 4_ Roadway Excavation CY 12.00 5. Earth Trench Exc_ 0-4 CY 3co 10.00 3 OQp,00 6_ Earth Trench Exc. 0-10 CY 800 12.00 CD 7_ Earth Trench Exc. 0-15 CY Soo 15.00 7 SCO.CC) 8. Earth Trench Exc. 0-20 CY 18.00 9. Roadway Exc_ (Rock) CY 50.00 10. Rock Trench Exc. 0-4 CY 50.00 11. Rock Trench Exc_ 0-10 CY 75.00 12. Rock Trench Exc. 0-15 CY 100.00 13. Rock Trench Exc. 0-20 CY 150.00 14. Formation of Subgrade SY Z/00 1.50 3 ISO<0p 4 . 460.00 15_ Subbase Gravel CY 350 16. Processed Aggregate TONS (cQ0 18.00 /a E49,00 / �oT 1 (oLO•d(} 17. Common Borrow CY _100 10.00 47ow.cv 600'00 600, 60 18. Gravel Borrow CY 17co 15.00 10,56&CO ( 5 S-.ram 1575.00 1-5" Bit. Concrete 19 (Class 1) TONS 150 50.00 .7 SOp, / ,60 1125. 00 -!.S" Bit. Concrete 10 972,00 2 2 (Class 11) TONS 150 55.00 varies Sub-Total $ . Page 1 of 6 Bond Bond Reduction Reduction Item Description Unit Quantity Unit Price Cost No. 1 No-2 21_ 6"Asphalt Lip Curbing LF 3.00 247S.cW 22. Road Widening Complete SY 50.00 23_ Conc Sidewalk 4'Wide LF 30.00 STORM DRAINAGE SYSTEM COMPONENTS 24_ 60"RCP Class 1V In Place LF 130.00 25_ 54"RCP Class IV In Place LF 100.00 26_ 48"RCP Class IV In Place LF 75.00 27_ 42"RCP Class IV in Place LF 65.00 28_ 36"RCP Class IV In Place LF 60.00 29. 30"RCP Class IV In Place LF 50.00 30_ 24"RCP Class IV in Place LF 42.00 31_ 18"RCP Class IV In Place LF 18 35.00 3d ep 32. 15"RCP Class IV In Place 30.00 33_ POLYETHYLENE PIPE 34. 8"ADS-N-12 or Equal 21.00 35, 10"ADS-N-I2 or Equal 22.50 36, 12"ADS-N-12 or Equal LF 40 24.00 9(64.00. 37. 15"ADS-N-12 or Equal 25.50 38_ 18"ADS-N-12 or Equal LF 3(07 28.00 t 0 2-7(6.,49 Sub-Total $ Z-)4�5,O Page 2 of 6 Bond Bond Reduction Reduction Item Description Unit Quantity Unit Price Cost No_ 1 No. 2 UNDERDRAINS 39_ 6" PVC SDR 35 In Place LF El5.100 40. 8"PVC SDR 35 In Place LF 1 1 20.00 RIPRAP 41_ Modified Riprap CY 10 45.00 450-00 42. Intermediate Riprap CY 45.00 43_ Standard Riprap ICY 45.00 DRAINAGE STRUCTURES 44_ Type"C"Catch Basin EA 6 1500.00 ,00 45_ Type"C"Double Grate EA 2000.00 '2 000.00 46_ Type"C-L"Catch Basin EA 1500.00 ! $lap,co 47. Manhole EA 1500.00 SCT.00 Y� 48. Manhole w/Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50- Headwall EA 51. Endwall IEA ( 750.lb 52_ Box Culvert LF " 53_ 15"Flared End EA 450.00 SO. 54_ 18"Flared End EA 500.00 57eo.co 55_ 24"Flared End EA 550.00 56. 136"Flared End JEA 850.00 Sub-Total$ r� Page 3 of 6 �r Bond Bond Reduction Reduction Item Description Unit Quantity Unit Price Cost No. 1 No. 2 f 57_ Detention Outlet Structure EA 2500.00 Z.50c)lop 10'Wide Gravel Access 58_ Road LF 15.00 59. Reset M.N_or C.B. EA 550.00 60. 013 2,500,Co CErP-�uTrotJ 115;Aj Z 5 0W.Co i OCO.60 SANITARY SEWER COMPONENTS 61. 12"PVC In Place SDR 35 LF 40.00 62. 10"PVC In Place SDR 35 LF 37.00 63_ 8"PVC to Place SDR 35 LF B7D 35.00 sp,. 64. 6"PVC In Place SDR 35 LF 30.00 SANITARY SEWER STRUCTURES 65. Sanitary Manhole EA 1,500.00 2A 00.00*- Sanitary Manhole w/Drop 66_ inlet EA 2,500.00 Sanitary Manhole over 10 l 61< 67_ FT_ eA- 3 2,000.00 e000,CDZ�L 68. 69_ STRUCTURES& MISC. ITEMS 70. Retaining Wall LF Jro3 �`� � >�7U5.� 5 �OY3 0o 5)-XO,00 5 PUT 71_ Fence(TYpe_ K�L_ ) LF J03 5/$.(,a 515'do Guide Rail /S 72_ (Type- ) LF ZS 37$.CD 375GYJ 37$•C�D Sub-Total $ (e ,Q49.49- 193c)90,00* _7>890,M Page 4 of 6 Bond Bond Reduction Reduction Item Description Unit Quantity Unit Price Cost No. 1 No. 2 End Anchorage 73. (Type- ) Eft 74- Guide Post EA 100.00 75- Pavement Marking LF 8 d 1.50 Z?N CO Z 70,00 Z7 p.DO 76- Street Signs EA 4 75-00 7 S,00 77. Traffic signs EA ( 75-00 7 S �CD 75-00 -75,CO 78- Street Lights EA 1,000.00 9; OW,M 9 600-M OM,0D (o5o0.OD 79. Fumishing/Placing Topsoil SY 316D 2.50 7) 750,00 Fertilizing, Seeding and 6500, 80- Mulching SY 3)CC) 2.50 Gj Soo, 81, Trees EA 150-00 Maintenance/Protection of 82. Traffic LS 83. Construction Staking LS �do.cD 84. As-Builts LS Z OCO-60 IJpO:(j? 00 •6 85. Pron Pins EA 3 100.00 360,Ob 500•cp 3�jp O 86. Concrete_Monuments EA 250.00 87. Driveway-Bit. Conc- SY ZZo 20-00 4 100,oD j-,-7&O.CO 17 60,eb 88. LA-tjDS<,A- &j& LS 25 Z-5 Z apo.o - l8 000,cc 89. F :4'Svocm06 LF IZO 5.017 �O.OD (�00•on (�00�ZO 90- *vafies- Sub-Total$ _� �c Tel STi�FF t2� is I ON CI�Oz� Page 5 of 6 Original Estimat Bond Reduction#11 Bond Reduction#2 Sub-Total rage 1 $ 73,2,60,A S S 17 Sub-Total Page 2 $ 23T72S.60 $ Z)475�60 Sub-Total Page 3 $ $ $ O'mo). Sub-Total Page 4 $ (�9,095 Ob $ -= $ Sub-Total Page 5 $ ? 