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Special Exception for Senior Residence D
4 TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING AND ZONING COMMISSION APPLICATION FORM R•CO�� Application No. : 9d-1-/ J� Pr Date Received: ��_ _q ,L Action/Public Hearing by : — Ta Receipt No. : NOV 101992 APPLICANT: r� South Windsor Planning & Zonin ADDRESS : �. L �� ,1, TELEPHONE: 5- dJ' OWNER OF RECORD ON LAND RECORDS : ADDRESS : COMPLETE LOCATION OF PROPERTY: Yv ✓'1/���r �,��, ZONE: NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: br i a.►, Q w Air UAA1,)I\Vv 11tr )eyj_1,1R , - %a-, 1_ 'J.4r 4 PrD' C TELEPHONE: THIS APPLICATION IS FOR : (Check one of the following) 1 . Zone Change to (Public Hearing required) . 2. Subdivision . 3. Open Space Subdivision (Public Hearing required) . 4. Resubdivision (Public Hearing required) . 5. Special Exception to Article Public He f ( arms Required) . _ 6. Site Plan of Development. ( WynjemeTf- L01-4r4) (Sf-n I Dn 1-e5';tQclhce, ))e-V-e D r &Kf 7. Earth Filling [Section 101 and/or Earth Removal [Section 9] (Public Hearing Required) . 8. General Plan of Development . 9. Regulation Amendment : Zoning Subdivision _10. Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON AT ACHED CHECKLIST. If 4;1 Applicant Owne 3 . Architectural Elevations: Plans s of the proposed buildings drawn. to a scale of 1 8" = 1 ' - 0" showing the elevations of all sides of the proposed buildings in sufficient detail to show architectural styling. ✓ Architect' s seal on elevations for buildings in excess 5000 square feet (per CGS Chapter 390.).. g o f 4 . Plot Plan: A layout map e of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets : ( 1 ) 24" X 36" with a 3/4" ruled margin; ( 2) 18" X 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Proposed streets and street lines with center line stations, curve data, and parking spaces . C. Building lines in accordance with zoning regulations . d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened) e. Easements, noting grantors, grantees, and .purpose. _ f . Names of abutting property owners . g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. In areas accessible to Metropolitan District Commission points, or other coordinated points, the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. ✓ i . A-2 certification; P.E. /L.S. Seal . _ 5 : Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: a. All existing and proposed buildings . b. Curb lines and pavement width, sidewalks . C. Existingand proposed sanitary P p sewers . d. Existing and proposed water and gas main systems . e. Present wooded area indicated by foliage lines . Any individual 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 1 '00-year floodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes . (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines,, shall be 15 inches. ) i. Connections of all springs into proposed storm drainage system as needed. J . Location and indications of existing brook channels and 100-year flood limits . k. A-2 Certification; P.E. /L.S, Seal. 6 . Landscaping plan. 7 . Draina a calculations - Zero Runoff In crease per attached guidelines. 8 . Traffic report. 9 . Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets in sections coordinated b statio ns ions with the profile. b. Street plan showing roadways and drainage. 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. Drainage lines will be shown and described as to material . / f . Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions . g. Metropolitan District Commission datum shall b P e 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 sanitarylines sewer and manholes, including elevations, 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; the report should deal. with the area as a whole, discussing the following points: a. General nature and development of surrounding area. b. Topography and natural drainage pattern. C. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil. d. General description of type of development contemplated. e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and the general layout pattern to be used, etc. f . Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. g. Map of general area with locations of all tests shown on proposed layout. h. Flood heights of any nearby streams, brooks, or rivers . i. Test results and engineering evaluation per Section 4 . 13 .5 . All information required above is included in this a time of submission. application at the PLAN PREP)eERe--'- .E. FS. DATE November, 1987 At WYNDEMERE COURT SENIOR HOUSING 1 . Application for a special exception to article 4 . 1 . 12 and J-1 site plan to construct a 14 unit senior residence development on a 1 . 74 acre piece of property located on the ' easterly side of Nevers Road, immediately north of the town's community center, RR zone. This is the first �V application of its type since this regulation was adopted on 11/6/92. his site is currently surrounded by town owned land with the exception of the residential property immediately to the north. A sidewalk will be extended from the site to the existing sidewalk in front of the community center. 2. The proposed buildable density for this project is 8. 05. Ten units per buildable acres is allowed with a max. of 20 per site. Impervious coverage proposed is 44%; 60% allowed. The applicant has provided 1 1/2 parking spaces per unit as required. It appears that all other zoning requirements have been met. 3 . The site will be serv' ed by public water and town sewers . WPCA approval is re. ired. Fred Sh w, Sup't of WPC has commented that the/developer PV&bWextend the sewer service to provide for a lateral connection and appropriate easement for the property to the north. Also, because the proposed sewer will be on town property, the developer will need to approach the town council to obtain a construction easement to build the sewers as well as a permanent easement for use of the sewers. 4 . There are no inland wetlands nor 100 year f loodplain on this site. The applicant has received IWA/CC approval with a recommendation of a $5,000 bond, the requirement of trap hoods to be installed in catch basins #1, #2, #3, #4 and #5 . There were no other unusual approval conditions . 5 . The police department has looked at this plan. They have a e raised a concern regarding a possible site line problem 51 looking north out of the driveway due to the crest in the hill on Nevers Road. They would like the applicant to demonstrate that there is adequate site lines in both directions . 6 . The landscaping proposed includes the relocation of large ' trees around the site. Also the will be saving the r Y g existing vegetation in the rear of the property. A note has been added to the plans that any trees to be removed will be flagged in the field and inspected by the town. Other landscaping proposed includes: - honey locust, pin oak, and crimson maple on the perimeter of the site 114 - white pines to provided some screening of the site (particularly in the area of the adjacent house) - a variety of low lying shrubs, i.e. rhodo, euonymous, pachysandra, holly etc are proposed for the areas around the fronts of the dwellings 7 . The architecture for the buildings include two L-shaped buildings with 7 units in each. Units range from 905 sq ft to 1095 sq ft. Each unit is proposed for a deck off the back. Architecture & Design Review Board has reviewed this proposal and have made the following comments: possibility of a more direct sidewalk between the new r sidential development and the community center; however after speaking with the public works department, that would be difficult due to the topography on the property as well as the location of the front door of the community center \- larger gazebo on the. center island addition of an architectural feature along the 60, ridge line t6 break up the appearance of the fronts of the buildings In reviewing this application the commission should refer to the special exception criteria listed in section 4 . 1 . 1j2 d to determine if this use is appropriate for this site. If this application is approved, there are no other planning department modifications requested. s� S �� 8 S 'e TEMPORARY CONSTRUCTION EASEMENT Know all men by these presents, that for One Dollar(s) and other valuable consideration received from Brian K. Edwards and Debra L. Edwards, both of South Windsor, Connecticut, (hereinafter Grantees) the undersigned Town of South Windsor, hereby grants to said Brian K. Edwards and Debra L. Edwards, their agents and assigns, a Temporary Construction Easement upon a portion of the property in said Town as hereafter described which the undersigned Grantor is the record owner thereof, to wit: An Easement area being shown and designated as "50 ' Wide Tempo- rary Construction Easement In Favor Of B&M Enterprises, Inc. (For Wyndemere Court) " on a certain plan entitled "Wyndemere Court Senior Residence Development Nevers Road South Windsor, Connecticut Sheet 4/5 Plan And Profile Job No: 92-632 Date 8-15-92 design professionals, ,R inc. civil engineers - planners - surveyors 441c governor's highway ". F south windsor, connecticut 06074 Revisions 11/30/92 12/2/92 12-29-92 9-21-93" which map is to be filed in the South Windsor Town Clerk' s Office. Said Temporary Construction Easement hereby being granted is for the purpose of the Grantees, their agents and assigns to enter and construct a sewer line within the easement as shown on the plan hereinabove described. The Grantor grants to Grantees, their agents and assigns, for the above described purpose: 1 . The right to enter upon the hereinabove described easement area and to drive vehicles and construction equipment on and across same; 2 . The right to excavate in, or to disturb the surface of, said easement area; } -r- g t ..__..s-toze and-__ stockpile._ mate 4 . The right to survey said easement area and mark the location of the above described easement by suitable markers; 5 . The right to do all other acts upon said easement area necessary for the efficient completion of the purposes stated herein. The Grantees, for themselves, theirs heirs and assigns, covenant and agree with the Grantor, its successors and assigns: -2- 1 . The indemnify and save Grantor, its successors and assigns, harmless from any and all damage to property or person caused by the exercise of any of the rights granted hereun- der, or by any negligent act or omission of it or any of their agents, servants and/or employees in the course of their employment; 2 . To restore the land within said easement to as nearly its present condition as possible commensurate with the above provided uses: 3 . All rights granted to Grantees hereunder shall be temporary and shall terminate Avc-7 ( I (-713 Signed and sealed at South Windsor, Connecticut, this day of 1-94-3-: Town of South Windsor By: (L.S. ) Its: Hereunto duly authorized STATE OF CONNECTICUT ) ss: South Windsor 1993 COUNTY OF HARTFORD ) Personally appeared who signed the foregoing instrument and acknowledged his/her signature to be his/her free act and deed, before me. Notary Public Commissioner of the Superior Court T WN�HALL `USE Ap roved b3� To4n En4neer Dat ,° DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS, That THE TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, for the consideration of ONE ($1 .00) DOLLAR AND OTHER VALUABLE CONSIDERATIONS, received to its full satisfac- tion of BRIAN K. EDWARDS and DEBRA L. EDWARDS, both of South Windsor, Connecticut, do give, grant, bargain, sell and confirm unto the said BRIAN K. EDWARDS and DEBRA L. EDWARDS, their heirs and assigns forever, a perpetual right to la17, install, maintain, inspect, operate, construct, use, alter, repair, replace, and remove storm water or storm drainage systems and appurtenances thereto, in, through, upon and over a certain piece or parcel of land as described in Exhibit A. Within said parcel described in Exhibit A, the Grantees, their heirs and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with men and equipment, to operate equipment and install materials incidental to the con- struction of said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm drainage systems and to excavate and fill over said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm sewer drainage systems. The Grantor herein, for itself, its successors and assigns, shall not erect or allow to be erected any immobile structures on said easement or right-of-way and shall not plant or allow to be planted or grown any trees thereon or perform any work thereon within said easements or rights-of-way which may endanger or interfere with said line, pipe or drainage systems. The Grantor herein for itself, its successors and assigns, reserves the right to itself, its successors and assigns, to continue to use the land within which the aforesaid easement or right-of-way has been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantees, their heirs and assigns, in fulfilling the purpose for which this easement or right-of-way is granted. The Grantees herein, for themselves, their heirs and as- signs, agree to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way area. The Grantees agree to hold the Grantor, its successors and assigns, harmless from and against any and all damage to property -2- or person caused by the construction and/or maintenance and repair of said drainage facilities. IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal this day of 19 . Signed, Sealed and Delivered GRANTOR: in the presence of: TOWN OF SOUTH WINDSOR By Its Hereunto duly authorized STATE OF CONNECTICUT) ) ss. South Windsor COUNTY OF HARTFORD ) On this day of 19 before me, , the undersigned officer, personally appeared , known to me (or satisfactorily proven) to be the person whose name is subscribed to the within instrument and acknowledged that she/he executed the same for the purposes therein contained. In Witness Whereof, I hereunto set my hand. Notary Public TOWN HALL USE ONLY Approved by Town Engineer EXHIBIT A Commencing at a point marked by an existing monument situ- ated in the easterly street line of Nevers Road, which point marks the southwesterly corner of land of the Grantees herein and the northwesterly corner of land of the Grantor herein, as shown on the map hereinafter described;_ thence running S 87052127" E a distance of 20 .00 feet to a point; thence running S 48119138" W a distance of 28 . 