065`Ob Sub-Total $ Z �32o.ap$ =� er88- $ 4� 8a� Z.00 250A Contingencies x Sub-Total: $ Zoe 2fI0,C0 TOTAL_ $ Z92�9Ot1,Cs�3 $ $ 94,9 90ti DD to ! �,240,ODXW_ 29 3,oL0,ooBBA-go — standard forms/bondsibond estimate form e�C �'t'f DPP R(EVE \J�I ,zR, Z0o2- Page 6 of 6 { Y j f�- '1CST -F71L PROJECT: It rr 111S TOWN OF SOUTH WINDSOR f aVD Q.F1?UGT W STREET: cjf_c� BOND ESTIMATE FORM P&Z I_D_: 1999 CALENDAR YEAR ENGINEER: AJZ vfrlr /, /► DATE: / aL C11Zal0Z) C 1/7161) Bond Bond Reduction Reduction Item Description Unit Quantity Unit Price Cost No_ 1 No-2 1. Clearing & Grubbing 2. Strip&Stockpile Topsoil CY 260 2.00 00-00 10 Earth Excavatior) (Excluding Roadway& 3. Trench) CY 10.00 4_ Roadway Excavation CY 12.00 5. Earth Trench Exc. 0-4 CY 30o 10.00 3 OQOOi? 6_ Earth Trench Exc__0-10 CY 800 12.00 7. Earth Trench Exc. 0-15 ICY Sao 15.00 8. Earth Trench Exc. 0-20 CY 18.00 9. Roadway Exc. (Rock) CY 50.00 10. Rock Trench Exc_ 0--4 CY 50.00 11_ Rock Trench Exc. 0-10 CY 75.00 12. Rock Trench Exc. 0-15 CY 100.00 13. Rock Trench Exc_ 0-20 CY 150.00 14_ Formation of Subgrade SY Z/OD 1.50 3 150.00 4 to;60 460,00 15. Subbase Gravel CY 3Sa 20.00. 7 000..00 1�nsoiW 16. Processed Aggregate _ i ONS 6 18.00 /� ,00 j (a 1(o20,00 17. Common Borrow CY _100 10.00 47-ow.4D 600,00 600, 60 18. Gravel Borrow CY 7Go 15.00 10,S60,co / 5 S .LO 1575.00 1-5" Bit. Concrete 19 (Class 1) TONS ISO 50.00 500. .00 1 125. 00 -6SO Bit. Concrete 7 10 9'72,00 2 . , (Class 11) Cam, TONS 150 55.00 60 varies Sub-Total $ 1'7, 122 �00 Page 1 of 6 STRFF A50S IvX4 (1102) Bond Bond Reduction Reduction Item Description Unit Quantity Unit Price Cost No_ 1 No_ 2 UNDERDRAINS 39. 6"PVC SDR 35 In Place LF 15.00 40. 8"PVC SDR 35 In Place LF 1 20.00 RIPRAP 41. Modified Riprap CY 10 45.00 4sSq-00 4Z Intermediate Riprap CY 45.00 43_ Standard Riprap ICY 1 45.00 DRAINAGE STRUCTURES 44_ Type"C"Catch Basin EA 6 1500.00 ,00 45_ Type"C"Double Grate EA 2000.00 2 000.0 46_ Type"C-L"Catch Basin EA 1500.00 47. Manhole EA 1500.00 Sct).00 48_ Manhole w/Drop Inlet EA 2500.00 49. IManhole Over Ten Feet EA _ 2000.00 50. Headwall EA " 51. Endwall EA 52_ Box Culvert LF ' 53_ .15"Flared End , EA 450.00 j,&CQ 54- 18"Flared End JEA f 500.00 57CO.00 55. 24"Flared End EA 550.00 56. 36"Flared End EA 850.00 Sub-Total$ Page 3 of 6 Bond Bond Reduction Reduction Item Description Unit Quantity Unit Price Cost No. 1 No. 2 57_ Detention Outlet Structure EA 2500.00 Z,56&-.d0 10'Wide Gravel Access 58_ Road LF 15.00 59. Reset M_N_ or C.B. EA 550.00 60. c8 UJISCD-STVXTvmF- eA i Z 'o0 2 S.ot�-co DE �lW 61-S IAJ 2- SANITARY SEWER COMPONENTS 61_ 12"PVC In Place SDR 35 LF 40.00 62. 10"PVC In Place SDR 35 LF 37.00 63. 8"PVC to Place SDR 35 LF 671) 35.00 64_ 6"PVC In Place SDR 35 LF 30.00 SANITARY SEWER STRUCTURES d 2.4tb.ob* 65. Sanitary Manhole EA —1 1,500.00 �p Sanitary Manhole w—Drop 66_ Inlet EA 2,500.00 Sanitary Manhole over 10 67, FT_ C-* 3 2,000.00 000,6pCD 68. 69. STRUCTURES& MISC. ITEMS 5•0D 5)dy) 00 S 7U. Retaining Wall LF i�o3 S�`lL1S.dti � 00 S PUT 71. Fence(Type_ L_ ) LF 103 j 1$,� 5(5.,� 5�5•a� Guide Rail �5 72- 1(Type: ) ILF ZS 37S•Cb 375 3 75.()D Sub-Total $ _ � .sue. •�C 0fr TOWN ST�I�'F �lStOJet (.,► /OZJ� . Page 4 of 6 i Original Estimat Bond Reduction#11 Bond Reduction#2 Sub-Total rage 1 $ 73,240,A ` $ $ IT,i �2Z,.W Sub-Total Page 2 $ Z3,72S,00 $ Z,475.01 $ zjgs:cc Sub-Total Page 3' $ $ $ Sub-Total Page 4 $ 614045-CO $ $ -7 g50.W �C5►,oos-�� Sub-Total Page 5 $ 51 ZlaD.a0$ $ 37., 065-CO Sub-Total $ 23.4332a.o0$ $ 64,-792-60 8a�95z.o� 250A,Contingencies x Sub-Total: $ 5��sso.ao $ t_I;; �- $ 1 8160 Z.v)2<t0,CD TOTAL_ $ $ 00,9 90,00 29 3, standard forms/bondsibond estimate font Page 6 of 6 Nov 09 04 02: 28p Design Professionals 860-291 -8757 p. l DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors landscape architects ♦ gis + g1ps November 9, 2004 lkc NOS,o �' Ms. Marcia Banach, Director of Planning Town of South Windsor 'm&�F <'000 1540 ullivan Avenue SouthSWindso, CT 06074 FR/Nc�AT RE: App: 00-007P-Pleasant Meadow SRD DPI Proj.No. 1272 Pleasant Valley Road South Windsor, Connecticut On behalf of our client, South Windsor Estates,L.L.C.,more specifically, Dr. William Martin, we are requesting a reduction in the remaining bond for Pleasant]Meadow.Attached for your review are 2 copies of a revised bond estimate form The reduction iray appear minimal,however, it is essential in order to finance the completion of this project. Additional expenses have been incurred in the re-design of the last building to provide single story unks. The final design approved by Town Staff has resulted in a 6 unit building(net loss of 2 unit;). The applicant is making a good-faith attempt to finalize this project and is seeking a second bond reduction. This reduction credits the installation of 7 of 9 street lights, a correction for the 1 outstanding sanitary manhole over 10' in height, and for a 20%reduction of the original bond established($25,000)minus an independent bond for landscaping, in the amount of$3000.00, set as a Planning and Zoning approval condition, currently in the Town's possession. We feel that the landscaping that has been planted exceeds the 20%reduction we are seeking and hope that you consider this request,and continue to support our client in an.effort to complete the project. We would like he Planning and Zoning Commission to be able,to consider this request at the next available meeting. Please let me know if you require any additional information. Re y ' to 1) SI PR NALS IN . .Karen Isherwood, P.E. :Project Manager 165 South Satellite Road,South Windsor,Connecticut 06074 Tel:(860)291-8755•Fax:(861))291-8757 Email:dpicivil@aol.o)m Noy 09 04 02: 28p Design Professionals 860-291 -8757 p. 2 S j PX-AVEI-ST fbf- PROJECT:ftGriS4NT m . TOWN OF SOUTH WINDSOF voWD STREET:6epC7,1 ciggIL BOND ESTIMATE FORM P&Z I.D.: 1999 CALENDAR YEAF ENGINEER: N j DATE: IIZ3 102- l I //,, q I� �► Z�OZ) U�I 6 Bond Bond Reduction Reduction Item Description Unit Quantit Unit Price Cost No. 1 No.2 1. Clearing&Grubbing LS 1 $A3 l Jc 2. Strip&Stockpile Topsoil CY 2oo 2.00 q�_ jO Earth Excavatior) (Excluding Roadway 3. Trench) CY 10.00 4. Roadway Excavation CY 12.00 5. Earth Trench Exc.0-4 CY 300 10.00 3 OD 6. Earth Trench Exc.O-10 CY $Oct 12.00 9) ;ap t� 7. Earth Trench Exc. 0-15 CY Soo) 15.DO 7 5co.0 8. Earth Trench Exc.0-20 CY : 18.00 9. Roadway Exc. (Rock) CY 50.301 10. Rock Trench Exc.0-4 CY 50:]0 1 11, Rock Trench Exc.0-10 CY 75.001 12. Rock Trench Exc. 0-15 CY 100.00 13. Rock Trench Exc.0-20 CY 150.00 14. Formation of Subgrade SY 7-1aD 1.50 3 I$0,pp 480 00 15. Subbase Gravel CY 35a 20.()0 7 Oop.� ( a;60 50. ;:� 16. Processed Aggregate _ TONS &CO 18.00 /a �2o,QI 17. Common Borrow CY 10.00 &Co. (G00,d1: 18. Gravei Borrow CY 7co 15_(►.0 ! $e0,CD / 5 S•GO 1575.DC• 5' Bit.Concrete 1910000cak, Class I) TONS 60 50.00 7 S pp, / 1125. Oi;:, Bit. Concrete 2 (Class 11) Glc TONS I St) 10 97Z,pp varies Sub-Total 3_ t 17, 2,2,0t) Page 1 of 6 *73LAN 67N-PP ACA-46!vN (11.Z) Noy 09 04 02: 28p Design Professionals 860-291-6757 p. 3 Bond Bond Reduction Reductior. Item Description Unit Quantity Unit Price Cost No. 1 No.2 21. 6"Asphalt Lip Curbing LF 3.00 2475..X Q75.o 24-4. (I 9 22. Road Widening Complete SY 50.00 23_ jConc Sidewalk 4'Wide LF 30.00 STORM DRAINAGE SYSTEM COMPONENTS 24. 60"RCP Class 1\4 In Place LF 130.00 25. 54"RCP Class IV In Place LF 100.00 26. - 48"RCP Class IV In Place LF 75.00 27. 42"RCP Class IV In Place LF 65.D0 28. 36"RCP Class IV In Place LF 60.D0 29, 30"RCP Class IV In Place LF 50.00 30. 24"RCP Class IV In Place LF 42.0,0 31. 18"RCP Class IV In Place LF 35.00 �3d 32. 15"RCP Class IV In Place 30.00 33. POLYETHYLENE PIPE 34. 8"ADS-N-12 or Equal 21-00 35. 10"ADS-N-12 or Equal 22.50 36, 12"ADS-N-12 or Equal LF QO 1 24.00 96O.Co . 30 37. 15"ADS-N-12 or Equal LF 3(08 25.50' 9 3gf 38. 18"ADS-N-12 or Equal LF 3(o7 23.00 10 Z76..eo Sub-Total; Z�4�5•OD Page 2 bf 6 Nov 09 04 02: 29p Design Professionals 860-291 -8757 p. 4 Bond Bond Reduction Reduction Item Description Unit Quantity Unit Price Cost No. 1 No. 2 i UNDERDRAINS 39. 6"PVC SDR 35 In Place LF 15,00 40. 8"PVC SDR 35 In Place ILF I 20.00 .L I RIPRAP 41. Modified Riprap CY IQ 45.00 450-00 42. Intermediate Riprap CY 45.00 43. Standard Riprap CY 45.00 DRAINAGE STRUCTURES 44. Type"C"Catch Basin EA 6 1500.00 9 60.ev 45. Type"C"Double Grate EA 2000.00 2 Coo.00 46. Type"C-L"Catch Basin EA ( 150C.00 ! 5x.0.0 47. Manhole EA 150C.00 SC>7.00 48. Manhole w/Drop inlet EA `' 2500.00 49. Manhole Over Ten Feet EA 2000.00 50. Headwall EA " 51. Endwall EA 52. Box Culvert LF • 53. 