87 feet to a point situated in the easterly line of Nevers Road; thence running N 04135104" E along the easterly line of Nevers Road, a distance of 20 . 00 feet to the point or place of beginning. Said easement area is shown and designated as "Proposed Drainage Easement In Favor Of Wyndemere Court" on a certain map or plan entitled "Wyndemere Court Senior Residence Development Nevers Road South Windsor, Connecticut Sheet 2 Of 5 Site Plan Job No: 92-611 Date 11-11-92 design proposals, inc. civil engineers - planners - surveyors 441c governor' s highway, south windsor, connecticut 06074 - Revisions 11-30-92 12-2-92 12-29-92 1-27-93 3-16-93 9-21-93" , which map shall be placed on file in the South Windsor Town Clerk' s Office to which reference may be had. SEWER LINE EASEMENT KNOW ALL MEN BY THESE PRESENTS, that BRIAN K. EDWARDS and DEBRA L. EDWARDS, both of the Town of South Windsor, County of Hartford and State of Connecticut, for ONE DOLLAR AND OTHER VALUABLE CONSIDERATIONS, received to their full satisfaction of GEORGE H. CHARLTON and FRANCES S. CHARLTON, both of South Windsor, Connecticut, do give, grant, bargain, sell and confirm unto the said GEORGE H. CHARLTON and FRANCES S. CHARLTON, their heirs and assigns the right, privilege and authority to construct and to perpetually maintain a sewer line, including the right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace and remove a sewer line thereto, in, through, upon and over certain piece (s) of land as described in Exhibit A. Within said parcel described in Exhibit A, the Grantees, their heirs and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with men and equipment, to operate equipment and install materials inci.-de-ntal_ to- the con- struction, maintenance or repair of said (sewer line,) and excavate and fill. The Grantors herein, for themselves, their heirs and as- signs, shall not erect or allow to be erected any immobile �- structures on said easement or right-of-way which may endanger or interfere with the said sewer line, except those certain , structures that may be shown and/or designated on the map or plan described in Schedule A. z The Grantors herein, for themselves, their heirs and as- signs, reserve the right to themselves, their heirs and assigns, to continue to use the land within which the aforesaid easement or right-of-way has been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantees, their heirs and assigns, in fulfilling the purpose for which this easement or right-of-way is granted. The Grantees herein, for themselves, �-hei-r---heirs) and as- �. w signs, agree to restore and maintain said premises-'in their original conditions as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way. The Grantees agree to hold the Grantors, their heirs and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. -2- IN WITNESS WHEREOF, the Grantors have hereunto set their hand and seal this day of 19 Signed, Sealed and Delivered GRANTORS: in the presence of: Brian K. Edwards Debra L. Edwards STATE OF CONNECTICUT) COUNTY OF HARTFORD ) On this day of 199 , before me, , the undersigned officer, personally appeared Brian K. Edwards and Debra L. Edwards known to me (or satisfactorily proved) to be the persons whose names are subscribed to the within instrument and acknowledge that they executed the same for the purposes therein contained. In Witness Whereof, I hereunto set my hand. Notary Public Date TOWN HALL USE ONLY Approved by Town Engineer Date EXHIBIT A Commencing at a point situated in the southerly line of land of George H. and Frances S. Charlton and the northerly line of land of Brian K. Edwards and Debra L. Edwards, the Grantors herein, and which point is situated 25. 71 feet easterly from the street line of Nevers Road as measured along a bearing of S ' 84°36128 E, all as shown on said map;_ thence running S 84°36 '28" E along the northerly line of land of George H. and Frances S. Charlton as shown on said map, a distance of 20 .01 feet to a point; thence running S 03°59 ' 11" W a distance of 172.12 feet to a point; thence running N 87°52127" W a distance of 20.01 feet to a point;_ thence running N 03°59 ' 11" E a distance of 173 .26 feet to the point or place of beginning, the last three courses and distances being along land of Brian K. Edwards, the Grantors herein. Said easement area is shown and designated as "Easement In Favor Of N/F George H. & Frances S. Charlton" on a certain map or plan entitled "Wyndemere Court Senior Residence Development Nevers Road South Windsor, Connecticut Sheet 2 Of 5 Site Plan Job No: 92-611 Date 11-11-92 design proposals, inc. civil engineers - planners - surveyors 441c governor's highway, south windsor, connecticut 06074 Revisions 11-30-92 12-2-92 12-29-92 1-27-93 3-16-93 9-21-93" , which map shall be placed on file in the South Windsor Town Clerk' s Office to which reference may be had. po- SEWER LINE EASEMENT PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS KNOW ALL MEN BY THESE PRESENTS, that BRIAN K. EDWARDS and DEBRA L. EDWARDS, both of the Town of South Windsor, County of Hartford and State of Connecticut, for One DOLLAR AND OTHER VALUABLE CONSIDERATIONS, received to their full satisfaction of THE TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, do give, grant, bargain, sell and confirm unto the said TOWN OF SOUTH WINDSOR, its successors and assigns, the right, privilege and authority to construct and to perpetually maintain a sewer line, including the right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace and remove a sewer line thereto, in, through, upon and over certain piece (s) of land as described in Exhibit A. Within said parcel described in Exhibit A. the Grantee, its successors and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, ' and to pass and repass with men and equipment, to operate equipment and install materials incidental to the con- struction, maintenance or repair of said sewer line, and to o excavate and fill. The Grantors herein, for themselves, their :,heirs\.rand as- signs, shall not erect or allow to be erected any immobile structures on said easement or right-of-way which may endanger or interfere with the said sewer line. The Grantors herein for themselves, t-he_i'r ,Theirs and assigns, reserve the right to themselves, their ,'-heir an assigns, to continue to use the land' within which the aforesaid easements or rights-of-way have been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantee, its successors and assigns, in fulfilling the purpose for which this easement or 'right-of-way is granted. The Grantee herein, for itself, its successors and assigns, agrees to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way area. -2- The Grantee agrees to hold the Grantors, their heirs and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals this day of 19 Signed, Sealed and Delivered GRANTORS: in the presence of: Brian K. Edwards Debra L. Edwards STATE OF CONNECTICUT) ) ss. COUNTY OF HARTFORD ) On this day of 19 , before me, the undersigned officer, personally appeared BRIAN K. EDWARDS and DEBRA L. EDWARDS, known to me (or satisfactorily proven) to be the persons whose names are subscribed to the within instrument and acknowl- edge that they executed the same for the purposes therein con- tained. In Witness Whereof, I hereunto set my hand. Notary Public Date TOWN HALL USE ONLY M 671Z Approved by Town Ent1lireer EXHIBIT A Commencing at a point marked by an existing monument situ- ated in the easterly street line of Nevers Road, which point marks the southwesterly corner of land of the Grantors herein and the northwesterly corner of land of the Grantee herein, all as shown on the maphereinafter described; thence running N 04*35104" E along the easterly street line of Nevers Road as shown on said map, a distance of 30.03 feet to a point; thence running S 87*52127" E a distance of 51 .01 feet to a point; thence running S 03159111" W a distance of 30.02 feet to the northerly line of land of the Grantee, the last two (2) courses and distances being along land of the Grantors herein; thence running N 87052127" W along land of the Grantee herein a distance of 51.33 feet to the point or place of beginning. Said easement area is shown and designated as "Sanitary Sewer Easement In Favor Of The Town Of South Windsor" on a certain map or plan entitled "Wyndemere Court Senior Residence Development Nevers Road South Windsor, Connecticut Sheet 2 Of 5 Site Plan Job No: 92-611 Date 11-11-92 design professionals, inc. civil engineers - planners - surveyors 441c governor' s highway, south windsor, connecticut 06074 Revisions 11-30-92 12-2-92 12-29-92 1-27-93 3-16-93 9-21-93" , which map or plan is on file or shall be placed on file in the South Windsor Town Clerk's Office to which reference may be had. PAGE 0 0 1 OL g11272 SEWER LINE EASEMENT PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS KNOW ALL MEN BY THESE PRESENTS, that BRIAN K. EDWARDS and DEBRA L. EDWARDS, both of the Town of South Windsor, County of Hartford and State of Connecticut, for One DOLLAR AND OTHER VALUABLE CONSIDERATIONS, received to their full satisfaction of THE TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, do give, grant, bargain, sell and confirm unto the said TOWN OF SOUTH WINDSOR, its successors and assigns, the right, privilege and authority to construct and to perpetually maintain a sewer line, including the right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace and remove a sewer line thereto, in, through, upon and over certain piece (s) of land as described in Exhibit A. Within said parcel described in Exhibit A. the Grantee, its successors and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with men and equipment, to operate equipment and install materials incidental to the con- struction, maintenance or repair of said sewer line, and to excavate and fill. The Grantors herein, for themselves, their heirs and as- signs, shall not erect or allow to be erected any immobile structures on said easement or right-of-way which may endanger or interfere with the said sewer line. The Grantors herein for themselves, their heirs and assigns, reserve the right to themselves, their heirs and assigns, to continue to use the land within which the aforesaid easements or rights-of-way have been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantee, its successors and assigns, in fulfilling the purpose for which this easement or right-of-way is granted. The Grantee herein, for itself, its successors and assigns, agrees to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way area. VOL. 778 PAGE OOQO -2- The Grantee agrees to hold the Grantors, their heirs and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals this z444 % day of i"2�v�c•�ac;l 19%. It Signed, Sealed and Delivered GRANTORS: in the presence of: 2zX40c,4 Brian K. Edwa3rds P L4ic)atdn- - 30" F t06AA1 Debra L. Edwards eeF CONNECTICUT) ) s s. Sov�t1 u1�t1�Sc . COUNTY OF HARTFORD ) On this 2-+VA day of 19��, before me, -,TJPy%D {-- uqvlc�j , the undersigned officer, personally appeared BRIAN K. EDWARDS and DEBRA L. EDWARDS, known to me (or satisfactorily proven) to be the persons whose names are subscribed to the within instrument and acknowl- edge that they executed the same for the purposes therein con- tained. In Witness Whereof, I hereunto set my hand. Neva arc (j t4 o� P ddZ C.dil Date TOWN HALL USE ONLY Approved by Town Engineer Date Approved by Town Manager Date Vol 778 a.9 d Oo3 EXHIBIT A Commencing at a point marked by an existing monument situ- ated in the easterly street line of Nevers Road, which point marks the southwesterly corner of land of the Grantors herein and the northwesterly corner of land of the Grantee herein, all as shown on the maphereinafter described; thence running N 04*35104" E along the easterly street line of Nevers Road as shown on said ' map, a distance of 30.03 feet to a point; thence running S 87*52127" E a distance of 51 . 01 feet to a point; thence running S 03*59111" W a distance of 30 . 02 feet to the northerly line of land of the Grantee, the last two (2) courses and distances being along land of the Grantors herein; thence running N 87*52127" W along land of the Grantee herein a distance of 51 . 33 feet to the point or place of beginning. Said easement area is shown and designated as "Sanitary Sewer Easement In Favor Of The Town Of South Windsor" on a certain map or plan entitled "Wyndemere Court Senior Residence Development Nevers Road South Windsor, Connecticut Sheet 2 Of 5 Site Plan Job No: 92-611 Date 11-11-92 design professionals, inc. civil engineers - planners - surveyors 441c governor' s highway, south windsor, connecticut 06074 Revisions 11-30-92 12-2-92 12-29-92 1-27-93 3-16-93 9-21-93" , which map or plan is on file or shall be placed on file in the South Windsor Town Clerk's Office to which reference may be had. JXl Manchester State Bank joins herein as holder of the first mortgage on said premises, consents hereto and covenants and agrees, for itself, its successors and assigns, and its mortgage shall be and hereby is subordinated to this easement as if such mortgage had been executed and recorded subsequent to the recordation hereof. In Witness Whereof, Manchester State Bank has hereunto set or caused to be set its hand and seal this 2IS'f-`' day of February, 1994 . Signed, Sealed and delivered MAN E ER STATE BANK in the presence of: By. 