15"Flared End , EA 450.00 4570,Co 54. 18"Flared End EA 500.01a 5Q3, 55. 24"Flared End EA 550.Of� 56. 136"Flared End EA 85t?.00I Sub-Total a Page 3 of 6 Nov 09 04 02: 29p Design Professionals 860-291-8757 p. 5 Bond Bond Reduction Reduction Item DeN ion Unit Quantity Unit Price Cost No. 1 No. 2 57. Detention Outlet Structure EA 2500.00 Z,SDO,60 10'Wide Gravel Access 58. Road LF 15.00 59. Reset M.H.or C.B. EA 550.00 60. a W156D.STfXTI)ze 0* 1 2 ,dJ 2 00•a? DeTcwrl00 64-S 1Ai c3q, Z S ow,to t XO.oa SANITARY SEWER COMPONENTS 61. IT PVC In Place SDR 35 LF '40.00 62. 10"PVC In Place SDR 35 LF 37.00 63. 8"PVC to Place SDR 35 LF e7D 35.00 64. 16-PVC In Pla=SDR35LF, 30.00 t-7 SANITARY SEWER STRUCTURES 65. Sanitary Manhole EA 4 1,500.00 �9b, Sanitary Manhole w/Drop 66. Inlet EA 2,500.0 0 Sanitary Manhole over 10 1 OW 0D 8( 67. FT. 3 2,000.00 ,)o00,CD OD 68. 69. STRUCTURES&MISC. ITEMS 70. Retaining Wall LF S' 00 71. Fence(Type: �L ) LF �03 s•ca S�S.� S�S.00 515or7 Guide Rail 172. (Type: ILF 1ZS 375.D 375•g2 Sub-Total 0k TOWN 5 71A F (Z0 S I ON 6) 102) Page 4 of 6 Noy 09 04 02: 29p Design Professionals 860-291-8757 p. 6 Bond Bond Reduction Reduction Item Description Unit Quantity Unit Prii:e Cost No.1 No. 2 End Anchorage 73. (Type: EA ' 74. Guide Post EA 100.00 75. Pavement Marking LF 1$d 1-50 2-7o, CO 27o,00 Z7 p,.00 76. Street Signs IA 75.00 75, 77. Traffic signs EA [ 75.00 75 .CD 75-LV 75.CO 78, Street Lights EA 9 1,000.1)0 9, 00,tv 9 XO.iv M•0>1 65o0.d� • 79. Fumishin lacing Topsoil SY 3)60. 2.50 . 7 75o.dD .6 Fertilizing.Seeding ands, 80. Mulching SY 3)CID 2.50 -7 7S G Sop, or!. 81. Trees EA 150.00 Maintenance/Protection of 82. Traffic LS 83, Construction Staking LS 2pW.dY 84. As-Builts LS - Z OCD•Op ! MO.00 85. Iron Pins EA 3 100.00 .360,a0 330.co 86. Concrete.Monuments EA 250.00 87. Driveway-Bit.Conc. SY ZZO 20.00 4 9 oo.av ! 7&O-OD l 6 L 4:1 s8. LA-oDscAf14& LS qc'. 25. M ZS ooda) Z 000.o - I ODd.d; 89. :4 Sn6Kh1DE LF 12,0 `5,Ai 60.ao C-40-oo (0LV to 90 'ir8rie� Sub-Total$ 7&Vj,,,1 s TWF jZW Is ION 61/oz� Page 5 of 6 Nov 09 04 02: 29p Design Professionals 860-291 -8757 p. 7 • 1 Original Estimat Bond Redw.-tion#1 Bond Reduction#2 Sub-Total Page 1 $ 73,Z40,CD Sub-Total Page 2 3 Z3,,72-5.00 S 7-2-zL 7>.oa 3 Z;115.0D Sub-Total Page 3' a lb� Mao - .3 .Z b 10,010,� Sub-Total Page;4 3 ��04�0� $ ± ,r69- s -7 690.ar7 �.CC; 1,oos-o►� Sub-Total Page 5 3 573.2,M•A)$ .3 7, 065-o0 Sub-Total $ Z34,320.ws -(4E9-W a K792-O l 60)9�1Z.00 25°k:Contingencies x Sub-Total: . _ Zoe 2.�tS•� TOTAL $ 291�9o0.q) S go,9 9 o,�p i standard forms/bonds/bond estimate form 2�lC W%kX,-'10q4 flJPCQV6—D " .2-9) Z062. Page 6 of 6 WLG LLY 12002/003 ROBINSON & C O L S LLP EDWARD S.HILL 280 Trumbull Street Hartford,CT 06103-3597 Main(860)275-8200 Fax(860)275-8299 ehifl@rc.com Direct(860)275-8371 Also admitted in Massachusetts and Rhode Island Via Facsimile and First Class Maid December 23,2004 William E.Breslau,Esq. Kahan,Kerensky&Caposella 45 Hartford Turnpike P.O.Box K Vernon,CT 06066-2181 ' Re: Proposed Coustructiontoan to South Windsor Estates,L.L.C. Property at 1140 Pleasant Valley Road,South Windsor,CT Dear Mr.Breslau: As you aware,we represent the Raymond C.Green T rwt,Rodmim Financial Corp.,and Newbury Finance,Inc. (together,the"Lender')who have issued a commitment to provide financing for the construction of the final 6 units at the Pleasant Valley Condominium, We understand from the letter to you dated October 14,2004 from Ms.Marcia Banach,Director of Planning,that the Inland Wetlands/Conservation Commission site plan approval expires on March 1,2005 and the Planning and,Zoning Commission's site plan approval expires on March 25,2005. This is to confirm our discussions in which I indicated that the Lender cannot proceed to close the construction loan and made the necessary financial commitments to the project when Law Offices critical land use approvals are due to expire well before construction can be completed. BOSTON HARTFORD Ms-Banach'S letter indicates the possibility that extensions may be granted. NEW L°ND°" Of course,only action of the respective commissions to grant those extensions would result in valid extensions. STAMFORD GREENWICH At the very minimum,presuming that extensions of the approvals would be NEW YORK granted prior to their current expirations,prudent lending requires that the approvals SAAASOTA be extended at least to March 1,2008 for wetlands and Match 25,2008 for planning www.rc.com HARTI-1225909-1 - - ---- ............... a .