'mil D iZ-LJ A04 _ its: V, le `� ""��, �-✓� Hereunto duly authorized ZLou.b0,-r cz I?. 0 1 STATE OF CONNUT ) ss: Manchester February ZS , 1994 COUNTY OF HARTFORD ) Personally appeared, � \)tiCE W-G-1Z1Wv1 r of Manchester State Bank, as aforesaid, signer of the foregoing instrument and acknowledged the same to be his/her free act and deed as such %'\Ct We i*ZQ-\(IT and the free and act and deed of said corporation, before me. FEB 2 5 1994 RECEIVED FOR RECORD ig mmissioner of the Supe 'or Court ,D 'oH &r'- � U„h 1 � C AT i . Jai f j � � N -� -W)-b iz.,"u4 n RECORDED IN SOUTH�INDSOR LAND RECORDS VOL. �......RAGE_.°__... BY.... W it LER ASSISTANT TOWN CLE VOL. 7'18 PAGE 004 SEWER LINE EASEMENT 001273 PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS KNOW ALL MEN BY THESE PRESENTS, that BRIAN K. EDWARDS and DEBRA L. EDWARDS, both of the Town of South Windsor, County of Hartford and State of Connecticut, for ONE DOLLAR AND OTHER VALUABLE CONSIDERA- TIONS, received to their full satisfaction of GEORGE H. CHARLTON and FRANCES S. CHARLTON, both of South Windsor, Connecticut, do give, grant, bargain, sell and confirm unto the said GEORGE H. CHARLTON and FRANCES S. CHARLTON, their heirs and assigns the right, privilege and authority to construct an to perpetually maintain a sewer line, including the right to lay, install, maintain, inspect, operate, construct, use, alter, repar, replace and remove a sewer line thereto, in, through, upon and over certain piece (s) or land as described in Exhibit A. Within the said parcel described in Exhibit A, the Grantees, their heirs and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with men and equipment, to operate equipment and install materials incidental to the construction, maintenance, or repair of said sewer line, and to excavate and fill. The Grantors herein, for themselves, their heirs and assigns, shall not erect or allow to be erected any immobile structures on said easement or right-of-way which may endanger or interfere with the said sewer line. The Grantors herein for themselves, theirs heirs and assigns, reserve the right to themselves, their heirs and assigns, to continue to use the land within which the aforesaid easements or rights-of-way have been granted for any uses and purpose which shall not in any way interfere with the use thereof by the Grantees, their heirs and assigns, in fulfilling the purpose for which this easement or right- of-way is granted. The Grantees herein, for themselves, their heirs and assigns, agree to restore and maintain said premises in their original condi- tion as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way area. The Grantees agree to hold the Grantors, their heirs and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. Vol. 7 7 8 PAGE 005 -2- IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals this 2 � day of . 1994 . Signed, Sealed and Delivered GRANTORS: in the presence of: ` `d)OQ,A -c- Brian K. Edwards loft T "O(O(NN Debra L Edwards 4;ATE OF CONNECTICUT ) ) s s: wu-VA "M\- S'6-f- COUNTY OF HARTFORD ) On this -z44A^ day of �;MAZ4lRf:�j 1994, before me, ywyo 9- "'ACM A, the undersigned officer, personally appeared BRIAN K. EDWARDS and DEBRA L. EDWARDS, known to me (or satisfactorily proven) to be the persons whose names are subscribed to the within instrument and acknowledge that they executed the same for th purposes therein contained. In Witness Whereof, I hereunto set my hand. �DN1v1 6 z--rA f; Sbfeaw4L ewe ��1b, Q-U-Mr-A fp�t�ry l z4 , 654 Date EXHIBIT A Commencing at a point situated in the southerly line of land of George H. and Frances S. Charlton and the northerly line of land of Brian K. Edwards and Debra L. Edwards, the Grantors herein, and which point is situated 25. 71 feet easterly from the street line of Nevers Road as measured along a bearing of S ' 84136128 E, all as shown on said map;_ thence running S 84136128" E along the northerly line of land of George H. and Frances S. Charlton as shown on said map, a distance of 20 .01 feet to a point; thence running S 03059 ' 11" W a distance of 172 . 12 feet to a point; thence running N 87152 ' 27" W a distance of 20. 01 feet to a point; thence running N 03059 ' 11" E a distance of 173 .26 feet to the point or place of beginning, the last three courses and distances being along land of Brian K. Edwards, the Grantors herein. Said easement area is shown and designated as "Easement In Favor Of N/F George H. & Frances S. Charlton" on a certain map or plan entitled "Wyndemere Court Senior Residence Development Nevers Road South Windsor, Connecticut Sheet 2 Of 5 Site Plan Job No: 92-611 Date 11-11-92 design proposals, inc. civil engineers - planners - surveyors 441c governor' s highway, south windsor, connecticut 06074 Revisions 11-30-92 12-2-92 12-29-92 1-27-93 3-16-93 9-21-93" , which map shall be placed on file in the South Windsor Town Clerk' s Office to which reference may be had. VOL. i 7 8 PAGE d 0 6 z a; Manchester State Bank joins herein as holder of the first mortgage on said premises, consents hereto and covenants and agrees, for itself, its successors and assigns, and its mortgage shall be and hereby is subordinated to this easement as if such mortgage had been executed and recorded subsequent to the recordation hereof. In Witness Whereof, Manchester State Bank has hereunto set or Cr caused to be set its hand and seal this 25-VIA day of February, 1994 . Signed, Sealed and delivered MAN TER STATE BANK in the presence of: By. Its Hereunto duly authorized STATE OF CONNECT T ) ss: Manchester February 2 S' , 1994 COUNTY OF HARTFORD ) Personally appeared, �9Gr1WV1r of Manchester State Bank, as aforesaid, signer of the foregoing instrument and acknowledged the same to be his/her free act and deed as such VAC e- and the free and act and deed of said corporation, before me. FEB 2 5 1994 r;�E-. F;VD rOr; EC(JD� ommi s s ioner of the Super.Lckr Court PMeta,.., .. fij�}tD 2 L /� l 'r�K'ORDrD IN SOUTH WINID Oql r -10 13 ASSISTANT TOWN CLE you. "�1 �' PAGE 007 TEMPORARY CONSTRUCTION EASEMENT Know all men by these presents, that for One Dollar(s) and other valuable consideration received from Brian K. Edwards and Debra L. Edwards, both of South Windsor, Connecticut, (hereinafter Grantees) the undersigned Town of South Windsor, hereby grants to said Brian K. Edwards and Debra L. Edwards, their agents and assigns, a Temporary Construction Easement upon a portion of the property in said Town as hereafter described which the undersigned Grantor is the record owner thereof, to wit: An Easement area being shown and designated as "50 ' Wide Tempo- rary Construction Easement In Favor Of B&M Enterprises, Inc. (For Wyndemere Court) " on a certain plan entitled "Wyndemere Court Senior Residence Development Nevers Road South Windsor, Connecticut Sheet 4/5 Plan And Profile Job No: 92-632 Date 8-15-92 design professionals, inc. civil engineers - planners - surveyors 441c governor' s highway south windsor, connecticut 06074 Revisions 11/30/92 12/2/92 12-29-92 9-21-93" which map is to be filed in the South Windsor Town Clerk' s Office. Said Temporary Construction Easement hereby being granted is for the purpose of the Grantees, their agents and assigns to enter and construct a sewer line within the easement as shown on the plan hereinabove described. The Grantor grants to Grantees, their agents and assigns, for the above described purpose: 1 . The right to enter upon the hereinabove described easement area and to drive vehicles and construction equipment on and across same; 2 . The right to excavate in, or to disturb the surface of, said easement area; 3 . The right to survey said easement area and mark the location of the above described easement by suitable markers; 4. The right to do all other acts upon said easement area necessary for the efficient completion of the purposes stated herein. The Grantees, for themselves, theirs heirs and assigns, covenant and agree with the Grantor, its successors and assigns: VOL. '�� � 0 PAGE008 -" -2- 1 . The indemnify and save Grantor, its successors and assigns, harmless from any and all damage to property or person caused by the exercise of any of the rights granted hereun- der, or by any negligent act or omission of it or any of their agents, servants and/or employees in the course of their employment; 2 . To restore the land within said easement to as nearly its present condition as possible commensurate with the above provided uses: 3 . All rights granted to Grantees hereunder shall be temporary and shall terminate August 1, 1994. Signed and sealed at South Windsor, Connecticut, this �� day of 1994. Town of South Windsor By: (L.S. ) Its: 1ownJ ACA (: C, Hereunto duly a ktFo- rized STATE OF CONNECTICUT ) ss: South Windsor tebfU(t j Q1, 1994. COUNTY OF HARTFORD ) earl ZLt.r be-i' 0 Personally appeared who signed the foregoing instrument and cknowledged /her signature to.,,,bei-his/her free act and deed, before me. t u FEB 2 5 1994 N tary Public -3 e e ASSISTANT TOWN CLE VOL. 778 PAGE 099 DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS, That THE TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, for the consideration of ONE ($1 . 00) DOLLAR AND OTHER VALUABLE CONSIDERATIONS, received to its full satisfac- tion of BRIAN K. EDWARDS and DEBRA L. EDWARDS, both of South n� Windsor, Connecticut, do give, grant, bargain, sell and confirm '"\ unto the said BRIAN K. EDWARDS and DEBRA L. EDWARDS, their heirs and assigns forever, a perpetual right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace, and remove storm water or storm drainage systems and appurtenances thereto, in, through, upon and over a certain piece or parcel of land as described in Exhibit A. Within said parcel described in Exhibit A, the Grantees, their heirs and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with men and equipment, to operate equipment and install materials incidental to the con- struction of said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm drainage systems and to excavate and fill over said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm sewer drainage systems. The Grantor herein, for itself, its successors and assigns, shall not erect or allow to be erected any immobile structures on said easement or right-of-way and shall not plant or allow to be planted or grown any trees thereon or perform any work thereon within said easements or rights-of-way which may endanger or interfere with said line, pipe or drainage systems. The Grantor herein for itself, its successors and assigns, reserves the right to itself, its successors and assigns, to continue to use the land within which the aforesaid easement or right-of-way has been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantees, their heirs and assigns, in fulfilling the purpose for which this easement or right-of-way is granted. The Grantees herein, for themselves, their heirs and as- signs, agree to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way area. The Grantees agree to hold the Grantor, its successors and assigns, harmless from and against any and all damage to property EXHIBIT A Commencing at a point marked by an existing monument situ- ated in the easterly street line of Nevers Road, which point marks the southwesterly corner of land of the Grantees herein and the northwesterly corner of land of the Grantor herein, as shown on the map hereinafter described; thence running S 87*52127" E a distance of 20 . 00 feet to a point; thence running S 48119138" W a distance of 28 .87 feet to a point situated in the easterly line of Nevers Road; thence running N 04135 ' 04" E along the easterly line of Nevers Road, a distance of 20 . 00 feet to the point or place of beginning. Said easement area is shown and designated as "Proposed Drainage Easement In Favor Of Wyndemere Court" on a certain map or plan entitled "Wyndemere Court Senior Residence Development Nevers Road South Windsor, Connecticut Sheet 2 Of 5 Site Plan Job No: 92-611 Date 11-11-92 design proposals, inc. civil engineers - planners - surveyors 441c governor' s highway, south windsor, connecticut 06074 Revisions 11-30-92 12-2-92 12-29-92 1-27-93 3-16-93 9-21-93" , which map shall be placed on file in the South Windsor Town Clerk' s Office to which reference may be had. VOL. 776 PAGE 010 -t- or person caused by the construction and/or maintenance and repair of said drainage facilities. IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal this Z day of �- A.4JQA14 19�. Io � Signed, Sealed and Delivered GRAN R: in the presence of: TOWN OF SOUTH WINDSOR By H eunto du ized STATE OF CONNECTICUT) ) ss. South Windsor COUNTY OF HARTFORD ) On this ' day of f-(-'brLLA4419?4 before me, I(e*!q j Z� the undersigned officer, personally appeared erXj e, ZAr r,'2C1) , known to me (or satisfactorily proven) to be the person whose name is subscribed to the within instrument and acknowledged that she/he executed the same for the purposes therein contained. In Witness Whereof, I hereunto set my hand. ►,..,:,, FEb 2 D 094 pat-- RECEIVED FOR RECORD 18 N tary Publ c `- . o Pm . �:- 3t q RECORDED IN SOUTH WINDSOR ' AND RECORDS VOL.01-PAGE_.v._.. Y n �` L „ L 'ASSISTANT TOWN CLE A VOL. i i PAGE �. �. AGREEMENT AND NOTICE Whereas the undersigned Brian K. Edwards and Debra L. Edwards are the owners of the premises described in Exhibit A attached hereto, which premises are approved for a Senior Residence Development known as Wyndemere Court pursuant to a Special Exception from the Planning and Zoning Commission of the Town of South Windsor approved February 16 , 1993; and Whereas pursuant to a vote of the Commission on October 5, 1993, the Town of South Windsor agreed to certain conditions regarding the posting of a preliminary performance bond, a copy of such conditions being contained in a letter dated November 1 , 1993, a copy of which is attached hereto as Exhibit B; and Whereas the said Edwards are desireous of filing the final plans in the Town Clerk' s Office of the Town of South Windsor prior to the filing of the complete and final performance bond; Now therefore, in consideration of the Town of South Windsor allowing said final plans to be filed on the Land Records it is hereby agreed by the undersigned as follows : (1) This agreement shall be recorded on the South Windsor Land Records contemporaneously with the filing of the final plans for Wyndemere Court. (2) Prior to the issuance of any certificate of occupancy for any dwelling unit shown on said plans, it is understood and agreed that the final performance bond approved by the Town of South Windsor shall be properly posted with the Town of South Windsor in a form acceptable to the Town. (3) All other conditions set forth in the letter dated November 1 , 1993 and attached hereto are hereby ratified, confirmed and agreed to by the undersigned. Dated at South Windsor, Connecticut, this 25th day of February, 1994 . Signed, sealed and delivered in the presence of: a &rfan K. Ed ards Debra L. Edwards STATE 0 rCONNECTcICU ) ss: South Windsor February 25, 1994 COUNTY OF HARTFORD ) Personally appeared Brian K. Edwards and Debra L. Edwards, signers of the foregoing instrument and acknowledged the same to be their free act and deed, before me. issioner of the Superior urt C t� �Lr V�cL• fR.� 'U i ,� 1� VOL, � 6 PAGE 12 EXH161T A A certain piece or parcel of land with the buildings thereon and the appurtenances thereto, situated in the Town of South Windsor, County of Hartford and State of. Connecticut and being shown and designated on a certain map or plan entitled, "Wyndemere Court Senior Residence Development Fevers Road South Windsor Connecticut Sheet 2/5 Site Plan Job No: 92-611 Date 11-11-92 design professionals, inc. civil engineers - planners - surveyors 441c governor' s highway, south windsor, connecticut 06074 Graphic Scale 1 inch = 20 ft. Revisions No. 1 11-30-92 No. 2. 12-2-92 No. 3 . 12-29-92 No. 4 . 1-27-93 No. 5. 3-16-93 No. 6 . 9-21-93" which map is on file in the South Windsor Town Clerk's Office and to which reference may be had for a more particular description thereof. Said premises are more particularly bounded and described as follows: NORTHERLY: by land now or formerly of George H. & Frances S. Charlton and by land now or formerly of Town of South Windsor, both as shown on said map, partly by each, in all a distance of Three hundred ninety-two and fifty- eight one-hundredths (392.58) feet; EASTERLY: by land now or formerly of Town of South Windsor, as shown on said map, a distance of One hundred eighty-two and eighty-one one-hundredths (182. 81) feet;. SOUTHERLY: Dy land now or formerly of Town of South Windsor, as shown on said map, a distance of Three hundred ninety and eight one-hundredths (390.08) feet; and WESTERLY: By Nevers Road, as shown on said map, a distance of Two hundred five and five one-hundredths (205.05) feet. Said premises are conveyed together with a "Proposed Drainage Easement In Favor Of Wyndemere Court" as shown on said map. VOL, �i 78 PAGE 013 EMISIT'S T1119 zdi� 0)e V ?40&U;6 1540 SULLIV4N AVENUE • SOUTH WINDSOR. CONN. 06074• �'►'Oaps,cot► AREA CODE 203/644.2511 November 1, 1993 Mr. Brian Edwards, President B & M Enterprises, Inc, 376 Pleasant Valley Road South Windsor, CT 06074 Re: Wyndemere Court Bond and Model Homes Approval Dear Mr. Edwards: Please be advised that the Planning and Zoning Commission voted on October 5, 1993, to approve your request to construct four (4) °model" units at Wyndemere Court. Building permits will be issued for the 7-unit multifamily building provided the following conditions are met: 1. The erosion and sediment control bond must be posted prior to start of construction. 2. A performance bond in the amount of $50,000 must be posted prior to the issuance of building permits. 3. Four units may be completed prior to posting of the entire performance bond; however, certificates of occupancy will not be granted for any unit until the entire outstanding performance bond is Posted. 4 . The model units may not be sold until the performance bond is posted and final plans are filed in the Town Clerk's office, per the original approval conditions. 5. Notification of this approval and its conditions must be filed on the Land records of the Town of South Windsor to alert prospective customers of -these conditions, Upon satisfactory provision of the performance bond and filing of the final plans in the Town Clerk's office, a release of these conditions will be placed on the land records by the Planning and Zoning Commission. Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans V: ,•yam , WNERNIIP, WHALEMPLOYER" ❑ �� = , nowas ya; yQi' 285418LENGITH YOF d ❑:.IOINT. 10 SURIAYORSti1P comma ' PREVIOUS .❑s-.kce.,' tR17JIF"e w�a�ew„•.. .c �tif EMPLOw SEPARA EEMENT r f ' ri���VER 1 .. .'.� r'LM�.T..-sue� REVOCIIBIE TRUST DESIGNATION AS DEFINED IN THIS ADDRESS i �;AGREEMENT @bme and Addrnas of Bww t Wr. M e �m , D 't, LENGTH OF. tea; .fixa s +*sh TEL N �' EMPLOY . s"` .;rtct'a k=54 k r, ",,`i�,"�3tr r i .xe , .sw'4 +s;^'-3�i.`.•, ._ DATE OF BIRTH OWNERSHIP OF ACCOUNT-QUSINESS BUSINESS COUNTY S STATE SOLE PROPRIETORSHIP OF ORGANIZATION MO FOR .. NOT FOR _. . RPORATION: ❑PROFIT ❑PROFIT -AUTHORIZATION DATED WT ERSHIP FACSIMILE SIGNATURE(S)? ❑YES ❑NO WN BOND Name and address of someone who will always know your location: DATE En °9/30/93 BY BU OPENINITIALDEPOSIT S 5 f 000-00 FORM: ❑CASH SBM CASHIERS CHECK .PREVIOUS BANK ADDITIONAL INFORMATION: Bus. Telephone (203) 528-5418 ACCOUNT OWNER NAME 3 ADDRESS ACCOUNTOWN OF SOUTH W I NDSOR & NUMBER NUMBER 1010918528 B & M ENTERPRISES INC- 376 PLEASANT VALLEY ROAD NUMBER OF 2 SIGNATURES REQUIRED SOUTH W I NDSOR, CT 06074 FOR WITHDRAWAL" , NEW PERSONAL ❑CHECKING ❑MONEY MARKET❑CERTIFICATE OF DEPOSIT TYPE of ._ PaSSbO ACCOUNT ❑EXISTING 'BUSINESS PSAVINGS ❑NOW SIGHATURE(S)-THE UNDERSIGNED AGREE(S)TO THE TERMS STATED ON PAGES 1 AND Z OF THIS FORM,AND ACKNOWLEDGE(S)RECEIPT OF A COMPLETED COPY ON TODAY'S DATE.THE UNDERSIGNED ALSO A EM RECEIPT OF A COPY OF AND�jA�jGREE(S)TO THE TERMS OF THE FOLLOWING DISCLOSURE(S): D�Account Disclosure Funds Availability Disclosure ❑Electronic Funds Transfer Disclo ) SCHEDULE OF I NT/CHGS 09 s) Idendl inp Info. (`) (3) (4) ❑AUTHORIZED SIGNER(name) Individual Accounts Only This is your(check one): ffpemurnent ❑Temporary account agreement. IACKUP WITHHOLDING CERTIFICATIONS ❑ EXEMPT RECIPIENTS I am an exempt recipient r x�:06 -1194787 a � und;ear the Internal Revenue Service Regulations. TAXPAYER I.D NUMBER The Taxpayer Identification ❑NONRESIDENT ALIEIIS=^I am`aot a United States Number shown above(TIN ►s my correct taxpayer'pereon,or E 1 am an kx%**I am neitlwr a citizen nor a '_"i_ lion number; _ MV , „ ` resident Of the United States. . �� . ... WITHHOLDING „t.sm rlort suject�o sIGNATURE Of peHury the � WWf because I have not been notflfed that 1 am r .. -c t „z at o Vdit 1d1ng as a result of a bkmI W report aq fntenet,or dvidende,or to IMemal Revenue Service has X r " lfoi T, kxper to b�c�u�p N0 r4 w eerwa„SYarmt.Mie., bud MN�t 600 39�734 MPSCCI + f s (Pao TOWN OF SOS WINDSOR BOND ESTINATE FORK r PROJECT: *vmyeas 6oazr STREET: MrWee5 �4/'.D P&Z I.D. : 9Z-43 1993 CALENDAR YEAR ENGINEER: 06GN fI1g -SMENAL` • DATE: Unit cri tion Unit uantit Price Cost Item Des p0 1. Clearing & Grubbin LS 2. Stri & Stock ile Topsoil CY 2,4'7 0 2.0 0 �4,9 4o,co 3 • Earth Excavation 10 . 00 (ExcludingRoadwa & Trench CY CY 12 . 00 4. Roadwa Excavation 00 5 . Earth Trench Excavation 0-4 CY 350 10 . 00 8?S 12 . 00 2"l o.SGo•00 6 Earth Trench Excavation 0-10 CY ,00 7 . Earth Trench Excavation 0 -15 CY 3� 15 . 00 g. Earth Trench Excavation 0-20 CY 18 .00 - 9 . RoadwaV Excavation Rock CY 50 .00 50 .00 10. Rock Trench Excavation 0-4 CY 11 . Rock Trench Excavation 0-10 CY 75 . 00 1'2. Rock Trench Excavation 0-15 CY 100 .00 • CY 150 . 00 13. Rock Trench Excavation 0-20 1 .5 0 ' 'Z 970.00 14 . Formation of Sub rade SY .1,980 � ... 530 15 .oo 3y¢,9s 'O o.° 15. Subbase Gravel CY -764- 16 .0 0 16 . Processed Aggregate TONS �12.224.0° 17 . Common Borrow CY 10 . 00 18. Gravel Borrow CY 15 . 00 2 rr Bituminous Concrete ZZ6 19 . TONS 45 . 00 Class I �r Concrete 114- �5?�•00 20 , 1 Bituminous TONS 50 .00 c s II � ��s�.ov LF SZo 3 .00 21. Six inch As halt Li Curbin 22• Road Widening Complete SY Z5 20.00 CAIQ t✓J+,�I"�� /,.I!JL' -7& l r7.'.(! n7 Sub-Total �'�• ' * Varies BGVD ESTIMATE FORM Unit Itam Description-_------------ Unit uantit Price Cost 23. Concrete Sidewalk 4 Wide LF 1,777, - 2 5 . 0 0 Dom. STORM DRAINAGE SYSTEM COMPONENTS 24 . 60" RCP Class In Place LF 130 .00 25. 54" RCP Class In Place LF . 100 .00 26 . 48" RCP Class In Place LF 75 .00 27 . 42" RCP Class In Place LF 65 .00 28. 36" RCP Class In Place LF 60 .00 29 . 30" RCP Class In Place LF 50 . 00 42 . 00 30 . 24" RCP Class In PlaceLF 31 . 21" RCP Class In Place LF 40 .00 32. 18" RCP Class In Place LF 35 . 00 ' �� 3 0 . 0 0 33 . 15" RCP Class In Place LF � POLYETHENE PIPE 21 .00 34 . 8" ADS-N-12 or E ual 22 .50 35-.. 10" ADS-N-12 or Equal ' 84 S � 2 4 . 0 0 �ZO ZP�O.aO 36 . 12" ADS-N-12 or E ual 25 .50 37 . 15" ADS-N-12 or E ual 28 .00 38 . 18" ADS-N-12 or E ual UNDERDRAINS 39 . 6" PVC SDR 35 In Place LF 15 .00 20 .00 40 . 8" PVC SDR 35 In Place LF RIPRAP 41. Modified Ri ra CY 45 . 00 CY 45 .00 42. Intermediate Ri ra CY 1 45 .00 43 . Standard Ri ra . Sub-Total 25 930. Page 2. $ ' 90ND ESTIMATE FORM Unit 'Item Descri tion Unit Quantity ,Price Cost DRAINAGE STRUCTURES (70 44 . TVpe "C" Catch Basin EA 1500 .00 2000 .00 45 . a "C" Double Grate 46 . a "C-L" Catch Basin EA S 1500 .00 �7��� co ' 47 . Manhole EA 1500 .00 . .. 2500 . 00 48. Manhole With Dro Inlet - 49 . Manhole Over Ten Feet EK 2000 .00 50. Headwall EA 51 . Endwall EA 52• X Box Culvert LF 53. 15" Flared End ' EA 350 .00 54 . 18" Flared End EA 400 .00 55. 24" Flared End EA 500.00 850 .00 56 . 3610 Flared End EA s �A 3 1600•00 �4,S0o.�'D 57 . L��.y. � . �-' �o =A -7 Z400.00 f 6,�.00 58 . CSCWEII I � � 125.oo �6ZS.� 59 . III 1w go5 oo SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40 . 00 61 . 10" PVC In Place SDR 35 LF 37 .00 62 . 8" PVC In Place SDR 35 LF -73 35 . 00 Zr ZG,425.°O V1 63 . 6" PVC In Place SDR 35 LF 32a- 3 0.0 0 9,720.o0 Varies Page 3 Sub-Total $ 7a,370,00 BOND ESTIMATE Unit • Item Descri tion Unit Quantity Price Cost SANITARY SEWER STRUCTURES 64 . SanitaryManhole EA J 1500 . 00 .���scv.ao 65. Sanitary Manhole w/Dro Inlet EA . 2500 . 00 66 . Sanitary Manhole over 10 FT. EA � 2 0 0 0 .0 0 if oo 67 . 68 . 69 . 70. STRUCTURES & MISC. ITEMS ZSDO.00J 71. Retaining Wall �',�ntiF- well EA try 90 72. Fence (Type: ?ost 73. Guide Rail (Type.-- EA 74 . End Anchora e T e: EA * 75 . Guide Post EA 100 . 00 ... LF 400 1 . 50 76 . Pavement Markin EA 75 . 00 77 . Street Signs � �75 00 78. Traffic Signs EA 75 .00 00 . 79 . Street Li hts EA S 1000 . 00 �'��' 80. Furnishing/PlacingTopsoil S Y 2 . 50 °o 3,700 9,Z50. 81. Fertilizing, Seeding and 3,700 2 . 50 MulchingSY EA 150 . 00 82. Trees 83. Maintenance/Protection LS of Traffic N. . * Varies 3�l 4M 4 . Sub-Total $ 3. �• o0 Page w • ` BGND ESTIMATE FORM Unit 1 Descri tion Unit uantit Price Cost Item ✓ LS 84 , Construction Stakin LS ✓ �� .� 85 • As-Builts - EA 100 .00 86 , Iron Pins � 25000 2`"�'00 S7 . Concrete Monuments . EA O o 88 . Lands ca in Ls ,oa � �oa. 570 89 . bjTvMjNov5 &JA� .� � 90. SY 115 I S.o-� 1,725.°o 91. , coNc. lJ�r�c� ; L� `+15 35. 1�,5 92. 93. WaTEr_ Sub-Total Page 1 $ Sub-Total Page 2 $ 2-S,9y'pO Sub-Total Page 3 $ �� �'°'Q� 3?���► Sub-Total Page 4 $ ¢��y—gyp Sub'=Total Page 5 $ 4', Sub-Total $ 5 9 25% Contingencies x Sub-Total: $ ' 30�1 5'Z 4.. $ c.9�,►32. TOTAL �14`{ 7.56 O0t 000 * Varies Page 5. April 8,1992 Louise Evans, Chairperson . RECEIVED Planning & Zoning Ccmuussion 1540 Sullivan Avenue APR 13 1992 South Windsor, CI' 06074 SO- WINDSOR PLANNING DEPT. Dear Mrs. Evans: Re: Informal Discussion 184 Nevers Road I hereby request an informal discussion with the Planning & Zoning Commission at your May 12,1992 meeting, regarding possible development of my property. It appears as though there may be several alternate approaches, and I'd like some direction from the commission. Sincerely, Brian K. Edwards 26 Pond Lane South Windsor Tel. 644-2025 i I WYNDFiVER COUR T SENIOR RESIDENCE DEVELOPMENT � NIEV IERS ROAD SOUTH WINDSOR CONNECTICUT DRAINAGE ANALYSIS ,rwr�r,,► ' 1 63 IT Of c,�+'``•'1 rj_ A LAG n ("3)291-8733 oisslonals, inc. WAP two.noww" • Alarm«. • •vwy«• {No gave" es h1thway.•euth fh� .o•nno~00074 V 1 !9 0• z 191.6 x 181.7 TRA1l. / / t 190 W !, /91.5 I I 1 W 2 �, t,��, r 195.0 I 192.9 \ O X ' 1 DRAINAGE AfjEA *P X 3 SCALE 1 =100 yvd a. i o. o '� h \ G � PROJECT.Uy&JOEmE¢-E C 0200 STORM SEWER DESIGN Sheet_L__of z I't I� Ithout gutter flow analysis LOCATION ��a r 91,19n civil engineer• planners surveyors DESIGN $ ORM-jo _ /oo DATE-- i/-G - 97, ao,onals, Inc, (203) 291-8755 DESIGED BY �a—* CHECKED BY south wlndsor, cf. 06074 onloA ,u, w u u od (u, to Id I P Do N AlloDdDO moo f N N wniulxoyr ' 11010010A O6DJOny IU ell h Is Idso a Or a od duo 4t 1 a � odKjL puD o a o 0 0 0 OZlS Odd r- N N IL 4 4 .A.�.D (b� � N N v � WO)A/(A UI MOIL N v N N O p -Z .: o (1) Allsuolul�I IIDJUID oy � o 0, � IQc� O o N 40 (0) luolmooO to ljounN o a o v o Ao1Dy Ul (y) Doxy in ('ulw) OU41 •� N POIDinwnDDy _ N N N N r N (•ulw) M odid ul owll }olul O} owl L N N N 1(1 .e.O o; .8.3vn o 3 T 3 'DIS o; 'DES * A N # juowbaS odld Q A U IS v o ��ICII �11111� 111 11 1� 11 1111111111 11 1 �! �1�� 111�1111111 11 �1 II �II II jo II 700 �3 �=T. �- Fr,--� t .may / y a G. a Votum r SOd Z7 A F. 3 " -w��... FT3 DEEM PROFESSIONALS NC al C(krtw m 1il�hway 800 WkrdsOf CT 060T4 Job Number: 92-G11 Date: 11 -07-92 Design By: JJP ' Location: WYNDEMERE COURT Checked by: ... Description: CATCH BASIN #1 �� �.... �_ ...........