�,•.. i.i.r ig003/003 ROBINSON & COLELLP William E.Breslau,Esq. December 23,2004 Page 2 and zoning. It may also be prudent for the developer to obtain longer extensions to account for unforeseen delays in completing the construction loan closing. Please keep me informed of your progress in soliciting these necessary extensions of these approvals. Very truly yours, Edward.S.Hill CC: Mr.Raymond C.Green(via facsimile) 0 qL TC .VA December 27, 2004 Kahan Kerensh & Caposse a LLP DEC zoos Marcia Banach,Director of Planning South Windsor Planning and Zoning Commission p 1540 Sullivan Ave. Michael A.Bars South Windsor, CT 06074 William E.Breslau Joseph P.Capossela Re: Pleasant Meadow Senior Residence Development Suzanne E.Caron Jami A.Cassarino Dear Marcia: William J.Dakin Eric J.Dellutri As you know, this office represents South Windsor Estates, LLC, the owner Dorian Reiser Famighetti and developer of the Pleasant Meadow Condominiums. Please take this letter Charles E.Jagolinagolinzer as my client' Solomon Ky s request for an extension of its site plan of development for an Michael J.Kopsick additional five (5) year period. The plan was originally approved by the Laurel D.Mangan* Commission on March 28, 2000, and is set to expire on March 28, 2005. Stephen F.Sutton James J.Walker The third and final building is set for construction and building permits were Antoinette M.Webster issued on October 15, 2004 for all six (6)units. In addition, some final site Jeffrey M.Winnick* improvements remain to be completed. Although we do not anticipate that it Robert F.Kahan will take the full additional five (5) years to complete this work, we request (1922-1996) the maximum extension of five (5) years as a precaution, in case of any unforeseen delays. In any event, as you can see from the attached letter from *also admitted in MA our lender's attorney, a requirement of our financing is to obtain at least a three (3) year extension. It is my understanding that this request will be addressed by the Commission Celebrating at its meeting on February 8, 2005. 1 will plan on attending that meeting, together with our new builder,to answer any questions that the Commission Our may have. If you have any questions or need additional information before 40th Year! that meeting, please do not hesitate to call me. Thank you for your cooperation and attention to this matter. Very truly yours Telephone r 9< (860) 646-1974 1211 1�c r J 1 Facsimile 4 (860) 647-8302 Dorian Reiser Famiglietti 45 Hartford Turnpike Enclosure (Letter from Attorney Hill) P.O.Box K Vernon,CT 06066-2181 cc: William Martin attomeys@kkc-lawcom Edward S. Hill www.kkc-lawcom p`SOwN •F4 V ` 7_0� 074C � u 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 ��OSOR•CO`� TELEPHONE (860) 644-2511 CERTIFIED MAIL February 9, 2005 Attorney Dorian Reiser Famiglietti Kahan, Kerensky&Capossela 7004 1160 0002 1059 5 313 45 Hartford Turnpike PO Box K Vernon, CT 06066-2181 Dear Attorney Famiglietti: Re: Appl#00-07P,Pleasant Meadow Senior Residence Development Please be advised that the Planning&Zoning Commission voted on February 8, 2005, to grant a two (2) year extension to the site plan approval for the above-referenced Senior Residence Development. This approval will expire on March 28,2007 and is subject to the following: 1. A pre-construction meeting must be held with Town Staff to review site issues and clarify construction schedules. 2. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 3. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 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 building street number must be included on the final plan. 6. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 7. All site improvements must be completed prior to issuance of the first certificate of occupancy in the final building. Sincerely, Timothy H. Wentzell, Chairman THW/pmm Planning and Zoning Commission cc: Building Engineering Design Professionals, Inc. WPCA MOWN df,1 y r Zul-n V/ sl 1 V&U&ot O �; •. �� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 NOSoR.c°NP TELEPHONE (860) 644-2511 + February 16,2005 Attorney William E.Breslau Kahan Kerensky&Caposella 45 Hartford Turnpike,P.O Box K Vernon,CT 06066-2181 Dear Attorney Breslau: RE:PLEASANT MEADOW 1140 PLEASANT VALLEY ROAD In response to your request regarding utilities serving the above-referenced property, I offer the following Pleasant Meadow Senior Residence Development is located in the Rural Residential zoning district on Pleasant Valley Road in South Windsor.. To date, 12 out of the 18 units are occupied. The occupied units are currently serviced bypublic water,town sewers,electricityand cable.These utilities are available either on- site or adjacent to the site to service the remaining 6 units. If you have any further questions about this project,please contact our office. Sincerely, Michele R Lipe,AICP Assistant Director of Planning ML ROCKVILLE BANK- CONNECTICUT'S BEST COMMUNITY BANK 7A,g1 S141IZ BA`k.'SM February 17,2005 Town of South Windsor Marsha Baneck RE: South Windsor Estates LLC Please accept this as notification that Rockville Bank is extending the letter of credit in the amount of$80,990.00 now expiring on February 23, 2005 for an addition one-month period to March 23,2005. By that time the letter is to be replaced with a passbook issued from South Windsor Estates, LLC to the Town of South Windsor for said amount. Sincerely, rkAr�. Jo M. Smith . Co ercial Loan Officer 6 860-291-3600 Connecting All Offices www.sbr.com 1645 Ellington Road, South Windsor, CT 06074 Appl #00-O7P, Pleasant Meadow SRD Request for Extension of Site Plan Approval Planning Department Report 02-08-05 1. Request for renewal of site plan approval to extend the construction completion date beyond the 5-year original approval, for Pleasant Meadow SRD, Pleasant Valley Road, RR zone. This project was originally approved on March 28, 2000, for 20 units, which have since decreased to 18 units. Twelve units have been completed; the remaining six units have building permits to begin construction. 2. This development has been problematic and frustrating from the beginning of construction. There have been many instances where buildings and site components were not constructed in accordance with the approved plans. Builders and site managers changed constantly, thus hampering staff s ability to obtain corrective actions when necessary. This project has also taken far longer to complete than a 20-unit project should take, without bona fide efforts to complete the project in any sort of timely manner. Many of the original unit purchasers found themselves in a position where they had sold their existing houses based on a promised delivery date for a unit in Pleasant Meadow, only to find that their units were unable to be occupied due to code or site plan issues. Thus we found ourselves in the difficult position of prohibiting the new owners from moving in and leaving them with no place to live until issues could be properly resolved; or letting them occupy the units knowing that there were many unresolved site and building issues. As a result, there are occupants in the first two buildings who have been living for several years in an unfinished development, with unfinished infrastructure and a messy site. For example, several years ago a foundation hole was dug for the remaining six-unit building, and the excavated soil was placed in a very large stockpile. The hole and stockpile continued to sit there despite our best efforts to obtain some relief for the current occupants. Occupants have expressed frustration over the last several years at having to live with these conditions. Our hands were basically tied until the expiration of the 5-year site plan approval. 3. As a result of all of these facts, staff were at the point where we were going to pursue calling of the bond and having the site improvements completed as we approached the expiration date of March 28, 2005. The new builder and new site financing arrived just in time to forestall our bond calling. The remaining 1 building with its six units is finally under active construction. We all want to see this project completed, and as rapidly as possible. Thus, staff request that the Commission extend the site plan approval for a minimal period, preferably one year, so that there is strong motivation to get this project completed. If at the end of the one-year extension, the applicant needs a further extension and construction has been occurring expeditiously and in good faith, the Commission can entertain another request for a further extension. In addition, staff request the following: --JEFF: anything that should get immediate attention? If not, this sentence can be deleted. 