�������� .......... .... ... ... *************«*« Y-1***le.**x**xnx*-If****** xxx * Design Professionals, Inc. X. * 441 -C GOVERNORS HIGHWAY * * South Windsor, CT 06074 * * (203) 291 -8755 * *============================================* * Detention Basin Analysis - BASINA ve, . 1 . 03 * ****************************************it.***** ----- ---------------------------------------- ---' --------- ---------- - - BASIN ANALYSIS - ------------------------------------------------------------------------- - STAGE / STORwGE ------------------------- Elev. Area Vol . s. f. C. o. 00 71 . 2 0 A* 1 . 00 71 . 2 71 A 2. 00 71 . 2 142 A 3. 00 71 . 2 214 A 4. 00 71 . 2 285 A 5. 00 71 . 2 356 � i * - An pv denotes that volumes computes by average end a� ea, and a C indicates that volumes were computed by a conical method. Llevatiu/' at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ---------------------- No. Type Flowline Description --- ---- -------- -------------_----- 1 Not Specified 0. 00 1_6'xx8' DIA. DRYWELL 2 Not Used 3 Not Used 4 Not Used ' Job Number: 92-611 Date: 11 -07-�2 Desiy/' By: JJP Location: WYNDEMERE COURT Checked by: _ Descriptiun: CATCH BASIN #1 --- ------------------------ ------------------------------------------------ -- BH8IN ANALYSIS ------------------------------------------' -----STAGE DISCHARGE DISCHARGE DATA -------------------- 0ut1et 411 Outlet #2 Outlet #3 OutleL #4 Total Elev. bisckarge Discharge Discharge Discharge Discha Lj(,j ft. c. f. s. c. f. s c. f. s. 1 00 0 12 , 2 00 0 24 -- ^ ^ 3. 00 0 36 - 4 00 0 48 - ^ ^ - -- -- 0. 48 5 00 0 60 - | ' Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: Description: C torm: ATCH BASIN #1 --- _ _____ S 100 _____ _year BA N ANALYSIS - -------------------------------------------------------------------------- TIME AND lNFLOW DAlA ---- ------ ---- ---------------------- Time starts at 0. 000 hrs. , time increment 0. 042 Hr. Dasefl"w is 0. 00 cfs. '| |yDROGRApH pOINTS | 1 2 3 4 5 6 7 8 9 10 _- --- ------ -------- ----------------------------------------------------_-- 0. 9 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 3V | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 40 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 30 | 0. 0 0. 0 0. 0 0. 0 0. 00. 0 60 | 0~ 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 70 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 B0 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 90 | 0. 0 0. 0 0. 0 0. 00. 0 100 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 110 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 120 | 0. 0 0. 0 0. 00. 0 0. 0 0. 0 � 130 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 � 140 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 � 150 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 160 | 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 � 170 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 � 180 / 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 � 190 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 � 200 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 � 210 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 � 220 | 0. 0 0. 0 0. 0 0 0 � 230 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0~ 0 240 | 0. 0 0. 0 U. 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0^0 250 | o. 0 0. 0 o. 0 0. 0 0. 0 0. 0 u. 0 0. 0 0. 0 0` 0 � 260 � 0. 0 0. 0 0. 0 0. 0 0. 0 0^0 270 | 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0^ 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0^0 290 | 0. 0 0. 0 0. 00^ 0 � / | . J�� Uumber: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: Description: CATCH BASIN 401 --- Storm: 100_year _____ >>> B A S I N R O U T I N G <<< Volume Volume Storage Time Inflow Out[low In OuL Vulume s) ( cfs) ( cfs) ( cf cf) 0. 00 0. 00 0. 00 0 0 o 0. 00 0. 10 1 . 38 0. 48 353 65 288 4. 05 0. 2o o. 00 0. 44 516 237 259 3. 64 0. 30 0. 00 V. 24 5 1 G 375 141 1 . �O 0. 40 0. 00 0. 13 516 43� 0. 50 0. 00 0. 07 516 474 42 0. 59 0. 60 0. 00 0. 04 516 433 23 0. 32 0. 70 0. 00 0. 02 516 503 12 0. 18 0. 80 0. 00 0. 01 516 509 7 0. 10 0. 90 0. 00 0.01 516 512 4 0. 05 1 . 00 0. 00 0. 00 516 514 2 0. 03 1 . 10 0. 00 0. 00 516 515 1 0 02 ROUTING TERMINATED NORMALLY ***** ^ ' JN,b Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #1 --------------------------------------------------- 8 A 3 1 N A N A L Y S I S S U M M A R Y OF 0 P E R A T I O N C1a :imp_m Inf low: 1. 7 cfs at 0-08 hers. Maximum Outflow: 0. 6 cfs at 0- 14 hers. Maximum Storage: 348 cubic feet at Elevation 4.86 feet. Detention time: 0. 1 hours. *-**** ROUTING TERMINATED NORMALLY * Stop at 1. 18 Input Data File: c: \hydro\basina\dat\611 .dat Output Device: c: \hydro\basina\txt\611 -CBJ. txt Output interval : 0. 10 Iteration control interval : 10 Job Number: 92-51 1 Date: 11 --07-32 Design By: JJP Location: WYNDEMERE COURT Checked by: Description: CATCH BASIN #2 * Design Professionals, Inc. * 441 -C GOVERNORS HIGHWAY * South Windsor, CT 06074 � (203) 291 -87 55 Detention Basin Analysis - BASINA ver. 1 .03 � _______________________________________________..._ B A S I N A N A L Y S I S --------------------------------------------------------------------------------- S T A G E / S T O R A G E ---------------------- Elev. Area Vol . ft. s. f. c. f. 0. 00 71 . 2 0 A* 1 .00 71 .2 71 A 2. 00 71.2 142 A 3. 00 71 .2 7 71 . 2 214 A 4. 00 / 1 r i 285 A 5.00 71 . 2 356 A S. i)() 71 . 2 427 A 7.00 71 .2 498 A - An A denotes that volumes computes by average end area, and a C indicates that volumes were computed by a conical method. Elevation at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ______________________ Igo. Type Flowline Description ___ ____ ________ ------------------- 1 Not Specified 0, c'-y0 1-81x 8' DIA. DRYWEIL 2 Not Specified 0. 00 1-81x 8' DIA. DRYWELL 3 Not Used 4 Not Used ' Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: Description: CATCH BASIN #2 --- ----------------------------------------~-~-~------------------------------ BA8IN ANALYSIS --------------------------------------------------------------------------- STAGE DISCHARGE DATA Outlet #1#1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c. f. s. c. f. s c. f. s. c. f. s. c. f.s. 0. 00 -- -- -- -- 0"00 1 .00 0. 12 0. 12 -- -- 0. 24 2. 00 0. 24 0.24 -- -- 0. 48 3. 00 0. 36 0. 36 -- -- 0. 72 4. 00 0.48 0.48 -- -- 0. 96 5. 00 0°60 0. 60 -~ ~- 1 . 20 _ 6. 00 0.72 0. 72 -- -- 1.44 7. 00 0"84 0.84 -- -- 1. 68 � Job Number: 92-61 1 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked Description: CATCH BASIN #2 Storm: 100 year __ -- BA S I N A N A L Y S I S----------------------------------------------------------------- T I M E A N D I N F L O W D A T A _______________________________________ Time starts at 0.000 hrs., time increment 0. 167 Hr. 8 a s e f l 1-1 w is ().0(-.) c•f s. HYDROGRAPH POINTS : 1 2 3 4 5 8 7 8 9 10 ------------------------------------------------------------------------------ (): 0. 0 0.8 1.6 0.8 0.0 0.0 0. 0 0.0 0.0 0. 0 10 : 0. 0 0. 0 0.0 0.c_) (-.).0 0. 0 0. 0 0. 0 0.0 0. 0 t 30 1 0.0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0. 0 0 0 0.0 rram) Goa : 0. 0 0. 0 o. 0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 80; 0. t) 0.0 0.0 0. (-,,) ci.0 0.0 0.0 0.0 0.0 0. 0 90: 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0 110: 0. 0 0. 0 0.0 0.0 0. c_) 0.0 0.0 0. 0 0. 0 0.0 1 3 0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 140,1 0. 0 0.0 0.(_) 0. 0 0. 0 0.0 0. 0 o. 0 0.0 0. 0 15011 0.0 0. 0 0.0 0..0 0. 0 0.0 0.0 0.0 0. 0 0. 0 170 : 0.0 0.0 0. 0 0.0 0.0 0.0 0.c_) i). 0 ().0 0.0 1801, 0.0 0. 0 0.0 0. 0 0. c_) 0.0 0.0 0. 0 0.(_) 0. 0 1 9(_) : 0. 0 0. 0 (--). 0 (--). (_) 0.0 0.0 0.0 0.I) 0. 0 0. 0 200.1 0. c_) 0.0 ().(_) 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0 21Q : 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 i).0 0. 0 0.0 4 0 : 0. 0 0. 0 (�).c_i 0. 0 0.0 0.c_) 0.0 0.0 0. 0 0. 0 25 C-)el0.0 0.0 0.c_) 0. 0 ().0 0.0 0.0 o. 0 0. 0 0. i) . 270 0: 0.0 0. 0 0. 0 (_). C) 0. 0 0.0 0. 0 0.0 0. (_) 0. 0 2801 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 i). c i 9 ' Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: Description: CATCH BASIN #2 Storm: 100 year --- --------------------------------------------------------------------------- >>> B A S I N ROUT I M G <<{ Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) ( cfs) {cfs) ( cf) (cf) (cf) (ft. ) e ----------------------------------__----------____________________________ 0. 00 0. 00 0.00 0 0 0 0. 00 0. 10 0.49 0"21 89 28 62 0"87 0. 20 0.99 0. 61 356 173 183 2. 57 0. 30 1 .48 1 .09 802 479 323 4.53 0. 40 1 " 32 1" 37 1346 940 405 5. 69 0.50 0. 82 1 . 12 1729 1397 333 4. 67 0. 60 0. 33 0" 70 1935 1727 208 2. 92 0.70 0. 00 0.26 1974 1897 77 1 . 08 0"80 0.00 0.08 1974 1951 23 0. 32 0"90 0. 00 0.02 1974 1967 7 0. 10 1 . 00 0. 00 0°01 1974 1972 2 0. 03 ROUTING TERMINATED NORMALLY ***** ^ ' ipb Number: 92-6 11 Date: 11 -07-S2 Design By: JJF' Location: WYNDEMERE COURT Checked by: ___ Description: CATCH BASIN #: __-__ D A S I N A N A L Y S I S S U (mot M A R Y OF 0 P E R A T I U N Maximum Inflow: 1. 6 cfs at 0.33 hrs. Maximum Outflow: 1 . 4 cfs at 0. 39 hrs. Maxifflum Storage: 406 cubic feet at Elevation 5.71 feet. Detention time: 0. 1 hours. ***** ROUTING TERMINATED NORMALLY ** Step at 1. 10 Input Data File: c: \hydro\basina\dat\611 .dat Output Device: c: \hydro\basina\txt\611 -CB2. txt Output interval : 0. 10 Iteration control interval : 10 Job Number: 92-611 Date: 11 -07-92 Design By: JJP . Lqcation: WYNDEMERE COURT Checked by: Description: CATCH BASIN #3 -_- --------------------------------------~---------~-------------------------- ********************************************** * Design Profmpsasionals, Inc. * * 441 -C GOVERNORS HIGHWAY * * South Windsory CT 06074 * * (203) 291 -8755 * * Detention Basin Analysis - BASINA ver. 1 .03 * ********************************************** -------------------------------------~------------------------------------- BASIN ANALYSIS ------------------------------------------~-~-~-~---~---------------------- STAGE / STORAGE ' ------------------------- Elev. Area Vol " ft. s. f. C. f. 0. 00 71 .2 0 A* 1 .00 71. 2 71 /4 ` 2°00 71 .2 142 A 3. 00 71 " 2 214 A * - An A denotes that volumeg computes by average end area, and a C indicates that volumes were computed by a conical method" Elevation at base of spillway: Not supplied Initial Pool Elevation: Not Supplied OUTLET CHARACTERISTICS No. Type Type FlowIine Description --- ---- -------- _------------_----- 1 Not Specified 0. 00 1-41xx8" DIA. DBYWELL 2 Not Used 3 Not Used 4 Not Used ' Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: Description: CATCH BASIN #3 --- --------------------------------------------------------------------------- BASIN ANALYSIS --------------------------------------------------------------------------- STAGE DISCHARGE DATA -------------~~--~-- Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft" c. f. s. c. f. s c. f. s. c. f. s. c. f. s. 0. 00 -- -- -- -- 0. 00 1 .00 0. 12 -- -- -- 0. 12 2.00 0 24 ^ ^ -- -- -- 0.24 3G �� 0� 0 ~ ° " - ~~ -- 0" 36 Jr;b Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #3 Storm: 100 year ____________________________________________________________ B A S I N A N A L Y S I S ------------------------------._--____--_-_-_-_____-______--__ T I M E A N D I N F L 0 W D A T A --------------------------------------- Time starts at 0.000 hrs. , time increment 0.058 Hr. Basef low is 0.00 cfs. HYDROGRAPH POINTS 1 1 2 3 4 5 6 7 8 9 10 ------------------------------------------------------------------------------------ 10; ). 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 2011 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 401. 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 501 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 70 : 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1001 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 1101 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 120: 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0. 0 0. 0 1301 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 140 : 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 15(--): 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0. 0 1601 0. 0 0.0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 17011 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0.0 0.o 0. 0 1801 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 190: 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 24011 0. 00. 0 0.0 c_).0 0. 0 0.0 0.0 0.0 0. 0 C). (:) 2501 0.0 J 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 2801 0.0 0.0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0. 0 290 : 0. 0 ii. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 ' Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked Description: CATCH BASIN #3 Storm: 100 year ------------------------------------------------------------------------ > B A 8 I N R O U T I N G <<< Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrss) (cfea) ( cfs) (cf) (cf) (cf) (ft. ) e ----------------------------______________________________________________ 0. 00 0.00 0. 00 0 0 0 0. 00 0. 10 0. 44 0. 12 80 14 66 0. 93 0. 20 0. 15 0.21 208 81 126 1 . 77 0.30 0"00 0. 12 216 142 74 1 . 04 0" 40 0.00 0.07 216 176 40 0. 57 0.50 0.00 0.04 216 194 22 0. 31 0.60 0"00 0. 02 216 204 12 0. 17 0.70 0. 00 0. 01 216 210 7 0. 09 0.80 0.00 0.01 216 213 at 0. 05 0.90 0"00 0"00 216 214 2 0. 03 1 .00 0.00 0.00 216 225 1 0. 01 ROUTING TERMINATED NORMALLY ***** ' Job Number: 92--611 Date: 11 -07-92 Design 8y: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #3 -------------------------------------------------------------------------------- B A S I N A N A L Y S I S S U M M A R Y OF O P E R A T I O N Maximum Inflow: 0.5 cfs at 0. 12 hrs. Maximum Outflow: 0. 2 cfs at 0. 19 hrs. Maximum Storage: 128 cubic feet at Elevation 1.80 feet. Detention time: 0. 1 hours. ROUTING TERMINATED NORMALLY *** Stop at 1 .03 Input Data File: c: \hydro\basina\dat\611 . dat Output Device: c: \hydro\basina\txt\611-CR3. tkt Output interval : 0. 10 Iteration control interval : 10 Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: ___ Description: CATCH BASIN #4 ___________________________________________________ Design Professionals, Inc. 441 -C GOVERNORS HIGHWAY � * South Windsor, CT 06074 � (203) 291 -87 55 � Detention Basin Analysis - BASINA ver. 1 . 03 � - B A S I N A N A L Y S I S ____________________________________________________ S T A G E / S T O R A G E _________________________ Elev. Area Vol. ft. s. f. c. f. 1 .00 71. 2 71 A 2.00 71.2 142 A 3. 00 71.2 214 A 4.00 71 .2 285 A 5.00 71 .2 356 A 6.00 71 .2 427 A 7.00 71 . 2 498 A - An A denotes that volumes computes by average end area, and a C indicates that volumes were computed by a conical method. Elevation at Lase of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET C14ARACTERISTICS ______________________ No. Type Flowline Description 1 Not Specified 0.00 1-81x 8' DIA. DRYWELL 2 Not Used 3 Not Used 4 Not Used ^ Jmb Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: Description: CATCH BASIN #4 ~.. -----------------------------------------~--------------------------------- BASIN ANALY8IS --------------------------------------------------~------------------------ STA8E DISCHARGE DATA -------------------- Out%et #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c. f. s. c" f"s c" f.yx. c" f. s. c. f.s. 0.00 -- . -- -- -- 0.00 1 .00 0" 12 -- -- -- 0. 12 ^ 2. 00 0 24 -- -- -- 0. 24 3.00 0. 36 -- -- -- 0.36 4"00 0"48 -- -- -- 0" 48 5.00 0.60 -- -- -- 0.60 6"00 0.72 -- ~- -- 0. 72 7.00 0. 84 -- -- -- 0.84 ' � Jc-,b Number: 92-611 Date: 11 -07--92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #4 Storm: 100 year ----------------.__-_.--___---___-_-----__-______-___--____-___-______-_ B A S I N A N A L Y S I S T I M E A N D I N F L O W D A T A _______________________________________ Time Marts at 0. 000 Firs. , time increment 0.042 Hr. Basef low is 0.00 cfs. HYDROGRAPH POINTS 1 1 2 3 4 5 6 7 E3 '3 10 ---- oil ia. 0 0.9 1 .9 0. 9 0.0 0.0 0.0 0.0 0.0 0. --- t 1t_i: 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 0• 6(-.)1 0. 0 0.0 0. 0 0•0 0. 0 G.t 0.0 0.0 0.0 0• 0 rry 901 0• 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0.0 100: 0. 0 ir.if 0• to 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 1101 0. 0 0.0 0.0 0. 0 0. 0 0•0 0.0 0.0 0.0 0• 0 130 ,1 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 140: 0. 0 0•0 0. 0 0.0 0.0 0. 0 0•0 0. ire 0.0 0. 0 1701 0. 0 0.0 0•0 0.0 0. 0 0. 0 0•0 0.0 0. 0 0• 0 180 : 0. 0 0.0 0•0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 190 : 0.0 0.0 0.0 0•0 0.0 0.0 0• 0 0•0 0. 0 0•0 200 : 0. 0 0• 0 to. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 210 0•0 0. 0 0./rtom:) 0.0f 0 0.0 0.0 0• 0 0. t0 0• 0 0•0 2201 0.0 0.0 40 : 0. () 0•0 0•0 0• 0 0.to 0.0 0.0 0• 0 0.0 0. 0 60 : 0. 0 0• 0 0. 0 0. 0 0•0 0. 0 0. (--) 0• 0 0.0 0 2901 0• 0 0. 0 0•0 0• 0 0. 0 0. 0 0.o i�• t�� 0• 0 0. 0 . b Number: 92-611 Date: 12 ~07~92 Design By: JJP Location: WYNDEMERE COURT Checked b-y: Description: CATCH BASIN #4 Stormo100 Year --~� ------~----------------------------~--------------------------------------- >>> B A S I N R O U T I N G <<< Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) ( cf) ( cf) (cf) (ft. ) e ---------------------------------_________________________________________ 0.00 0. 00 0"00 0 0 0 0. 00 0. 10 1.51 0. 53 387 71 316 4. 44 0. 20 0.00 0. 48 565 282 284 3. 98 0"30 0.00 0.26 565 411 155 2. 17 0. 40 0.00 0. 14 565 481 B4 1" 18 0.50 0.00 0. 08 565 519 46 0. 65 0.60 0.00 0. 04 565 540 25 0. 35 0. 70 0. 00 0.02 585 552 14 0. 19 0.80 0.00 0.01 565 558 7 0. 10 0.90 0. 00 0.01 565 561 4 0.06 1 .00 0"00 0.00 565 563 2 0. 03 1 . 10 0. 00 0.00 565 564 1 0. 02 ROUTING TERMINATED NORMALLY ***** - Jc-b Number: 92-611 Date: 11 -07--32 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #4 B A S I N A N A L Y S I S S U M M A R Y OF O P E R A T I O N Maximum Inflow: 1-9 cfs at 0.08 hrs. Maximum Outflow: 0.6 cfs at 0. 14 hrs. Maximum Storage: 379 cubic feet at Elevation 5. 32 feet. Detention time: 0. 1 Hours. *•**** ROUTING TERMINATED NORMALLY ** * Stop at 1. 20 Input Data Tile: c: \hydra\basins\dat\611 .dat Output Device: c: \hydro\basina\txt\E11 -CB4. txt Output interval : 0. 10 Iteration control interval : 10 Job Number: 52-61 1 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #5 ____________________________________________________________ Design Professionals, Inc. * 441 -C GOVERNORS HIGHWAY * South Windsor, CT 06074 � t 203 y 91 -8755 a� Detention Basin Analysis - BASINA ver. 1. 03 a� __________________________________________________.________.-- B A S I N A N A L Y S I S ___________________________________________________________ S T A G E / STORAGE _________________________ Elev. Area Vol. ft. s. f. c. f. 0. 00 71.2 tf A* 1.00 71 .2 71 A 2.00 71.2 142 A 3. 00 71. 2 214 A - An A denotes that volumes computes by average end area, and a C indicates that volumes were computed by a conical method. Elevation at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ______________________ No. Type Flowline Description ___ ____ ___________________ 1 Not Specified 0.00 1-4'x 8' DIA. DRYWE L 2 Not Used 3 Not Used .} Not Used ' it-11b Number: 92-611 Date: 11 -07-92 Design By-k JJP Location: WYNDEMERE COURT Checked by.- Description: CATCH BASIN #5 --- --------------------------------------------------------------------------- BASIN ANALYSIS --------------------------------------------------------------------------- STAGE DISCHARGE DATA -------------------- _ Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge* Discharge Discharge ft. c. f. s. c. f.s c. f.s. c. f. s. c. f.s. 0. 00 -- -- -- -- 0. 00 1 .00 0. 12 -- -- -- 0. 12 2. 00 0.24 -- -- -- 0. 24 3" 00 0. 36 -- -- -- 0. 36 ' ' Jmb Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:,_,_. Description: CATCH BASIN #5 Storm: 100 year --------------------------------------------------------------------------- BASIN /4NALY8IG _------------_------------------------_-------------__----------__--------- TIME AND INFLOW DAT /4 --------------------------------------- Time starts at 0.000 hrs. , time increment 0.042 Hr. Baseflow is 0.00 cfs. HYDROGRAPH POINTS | 1 2 3 4 5 G 7 8 9 10 -----------------------------------~--~---~~~------~----------------------- 0| 0.0 0.2 0. 4 0.2 0. 0 0"0 0.0 0.0 0. 0 0. 0 1011 0"0 0.0 0"0 0. 0 0.0 0"0 0" 0 0. 0 0. 0 0. 0 20| 0" 0 0.0 0.0 0"0 0.0 0.0 0.0 0.0 0. 0 0. 0 30 | 0. 0 0.0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 40| 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0~ 0 0. 0 50| 0. 0 0" 0 0.0 0.0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 60| 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7011 0.0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0. 0 80| 0. 0 0.0 0. 0 0. 0 0~0 0.0 0"0 0.0 0.() 0. 0 90 | 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0"0 0.0 0. 0 0. 0 1001. 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 1101, 0. 0 0. 0 0. 0 0. 0 0"0 0.0 0.0 0.0 0. 0 0.0 120| 0" 0 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 0" 0 130| 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0 1401, 0. 0 0.0 0. 0 0. 0 0.0 0"0 A.<) 0.0 0. 0 0° 0 1501 0. 0 0.0 0.0 0"0 0.0 0~0 0.0 0.0 0. 0 0. 0 1601 0. 0 0"0 0.0 0. 0 0.0 0"0 0"0 0.0 0.0 0.0 1701. 0.0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0 0. 0 180| 0. 0 0.0 0"0 0. 0 0. 0 0"0 0. 0 0~0 0.0 0. 0 190 | 0.0 0. 0 0. 0 0.0 0.0 0. 0 0" 0 0" 0 0.0 0. 0 2001 0. 0 0.0 0.0 0.0 0.0 0"0 #.{) 0~0 0.0 0.0 2101 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 220 | 0. 0 0.0 0. 0 0.0 0. 0 0~0 0.0 0.0 0.0 0.0 ' 23011 0. 0 0. 0 0. 0 0.0 0"0 0.0 0.{) 0" 0 0.() 0.0 2401 0.0 0. 0 0"0 0.0 0.0 0"0 0.0 0.0 0.0 0. 0 250 | 0.0 0. 0 0. 0 0. 0 0~0 0. 0 0.0 0.0 0. 0 0. 0 280| 0"0 0.0 0" 0 0. 0 0.0 0"0 0.0 0.0 0" 0 0. 0 270 | 0. 0 0.0 0.0 0.0 0. 0 0~0 0.0 0. 0 0. 0 0. 0 280 | 0" 0 0. 0 0. 0 0. 0 0. 0 0.0 0"0 0.() 0"0 0. 0 290 | 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 ' ' Jmb Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked oy: .~,_ Description: CATCH BASIN #5 Gtormx100 year -------------------------------------------------------------------------------- >>> B A G I N R O U T I N 8 <<< Volume Volume Storage Time In-flow Outflow In Out Volume Elev. (hrs) ( cfs) ( cfs) (cf) ( cf) ( cf) (ft. ) e -----------------------------------------_-------_________________________ 0.00 0" 00 0.00 0 0 0 0. 00 0. 10 0. 33 0. 11 83 15 68 0.96 0. 20 0.00 0. 10 121 61 61 0. 86 0.30 0.00 0. 06 121 Be 33 0. 47 0.40 0.00 0~03 121 103 18 0" 25 0.50 0. 00 0. 02 121 212 10 0. 14 0.60 0. 00 0. 01 121 116 5 0" 08 0.70 0.00 0.00 121 119 3 0.04 0. 80 0.00 0.00 121 120 2 0. 02 0"90 0°00 0. 00 121 121 2 0.01 ROUTING TERMINATED NORMALLY ***** ` Jc-b Number: 92-61 1 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #5 --------------------------------------------------------------------------- B A S I N A N A L Y S I S S U M M A R Y OF O P E R A T I O N Maximum Inflow: 0.4 cfs at 0.08 hrs. Maximum outflow: 0. 1 cfs at 0. 14 hrs. Maximum Storage: 82 cubic feet at Elevation 1. 14 feet. Detention time: 0. 1 hours. ***** ROUTING TERMINATED NORMALLY * Stop at 0. 94 Input Data File: c: \hydra\basina\dat\611.dat Output Device: c: \hydro\basina\txt\611 -CB5. txt Output interval : 0. 10 Iteration control interval: 10 Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: ___ Description: YARD DRAINS #3 & #4 ' -----------_-----------~---------------~~-----_-----------_---_-_-_-----_-- * I)esign Professionals, Inc. * * 441 -C GOVERNORS HIGHWAY * * South Windsor, CT 06074 * * (203) 291-8755 * _ * Detention Basin Analysis - BASINA ver. 1 . 03 * ---------------------------------------~----------------------------------- B A S I N AMALYS % S --------------------------------------------------------------------------- 8TAGE / ST0RA8E ------------------------- Eloev. Area Vol . ft. s. f. c. f. 0. 00 71 .2 0 A* 1.00 71 .2 71 A 2.00 71 .2 142 A 3. 00 71 . 2 214 A 4" 00 72 . 2 285 A 5.00 71 . 2 356 A 6"00 71 "2 427 A 7.00 71 .2 498 A * - An A denotes that volumes computes by average end area, and a C indicates that volumes were computed by a conical method. Elevation at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ----~----------------~ No. Type F%owline Description --- ---- -------- ------------------- 1 Not Specified 0.00 I-81xx 8" DJA. lRYWELL 2 Not Specified 0.00 1-81»x8« DIA. DRYWELL 3 Not Used 4 Not Used - J6b Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: YARD DRAINS #3 & #4 --------------------------------------------------------------------------- BASIN ANALYSIS --------------------------------------------------------------------------- GTf48E DISCHARGE DATA -------------------- Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c. f. s. c" f. s c. f"s" c. f. s. c. f.s" 0. 00 -- -- -- ~- 0.00 ' 1.00 0. 12 0. 12 -- -- 0.24 2.00 0.24 0.24 -- -- 0"48 3.00 0. 36 0. 36 -- -- 0.72 4. 00 0"48 0.48 -- -- 0. 96 5.00 0.60 0.60 -- -- 1.20 6.00 0. 72 0. 72 -- -- 1.44 7. 00 0.84 0.84 -- -- 1.68 Jr-ib Number: 92-611 Date: 11 -07~92 Design By: JJP Location: WYNDEMERE COURT Checked bY: ___ Description: YARD DRAINS #3 & #4 Stormn100 year -----------------------------------------~--------------------------------- B /48IN ANALYS % S ---------------------------------~-------~--------~------------------------ T % ME AND % NFLOW DATA _______________________________________ Time starts at 0.000 hrs. ' time increment 0. 208 Hr. Baseflow is 0. 00 cfs. HYDRUGRAPH POINTS | 1 2 3 4 5 G 7 8 9 10 ----------------------------------------------------------------------------- 0| 0.0 0. 9 1. 7 0. 9 0.0 0~0 0.0 0. 0 0.0 0. 0 1011 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 201 0.0 0.0 0.0 0. 0 0.0 0°0 0.0 0. 0 0.0 0. 0 301 0. 0 0.0 0.0 0"0 0. 0 0.0 0.0 0.0 0.0 0.0 40| 0.0 0.0 0"0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 5011 0. 0 0. 0 0"0 0.0 0. 0 0.0 0"0 0.0 0. 0 0.0 60 | 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 70| 0.0 0.0 0.0 0.0 0.0 0"0 0"0 0.0 0.0 0.0 80| 0.0 0. 0 0"() 0"0 <).() 0.0 0.0 0~0 0.0 0.0 901, 0.0 0. 0 0.0 0.0 0.0 0.() 0.0 0. 0 0. 0 0"0 1001. 0. 0 0.0 0"0 0.0 0"0 0.0 0~0 0.0 0.0 0.0 1101, 0. 0 0"0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 120| 0.0 0. 0 0. 0 0.0 0" 0 0.0 0"0 0"0 0. 0 0.0 130| 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 1401 0"0 0.0 0.0 0. 0 0. 0 0"0 0°0 0.0 0"0 0. 0 150 | 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 160| 0.0 0.0 0"0 0.0 0.0 0"0 0"0 0.0 0.0 0. 0 170 | 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 180| 0. 0 0"0 0"0 0" 0 0.0 0.0 0.0 0"0 0.0 0. 0 19011 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 0.0 0" 0 0.0 200| 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 210 | 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0" 0 0. 0 220| 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 2301 0.0 0.0 0. 0 0.0 0. 0 0.0 0. 0 0"0 0"0 0.0 2401 0"0 0.0 0.0 0.0 0. 0 0"0 0"0 0.0 0" 0 0.0 250 | 0. 0 0. 0 0. 0 0.0 0. 0 0"0 0.0 {)"0 0"0 0.0 26011 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 27011 0.0 0"0 0"0 0. 0 0. 0 0"0 0"0 0.0 0. 0 0"0 2801 0.0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 2901 0"0 0" 0 0°0 0. () 0.0 0"0 0.