2 i p`SpW ~ T-0� 0le S-0� V&U&ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•C�N�� TELEPHONE(860) 644-2511 February 1,2005 Attorney William Breslau Kahan Kerensky&Capossela UP 45 Hartford Turnpike,P.C+Box K Vernon, CF 06066-2181 Dear Attorney Breslau: RE:PLEASANT MEADOW SRD: 15-DAY APPEAL PERIOD FOLLOWING AN APPROVAL At the request of Charles Bourget;I am writing this letter to inform you that the Town of South Windsor does NOT delay activity during the 15-day appeal period following a land-use regulatory commission approval. Thus, if Pleasant Meadow SRD receives an extension from the South Windsor Planning and Zoning Commission on February 8, 2005, the approval will be effective immediately, and any administrative staff actions sought during the 15-day appeal period will be routinely processed as at any other time. If you have any questions about this process,please do not hesitate to contact me. Sincerely, a Marcia A.Banach,AICP Director of Planning MB/sf Cc:Charles Bourget,Manager,Adams Associates LLC 10 N Sfq m 70-v� OP sioa . V&U/&)vt wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•co TELEPHONE (860) 644 2511 October 26, 2006 William Martin South Windsor Estates, LLC 84 Willow Brook Road Longmeadow,MA 06110 Dear Mr. Martin: Re: App100-07P Pleasant Meadow Estates SRD This is to advise you that the Planning and Zoning Commission voted on October 24, 2006 to release the remaining money required by the IWA/CC. Enclosed please find the surety bonds that were posted. Very truly yours, Patrick Kennedy, Chairman Planning and Zoning Commission PK/bmm cc: Town Engineer Chief Building Official TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Phone No. >> C Address LILL: Site Name_i��G� � .� 3i 'i f2t ) P&Z No. aO --4Q ze Owner , Phone No. Contractor-J-1 1 i ►(" , Signature of Owner i Dater, Signature of Design Engr. !. Date: 1014 S yto CHANGE: (Describe location and nature o change. Include ` Four (4 ) copies of plan/profile of Change. ) v- fir•; f 1 i/l � ' ' .)j'" 1 �.L V Reason for Change: (Why is change required) c 1 6 APPROVALS: (As Required) 1 �>1 ?I fi Dir: Of Planning Date: IjZ Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: uAa ' Al, r J C{ $AL S[ �t I-n.t.•,ice White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department October,2006 Marcia Banach, Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Pleasant Meadow SRD Dear Ms. Banach, On behalf of the Pleasant Meadow Condominium Association,we are writing to you to endorse the landscape plan change order prepared by Design Professionals, Inc. at the request of South Windsor Estates, LLC. We acknowledge there are significant changes from the originally approved plan. These changes include,but are not limited to,the following: ❑ A completely natural buffer to the properties to the east ❑ Greater variety of plant material ❑ Evergreen shrubs in lieu of 12-15' large spruce trees behind buildings 1,2 & 3 o More open lawn area and air space in areas adjacent to the detention basins as well as in the front yard ❑ Elimination of the fish pond and gazebo ❑ Modifications to foundation plantings in front of buildings ❑ Modifications to landscape plantings to accommodate underground utilities and buildings ❑ More lawn space behind Building 3 to accommodate underground utilities We look forward to an expeditious completion of this project. Thank you. Respectfully submitted, Gres►c��.n} (tin �r�0.5uXc� (/l G . .. ..... .. . ............. SCW N SAt /�./�/-� - - , V! So� V&U&olt � U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 October 16,2006 South Windsor Estates LLC 84 Willowbrook Road Longmeadow,MA 01106 Dear Madam/Sir: Re: Appl#00-07P,Pleasant Meadows bonds This is to advise you that the Planning and Zoning Commission voted on 10/10/06 to reduce the site bond from$80,990 to $36,100 and to also reduce the IWA/CC bond from$3,000 to $0. Please