() 0.0 0.0 0.0 ' Jbb Number: 92-811 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: Description: YARD DRAINS #3 & #4 Storm: 100 year --- ___________________________________________________________________________ >>> B A S I N ROUT I N G <<< Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hroo) (cfs) (cfs) (cf) (cf) ( cf) (ft. ) e ---------------------------------------___________________________________ 0. 00 0.00 0.00 0 0 0 0. 00 0. 10 0.41 0. 17 75 23 52 0. 73 0. 20 0. 83 0. 52 299 ' 145 153 2. 16 0.30 1 . 24 0°91 671 401 270 3. 79 0~ 40 1. 65 1.31 1192 802 390 5° 48 0.50 1.38 1"47 1757 1321 436 6. 12 0.60 0. 96 1 .23 2177 1813 364 5. 12 0.70 0.55 0. 87 2449 2192 257 3. 61 0. 80 0. 14 0.47 2572 2433 139 1 . 96 0.90 0"00 0" 15 2580 2536 44 0"62 1. 00 0.00 0.04 2580 2567 13 0. 18 1 . 10 0.{)0 0"01 2580 2576 4 0. 05 2.20 0~ 00 0.00 2580 2579 1 0. 02 j ***** ROUTING TERMINATED NORMALLY ***** ' JQb Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: ___ Descriptions YARD DRAINS #3 & #4 --------------------------------------------------------------------------- B A S I N A N A L Y S I S S U M M A R Y OF O P E R A T I O N Maximum Inflow: 1.7 cfs at 0.42 hrs. Maximum Outflow: 1 .5 cfs at 0. 47 hrs. Maximum Storage: 441 cubic feet at Elevation 6. 19 feet. Detention time: 0. 1 hours. ***** ROUTING TERMINATED NORMALLY ** * Stop at 1 .25 Input Data File: c: \hydro\basina\dat\611.dat Output Devices c: \hydro\basina\txt\611 -YD4. txt Output interval : 0. 10 Iteration control interval: 10 Job Number: 92-611 Date: 11 -07-92 Design By: JJP 'Lc.-cation: WYNDEMERE COURT Checked by: Description: YARD DRAIN #5 --- ' ---------------------------------------------------------- ---------_-------- * Desigrl Professionals, Inc. * * 441 -C GOVERNORS HIGHWAY * * South Windsor, CT 06074 * * (203) 291 -8755 * * Detention Basin Analysis - BASINA ver. 1 .03 * ********************************************** -----------------------------------------~--------------------------------- BASIN ANALYSIS -----------------------------------------------~--------------------------- STAGE / STORAGE ------------------------- Elev. Area Vol . ft" S" f. c. f. 0. 00 71"2 0 A* 1.00 71. 2 71 A 2.00 71 ~2 142 A 3"00 71 . 2 214 A 4. 00 71 .2 285 A 5. 00 71. 2 356 A * - An A denotes that volumes computes by average end area, and a C indicates volumes that l a umes were computed by a conical method. Elevation at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ---------------------- No. Type* F%ow1ine Description --- ---- -------- ------------------- 1 Not Specified 0.00 1-6«xx0" DIA. DBYWELL 2 Not Used 3 Not Used 4 Not Used ' ' Job Number: 92-611 Date: 11 -07-92 Design By* JJP Location: WYNDEMERE COURT Checked b\/:,~~,. Description: YARD DRAIN #5 ------------------------------------------------- --_------__--_--_---------__----- BASIN ANALYS % S --------------------------------------------------------------------------- STAGE DISCHARGE DATA -------------------- Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c. f. s. c. f.e» c" f°xo. c. f.s. c. f.s. ' 0.00 -- -- -- -- 0. 00 1 "00 0° 12 -~ -~ ~- 0. 12 2.00 0.24 -- -- -- 0. 24 3.00 0.36 -- -- -- 0. 36 4" 00 0.48 -- -- -- 0. 48 5.00 ()"60 -~ ~- -- 0.60 Job Number: 92-611 Date: 11 -07--92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: YARDDRAIN-#5 St�:Irm: lcat� year _____________________.________ --_..__ �' - BA S I N A N A L Y S I S-------------------------------------------------------------------------------- T I M E A N D I N F L O W D A T A --------------------------------------- Time starts at 0.000 hrs. , time increment 0. 042 Hr. Basef low is O. Oo cfs. HYDROGRAPH POINTS 1 2 3 4 5 E 7 10 -_-_-------__---- -------------------------- 0 10: 0. 0 0. 0 0. 0 tl. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 20: 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0. 0 301 0. 0 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 40: 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 O0 ► (.-).0 0. 0 0.0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0 601 0. 0 Q.0 0. 0 (). 0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 80 : 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 90: 0.0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 1001, 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0 110 : 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0. 0 0. 0 12011 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 1401 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0. 0 150 : 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 160: 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 180: 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 :12,10: 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0.0 220 1 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0 t 2401 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 2801 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 ' Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: Description: YARD DRAIN #5 �^~� Storm: 100 year ____~__________________________________ ________________ _ ----------------------- >>> B A 8 I N R O U T I N B Volume Volume Storage lime Inflow Outflow In Out Volume Elev. (Firs) ( cfs) ( cfs) ( cf) (cf) ( cf) (ft. " e ' ____ 0.00 0.00 0.00 0 0 0 0 00 0" 10 1"03 0" 36 264 49 216 3^^03 0. 20 0.00 0.33 385 192 193 2^ 72 0.30 0" 00 0. 18 385 280 105 1^ 48 0. 40 0.00 0. 10 385 328 57 0^ 81 0. 50 0. 00 0"05 385 354 31 0^ 44 0.60 0.00 0. 03 385 368 17 0^ 24 0. 70 0. 00 0. 02 385 376 9 013 0. 80 0.00 0.01 385 380 5 0^^ 07 0.90 0. 00 0. 00 385 383 8 0^04 1 .00 0.00 0. 00 385 384 2 002 1 . 10 0.00 0.00 385 385 1 0"^01 ROUTING TERMINATED NORMALLY ***** ^ ' Sob Number: 92-61 1 Date: 11 -07-S2 Design By: JJP Location: WYNDEMERE COURT Check-ed Description: YARD DRAIN #5 ---------------------------------------------------------------------_.--__-- B A S I N A N A L Y S I S S U M M A R Y OF O P E R A T I O N Maximum Inflow: 1.3 cfs at 0.08 hrs. Maximum Outflow: 0.4 cfs at 0. 14 hrs. Maximum Storage: 258 cubic feet at Elevation 3.63 feet. Detention time: 0. 1 hours. *•**** ROUTING TERMINATED NORMALLY *** Stop at 1 . 13 Input Data File: c: \hydrc-\basina\dat\611 .dat Output Device: c: \hydro\basina\txt\611 -YD5. txt Output interval : 0. 10 Iteration control interval : 10 STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN (rev. 10/21/91) PROJECT W ems-- APPL. NO. q z-q 3 ENGINEER/ARCHITECT d l T PROJ. NO. q.z -6 111 DWG. NO. ? �� DATE /��, fy L REV. DATE L,2_ SUBMIT MYLARS OF SHEETS . . . 1 . Prior to commencement of any site work, a meeting must be held with Town Staff . 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's Office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $ J-o oo . 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. l` 5 . Footing drains are required if the uilding has a basement. yL 6 . A landscape bond in the amount of $ / is required and must be submitted Y prior to filin . of mylars. P g 47 . All plans used in .the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. Black and white transparent mylars of Sheets # �-- with the above modifications, together with three blueprint copies of the- entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The 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' Off ice of the Town Clerk within 90 days . After filing these plans, a copy of the receipt must be submitted to the Planning Department. V 41 r-e ev,_, 4r e e-Lf C_a rv,u Y 1,e_nt ove 01al �0,0 atq� LETTER OF TRANSMITTAL e u 4'~OSOR•CO��(v PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR -CT 06074 ( 203) 644-2511 DATE /!Z TO: K -) 992 ® 3 SeuteC!N�g sar Engine UePL- WE ARE SENDING YOU: P & Z initial plans Drainage co " s P & Z final plans Bond estimate -requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies Appl. No. Pro ect THESE ARE TRANSMITTED as checked below: For review and comment For your file For, your use Returned with revisions As requested- Other PLEASE RETURN/COMMENT BY: COMMENTS: f 2� -/9 Z" - Copy to: From: �l 1112kl'72. N /PaWS D " W IQ W+Vdf PW6 5-XA) n,We- Fob ae7bae PL) 4 tre)iIjis 6W Cr. < �� "F ��y3 i2.i`�M4+.,+L. �'3 wry �'S n7Y. ,lv ar�z1'Mi»a. WK k-^'� Y'k,1.•x .. �.:3�.. .., a •x%r � n n a �.:.•v A � �a 7�yt..r '"r'}i�n,+ t•*.t qk^ `a P�'M1-,du'da�a �! �4+z°�y 1�•,kio+' "`#.,n,� ... ca V 0740 S_a� qd&"�at 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R-coca AREA CODE 203/644-2511 November 24, 1992 Peter DeMallie Design Professionals, Inc. 441C Governor's Highway South Windsor, CT 06074 Dear Peter: Re: Application #92-43P - Wyndemere Court Please be advised that the public hearing in the above matter has been scheduled for Tuesday, December 15, 1992 at 8:00 P.M. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. One sign, advertising the hearing, must be posted for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have the sign posted by Friday, December 4, 1992. The sign should be placed at 184 Nevers Road. Signs can be purchased in the Town Hall for $5.00 each. Very t ly yours, $ ylli M. Mann Record' g Secretary Planning & Zoning Commission V"A .. �� :Xu i p �r : •S i v1•",. t '�+''.>1 •a: a'r"`,'a".y 'n�rY'Y ... k ,...A. .r:;�j>t6• 4-w4 .... tr, .Z.r:..Y .�•7'4xs y"'.�.. Wa'ar vd, .:. pi.Y Nyd d._r1Vv3,y '8'ty rr'�<a +!Mr �'. �y"Y�"• m r. r^.�i,� "'rJ'?�° , •«t�. =.y Rm <,r vw�r.v.: '�;: _ i , s '° 2'. lip m y: wi �a.....:.. ,„ *, .> �w...w �,�. �.• i?�$ sr :.: u,.r ,.,., •a'^.....; ,' •:r "`x-' :�� Yak �,a °'S. �.�'`� spa. & +.i�74 u ;3 sq Esc.?yit�e�#�.,� r:_ D Q EC 3 1592 South Windsor Planning & toning Commission i WYN.DEJfERE COUR T CSENIOR RESIDENCE DEVELOPMENT NEVERS ROAD SOUTH WINDSOR CONNECTICUT DRAINAGE ANALYSIS REv✓ewr> (203)"1—/755 ofsionals, Inc. 10041 1R1(/d/ Ito c*l•n «• . plaum . surowyom o►1• 9 7 441 o gavomaPn hlgh.oy.wuth.briber,oennnofJout 00074 ja Aw 060" Introduction The project is located on the east side of Nevers Road approximately 700 feet south of Ayers Road and directly across from the South Windsor High School. The proposed development consists of the construction of 14 congregate elderly housing units and a paved parking lot with on-site drainage improvements. Under present conditions, the site is almost all meadowland with an existing house and driveway located at the front of the property. The topography is relatively gentle and slopes toward the road. The drainage area is approximately 3.5 acres and includes a section of grassland or meadow to the north and east of the site. Under existing conditions, runoff is collected through an existing catch basin and storm sewer on Nevers Road located just south of the site. Drainage Analysis The axiom of design for the proposed storm sewer is to utilize pre- cast concrete drywell structures as an on-site retention system. Inflow hydrographs for this system were computed using the rational method of design. Retention basin stage/storage and stage/discharge curves were computed using BasinA software. Topography was taken from 100 scale Town mapping for off-site areas and field measurements on-site. Existing pipe sizes and flow lines were measured in the field. Watershed boundaries were confirmed in the field, along with existing cover and vegetation. A 100 scale drainage area map of the watershed conditions has been included in this report. The proposed on-site storm sewer system with drywells has been designed to accommodate the entire runoff volume for a 100 year storm event, less the volume lost through exfiltration during the storm event. The assumption was made during drywell design that even for larger storm events, all flows generated in the watershed reach the catchment areas. In some cases, two drywells in series have been designed to act as one retention structure, and the entire drainage system is interconnected and tied into the existing catch basin on Nevers Road. This connection is intended as an emergency bypass system. Soil test results indicate a gravel and sandy soil, with a permeability rate greater than 400 feet per day. Therefore, as designed, no outflow from the site is anticipated through the 100 year storm frequency event. Summary The proposed development of the site can be accommodated utilizing the proposed storm drainage system and drywells. This stormwater utility design effectively minimizes any downstream impacts, and actually decreases flows to the existing drainage system on Nevers Road. r %9G ? , !9 0.9 ' \ 191.6 I j � x ' •1 _ I TRAIL 211 190 i \ } l 190 Li A I > I W Z + 2 �,t,•` r195.0 > - + 2.5� x Yv 4 I 192.9 ! O.ZA x x i $ ► I DRAINAGE AFjEA *P SCALE:`I =100 r10 00As G \ :r. - \ WYN>F-MERL ccxAzT G�F_IGttT£� �v�o�F GoLF��� ,J�s CC� dp . YARD �AJ ''�S.� fl•A.- '.!� ac.. i YAKS <SeAAs Got k*a W ,sa k �, .55G3c;)++•o9C,l s : 0 28 09 k,. •�? YA¢b GR.�►ss �� � C= 0.3� YAao i UiQ jo4 YA?D D ,a GRASS 5 • = .OZ 1k.• Gz ,oZ.c.g� t.:�C�c.9a� a.EA- Tjw?ft vJA AAA = 36 k.. C4ZA.ss IW C- p.moo . GF-�► s Gt.�w�axwet�'� A%,N. = A3,�. �., C.= r • �,,,,�p�.Rv►ovs AR-a =' .09 fit.' •1Z CsiZ�sS Gl An,r�sc �) c�+A - s ,CAS' _ .oP>�•3�7t,05�= o.�2 Z,,.toEc�u�ovs a .o5 Ac. .13 GA"Tc.a taAs►� 4 0:�.� . 34 Ac. CrtR�ss Cc,Ar�sc �s .F,�,.AMA_ .14 k.. ,C- _.H4-C• 7�+ ,Zo�.90 ©.EIS �MPF.,4Zv�OJS 0 .10 k- • ' CAT"t St s►N s p.a. .ob Ac. , G�¢�sb C[,Avbsc � Sv9-FKJL AVa' .04 ,�,,G� 474(';3v7 4 .o4Z•?O� _o.bt� -T-Mp*cvw.,s AKA .04- k. .08 r i Proraooldi 'wis Inc. ftLM WWK%wo CT ftW4 , PROJECT- WYeimmeet- Cove--r STORM SEWER DESIGN Sheet�of Z Ithout gutter flow onalysts LOCATION clvM enolneers planners surveyors _ DESIGN STORM io _ too DAB -6 - 9 Z 0 opign Inca (203) 291-8755 DESIGED BY--&-� CHECKED BY south Mindsor. cf. 06074 onlDA ,u� W o u odd u�) Do � I 1 P H AjIoDdDO IMOL4 N 4 wnu.Ixolry 1110010A OBDJOny .� U N o { oV061S N g .