forward an amendment to the bonds we are currently holding showing the reductions at your earliest convenience. Very truly yours, Patrick Kennedy, Chairman Planning and Zoning Commission KMcC/bmm cc: Town Engineer Chief Building Official P ealt Patricia A.Schuiten ✓f 49 Windsor Ave. (Rt.83) Broker/President =- onnectio4 Vernon,CT 06066 Private Paralegal Services (860) 875-1155 June 29, 2007 Michele R. Lipe Assistant Director of Planning Town of South Windsor 1540 Sullivane Avenue South Windsor, CT 06074 RE: Pleasant Meadow Estates/Final Plantings Dear Michele, Please be advised that all the requirements for the Amended Planting Requirements have been completed on the site. The over seeding of the lawn area for building(3) three has also been completed and the grass has begun to germinate. The enclosed photos are for your records. They show all the areas planted per the requirements. These plantings have also been mulched since the photos were taken. This project is now completed with the final closing for the last unit scheduled for July 26, 2007. Therefore we would like to request the release of the balance of the landscaping bond. If you have any questions please call me at (860) 875-1155 ext#1. s Sinicerely your ,.. o Tricia Schu-41en or: South Windsor Estates, LLC 84 Willow Brook Road Longmeadow, MA 01101 CC/Attorney William Breaslau Attorney Victoria Juliano William Martin "Our integrity is the only thing we take from this world." Upon that cornerstone we seek to establish our relationship with you. TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON 1 7'?��A/ Rhone No Address 41, f��7-,A, Site Name P&Z No. Owne 7-71 Phone No aj Contractor, r, Date: Signature or Signature of Design Engr. = Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) ixv et, 44 y. f A, Reason for Change: (Why is change required) 'A (Ix APPR� A/0 OVALS (As Required J Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow Applicant Pink - Director of Planning Goldenrod Engineering Department 00 NIF I II BURR MEADOW I I I � rps.6k8 , ( I .9 106'ex 7 2Sz xi 05.-7- 106. X105,6 EX. BLDG TOW = 112.03 FF BLDG = 113.03 T.F.=l FF GAR = 111.94 L.=94.70 94.6 (OUT) Q5 oh 10 1435. � -__--�,�q,�irq - - ..10p� h 1085 \; 73 11V7 0 7 05* 7 71 .0" CB-4 7<9 DE TEN TI (T E 11 BASIN ow =110 4 INV=10 7 Ale W.G.J/ x1lo. EX.SMH#5 8,>' FE 18).*) TF=1 11.30 8-" o INV.=103. L il 01.9 4 71 9 10.8 BIT. PAVEMENT sm 3 7 N . ao 6� 10996 LEAN—OUT T' YP.) IN .=95.56 Cv cv "Q CB 11013 F=108.60 =102 114� r 0 , 109.140 MH 1014 N SC H O x V 7DWn V I SoL(.'N f� V&1� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�dSox.co TELEPHONE (860) 644-2511 October 25, 2007 Mr. Bill Martin South Windsor Estates, LLC 84 Willow Brook Road Longmeadow, MA 01101 Dear: Mr. Martin Re: Appl 00-07P, Pleasant Meadows This is to advise you that the Planning and Zoning Commission voted on 10/23/07 to reduce the site bond for the above mentioned application from$36,100 to $5,000. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, - -z�'Yc S-Z Patrick Kennedy, Chairman m" Planning and Zoning Commission PK/mrl cc: Town Engineer Chief Building Official At � n a From:Newbury Finance To:Michele Lipe Date:10/29/2007 Time:1:38:24 PM Page 2 of 2 NEWBURY FINANCE INC. 7 Wells Avenue,Suite 23 Newton,MA 02459 Telephone(617)454-9905 Fax(617)965-9735 October 29, 2007 Ms. Michele Lipe Town of South Windsor, CT Re: William Martin Pleasant Meadows Condominiums Dear Ms. Lipe: Please be advised that Newbury Finance, Inc. et al releases its interest in the Bond(s)held by the Town of South Windsor with respect to the Pleasant Meadows Condominiums. Very truly yours, ATT7\17PT T7?V T7TAT n VOU TATO refer A. i slcounas President 1D.N N Sfq '"' �... ( t p * r s � w` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OsoR.CO TELEPHONE (860) 644-2511 December 3, 2007 Mr. Bill Martin South Windsor Estates, LLC 84 Willow Brook Road Longmeadow, MA 01106 Dear: Mr. Martin Re: App100-07P, Pleasant Meadows Bond release This is to advise you that the Planning and Zoning Commission voted on 11/27/07 to release the $5,000 site bond for the above mentioned application. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, 4U jt- Patrick Kennedy, Chairman Planning and Zoning Commission PK/mrl cc: Town Engineer Chief Building Official