- odid 10 41BUD-1jl� NJ N W odKjL PUD 0 a a s o 0 oziS odidIL N WO)BAA UI M01.4 o (1) A;Isuolul o N o 0 IIDJUIDN ao fi OV p 0 °` cv a O o 4 to O O o N N N (0) 1U01OU1003 to °� h uounN a a a o a aoJOV ul (y) DOJV �r to "- N N (•U1W) ouim N o 0 4 popinwnaoy _ N N N N I` •u w i odid ul owil CUM N N — tolul o} owu _ N JdN I I L A 8001 83o bN3 3 Jo P 'DIS 01 OVIS A N v + tuowboS odid A A VS o PROJECT STORM SEWER DESIGN Sheet—off Ithout gutter flow analysis LOCATION a clvl engineers Planners surveyors lA)t&30acf'Z— eplgn (203) 291-8755 DESIGN STORM-w - 1o0 DATE /I- o 6sslonals. Inc. DESIGED BY �_CHECKED BY south M�ndsar, cf. oso74 onIpA ,u, `O od (u Do, 1d I P H e• o AII oDdD• Nlo W!I WIXD`IIl 11*10010A 9- o6DJOAV 'u 04 Odo IS •- � 0 a odid 10 416uo-1 v o $ o odKJL PuD `• o OzIS odid �► U. LL wo)sAs ul Mold 161010 (1) Allsuolul v; $ 10 IlDfulDI! .� %D OV n - o 0 0 0 a o 6 (0) 3uoloytoo0 to Houna �! 90jov ul (V) DOJV � 0 a o (•ulw) OUJI j \� PO)DlnwnooV (•ulw) — odld ul Owu (•UlW) t N — tOlul o} ou .e.0 01 .B.D 71* io \ ti MIS 01 'DIS AI\0 I JUMBOS Odid }' + 0 J=T: J:Aeywtc C, O. Z8 OrT. ,ter;2 o 28 )=rIarIAJ 3 , VOL UM r- SO4 W A r. P1ra i i CO = �t *14 IV <,,.�tpta� G� 33 ro �o•os = Z,o.s4�. 4PO FT 3 DE"PROF � f M WC 441 C 000T M CT 00074 : 92-G11 Date: 11 -07-92 Design By: JJP Job Number Checked by: ' Loeation: WYNDEMERE COURT ___ Description,_CATCH_BASIN_#1 ______ __________________________ _....... _ --------- *****************» »« »le. *********** **********:» « * * Design Professionals, Inc. * 441 -C GOVERNORS HIGHWAY * * South Windsor, CT 06074 * * * (203) 291 -8755 *============================================* * Detention Basin Analysis - BASINA ver . 1 . 03 * ********************************************** ------------------------------------------------------------------------- - BASIN ANALYSIS ------------------------------------------------ --------------------------- STAGE / STORAGE - ------------------------ Elev. Area Vol . [t. s. f. C. 0. 00 71 . 2 0 A* 1 . 00 71 . 2 71 A 2.00 71 . 2 142 A 3. 00 71 . 2 214 A 4. 00 71 .2 285 A 5. 00 71 . 2 356 A * An A denotes that volumes computes by average end aiea, and - i l metho� ' ' a con ca . a C indicates that volumes were computed by Llevatiu�' at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ---------------------- No. Type Flowline Description________ --- ---- -------- ---------- 1 Not Specified 0. 00 1-6'x8" DIA. IRYWELL 2 Not Used 3 Not Used 4 Not Used . Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked byx ___ Description: CATCH BASIN #1 --------------------------------------------------------------------------- BAS % N ANALYSIS ------------------------------------------------------------------------------ STAGE DISCHARGE DATA -------------------- Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c. f.s~ c. f. s c. f.s" c. f. s. c. f.s. 0. 00 -- -- -- -- 0"00 1 . 00 0. 12 -- -- -- 0. 12 2.00 0.24 -- -- -- 0.24 3.00 0.36 -- -- -- 0~36 4. 00 0.48 -- -- -- 0.48 5. 00 0. 60 -- -- -- 0.60 . . . ' . . ' Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #1 Stormx100 year --------------------------------------------------------------------------- BASIN ANALYSIS -----------------------------------------~------------------------~------�� TIME AN %} % NFLOW D A T A ------------------------------------------ Time starts at 0.000 hrs. , time increment 0.042 Hr. Baseflow is 0. 00 cfs. HYDROGRAPH POINTS | 1 2 3 4 5 6 7 10 --------------------------------------------- ------------------------------ oil 0. 0 0.9 1.7 0. 9 0.0 0.0 0.0 0"0 0. 0 0. 0 10| 0.0 0. 0 0. 0 0.0 0.0 0"0 0°0 0"0 0" 0 0.0 20| 0° 0 0.0 0. 0 0.0 0°0 0.0 0. 0 0.0 0"0 0. 0 30 | 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4011 0.0 0.0 0.0 0"0 0.() 0"0 0.0 0. 0 0.0 0" 0 50 | 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 60 | 0. 0 0.0 0"0 0. 0 0. () 0°0 0"0 0.0 0.0 0.0 701 0.0 0.0 0.0 0" 0 0"0 0.0 0.0 0" 0 0"0 0,0 80| 0. 0 0.0 ().0 0.0 0.0 0.0 0~0 0. 0 0.0 0.0 901, 0. 0 0"0 0.0 0" 0 0"0 0"0 0.0 0"0 0.0 0. 0 100 | 0.0 0. 0 0. 0 0.0 0.0 0"0 0"0 0" 0 0.0 0. 0 11011 0.0 0. 0 0° 0 0.0 0"0 0"0 0.0 0° 0 0. 0 0"0 120 | 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0 0. 0 130 | 0. 0 0. 0 0. 0 0°0 0° 0 0.0 0.0 0.0 0° 0 0.0 1401 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 15011 0" 0 0"0 0. 0 0"0 0"0 0.0 0. 0 0.0 Q"0 0.0 _ 160| 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0 . 0 0.0 1701, 0.0 0.0 0.0 0.0 0.0 0"0 0. 0 0"0 0" 0 0.0 180| 0. 0 0.0 0.0 0.0 0"0 0.{) 0.0 0.0 0.0 0.0 190 | 0.0 0"0 0.0 0.0 0"0 0"{) 0.0 0"0 0.0 0.0 2001 0" 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 2101 0.0 0.(} 0.0 0. 0 0.0 0.0 0.() 0"0 0. 0 0~ 0 2201 0.0 0.0 0"0 0. 0 0.0 0°0 0"0 0.0 0.0 0.0 2301 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 2401 0. 0 0.0 0.0 0.0 0"0 0"0 0"0 0.0 0.0 0. 0 250| 0.0 0. 0 0. 0 0"0 0.0 0"0 0"0 0"0 0.0 0.0 2601 0.0 0.0 0. 0 0.0 0.0 0"0 0.0 0.0 0.0 0.0 270 | 0.0 0. 0 0. 0 0.0 0. 0 0"0 0.0 ' 0. 0 0° 0 0.0 2801, 0. 0 0°0 0.0 0"0 0"0 0°0 0"0 0.0 0.0 0"0 2901 0.0 0.0 0.0 0.0 (}"0 0"0 0°() 0.0 0"0 0.0 - Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked Description: CATCH BASIN #1 Storm: 100 year --------------------------------------------------------------------------- : : . H A S I N R O U T I N G <<< Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft. ) f+ ----------------------------------------.. --------------------------------- 0. 10 1.38 0.46 353 65 288 4.05 0. 20 0. 00 0.44 516 257 259 3.64 0.30 0.00 0.24 516 375 141 1 . 98 0.40 0.00 0. 13 516 439 77 1. 03 0.50 0.00 0.07 516 474 42 0.59 0.60 0.00 0.04 516 493 23 0. 32 0.70 0.00 0.02 516 503 12 0. 18 0.80 0.00 0.01 516 509 7 0. 10 0.90 0.00 0.01 516 512 4 0. 05 1 .00 0.00 0.00 516 514 2 0. 03 1 . 10 0.00 0. 00 516 515 1 0.02 ROUTING TERMINATED NORMALLY * ** Jvb Number: 92-E11 Date: 11 -G7-132 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #1 ___________________________________________________________________________ B A S I N A N A L Y S I S S U M M A R Y OF O P E R A T I O N Maximum Inflow: 1.7 cfs at 0.08 hrs. Maximum Outflow: 0. 6 cfs at 0. 14 hrs. Maximum Storage: 346 cubic feet at Elevation 4.86 feet. Detention time: 0. 1 hours. * ** ROUTING TERMINATED NORMALLY **** Stop at 1. 18 Input Data File: c: \hydro\basina\dat\611 .dat Output Device: c: \hydro\basina\txt\611 --CB1. tx't Output interval: 0. 10 Iteration control interval : 10 Job Number: 92-611 Date: 11 --07-92 Design By: JJP Lotation: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #2 -------------------------------------------------------------------------------- Design Professionals, Inc. 441 -C GOVERNORS HIGHWAY � South Windsor, CT 06074 � * (203) 291 -8755 Detention Basin Analysis - BASINA ver. 1 .03 _________________________________________________________________________.__ B A S I N A N A L Y S 1 S -_-__________________________________________________________.___-____-__-__ S T A G E / S T O R A G E _________________________ Elev. Area Vol . ft. s. f. c. f. 0.00 71.2 0 A* 1 .00 71 .2 71 A 2. (,)D 71.2 142 A 3.00 71.2 214 A 4.00 71 .2 285 A 5.00 71. 2 356 A 6.00 71.2 427 A 7.00 71. 2 498 A - An A denotes that volumes computes by average end area, and . . a C indicates that volumes were computed by a conical method. Elevation at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ---------------------- No. "Type Flowline Description ___ -___ ________ ___________________ 1 Not Specified 0. ('-)0 1-8'x 8' DIA. DRYWELL 2 Not Specified 0.00 1-8'x 8' DIA. DRYWELL 3 Not Used 4 Not Used ' Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYWDEMERE COURT Checked by:__~_ Description: CATCH BASlN #2 --------------------------------------~---------------------~-------------- BA8lN ANALYSIS ---------------------------------~----------------------------------------- STAGE DISCHARGE DATA ------~----~~~-----~ Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c. f.s. c° f"w» C. f. «o. c. f. s. c" ƒ"w». 0. 00 -- -~ -- ~- 0.00 1 "00 0. 12 0" 12 -- -- 0" 24 2"00 0"24 0.24 -- -- 0. 48 3. 00 0.36 0.36 -- -- 0. 72 4.00 0.48 0.48 -- -- 0.96 5.00 0. 60 0.60 -- -- 1"20 6"00 0.72 0.72 -- -- 1.44 7.00 0.84 0.84 -- -- 1. 68 - . . ' Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNQEMERE COURT Checked by:___ Description: CATCH BASIN #2 Stormx100 year --------------------------------------------------------------------~------ BASIN AN /4LYSIS -----------------------------------------------------------------------------��� TIME AND INFLOW DATA --------------------------------------- Time starts at 0.000 hrs. , time increment 0" 167 Hr. Baseflow is 0. 00 cfs. HYDROGR/4PH POINTS | 1 2 3 4 5 6 7 8 9 10 ---------------------------------------~----------------------------------- 0| 0.0 0.8 1.8 0.8 0"0 0.0 0.0 0. 0 0.0 0.0 101. 0. 0 0. 0 0.0 0"0 0"0 0.0 0.0 0.0 0.0 0.0 20 | 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 - 30 | 0.0 0. 0 0. 0 0.0 0.0 A"A 0.0 0.0 0"0 0.0 40 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 501 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 60 | 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 70| 0.0 0.0 0.0 0.0 A"A 0.0 0.0 0"0 0.0 0.0 8014 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 901, 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 1001, 0. 0 0.0 0.0 0.0 0" 0 0.0 0"0 0~0 0.0 0.0 1 10| 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 120| 0"0 0"0 0"0 0"0 0.0 0.0 0"0 0.0 0"0 0.0 13011 0"0 0.0 0.0 0.0 0"0 0"0 0.0 0^0 0.0 0.0 1401 0.0 0.() 0"0 0" 0 0.0 0.0 0.0 0.0 0.0 0.0 1501 0.0 0. 0 0°0 0.0 0.0 0.0 0°0 0.0 0.*0 0"0 16011 0. 0 0.0 0.0 0.() 0.0 0.0 0.0 0.0 . 0`0. 0. 0 1 70| 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 180| 0.0 0" 0 0.0 0.0 0.0 0~0 0"0 0"0 0.0 0" 0 190| 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0.0 2001 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2101, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2201 0. 0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 2301. 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 240| 0.0 0"0 0.{) 0"0 0"0 0"() 0.0 0"0 0"0 0. 0 250| 0.0 0"0 0.0 0"0 0. 0 0.0 0.0 0"0 0. 0 0. 0 260| 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 270 | 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 0.0 280| 0. 0 0.0 0"0 0.0 0.0 0"0 0.0 0.0 0.0 0. 0 290| 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 Job Number: 92-61 1 Date: 11 -07-92 Design By: JJR Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIL #2 Storm: 100 year --------------------------------------------------------------------------- > B A S I N R 0 U T I N 6 << Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) ( cfs) ( cfs) (cf) ( cf) (cf) (ft. ) --------------------------------------------------------.---.--.-_-___--------- 0. c_0 0.00 0.00 0 0 0 0. 00 0. 10 0.49 0. 21 E39 28 62 O.87 0.20 0.99 0.61 356 173 183 2. 57 0.30 1 .48 1.09 802 479 323 4.53 0.40 1 . 32 1 .37 1346 340 405 5.69 0.50 50 0.82 1. 12 1729 1387 333 4.67 0. 60 0.33 0. 70 1935 1727 208 2. 92 0. 70 0. 00 0.2E 1974 1897 77 1 . 08 0.80 0.00 0.08 1974 1951 23 0. 32 0.90 0. 00 0. 02 1974 1967 7 0. 10 1 . 00 0.00 0.01 1974 1972 2 0. 03 ,j * * ROUTING TERMINATED NORMALLY ** Job Number: 92-611 Dates 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: ___ Description: CATCH BASIN #2 _________________________________________________________________ .____-__-_ B A S I N A N A L Y S I S S U M M A R Y OF 0 P E R A T 10 N Maximum Inflow: 1. 6 cfs at 0.33 hrs. Maximum Outflow: 1 . 4 cfs at 0. 39 hrs. Maximum Storage: 406 cubic feet at Elevation 5. 71 feet. Detention time: 0. 1 hours. ***** ROUTING TERMINATED NORMALLY ** * Stop at 1 . 10 Input Data File: c: ♦hydro\basina\dat\G11 .dat Output Device: c: \hydro\basina\txt\611-CD2. txt Output interval : 0. 10 Iteration control interval : 10 Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #3 ------------------------------------------------------------------------------ Design Professionals, Inc. 441 -C GOVERNORS HIGHWAY South Windsor, CT 06074 (203) 291 -6755 Detention Basin Analysis - BASINA ver. 1 .03 --------------------------------------------------------------------------- B A S I N A N A L Y S I S ----------- --------------------------------------------------------------- STAGE / STORAGE _________________________ Elev. Area Vol . f t. S. f. c. f. 0.00 71.2 0 A* 1 .00 71. 2 71 A 2.00 71.2 142 A 3. 00 71. 2 214 A An A denotes that volumes computes by average end area, and a C indicates that volumes were computed by a conical method. Elevation at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ------------------------ No. Type Flowline Description --- ---- -------- ------------------- 1 Not Specified 0.00 1-4'x 81 DIA. DRYWELL 2 Not Used 3 Not Used 4 Not Used ' Job Number: 92-611 Date: 11 -07~92 Design By: JJP Location: WYMDEMERE COURT Checked | ym~.. Description: CATCH BASIN #3 -----------------------------------------~--------~------------------------ BAS % N ANALYS % S -----------------~--------------------~~-~-~------------------------------- STAGE DISCHARGE DATA --------------------Out%et #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c. f. s° C" f° «» C" f°«»" c" f. s" c~ f"s" 0. 00 -- -~ -- ~- 0.00 1 .00 0. 12 -- ~- -- A. 12 2"00 0.24 -- -~ -- 0.24 3.00 0. 36 -- -- -- 0. 36 . . ' Jdb Number: 92-611 Date: 11 ~07-92 Design By: JJP Location: WYNDEMERE COURT Checked Description: CATCH BASIN #3 Stormx100 year ___________________________________________________________________________ BAGIN ANALYSIS -------------~-~------------------~--~-~------~-------------------~-------- TIME AN1} % NFLOW DATA ----------------~--------------~------- Time starts at 0.000 hrs. , time increment 0°058 Hr. Baseflow is 0.00 cfs. HYDROGRAPH POINTS | 1 2 3 4 5 8 7 8 9 10 ---------------------------------------------------~----------------------- 0| 0. 0 0.3 0.5 0. 3 0. 0 0°0 0.0 0.0 0.0 0. 0 1011 0.0 0. 0 0.0 0. 0 0"0 0"0 0.0 0. 0 0. 0 0. 0 20| 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 30 | 0. 0 0.0 0"0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 40| 0. 0 0"0 0" 0 0.0 0.0 0.0 0"0 0"0 0.0 0.0 501, 0. 0 0. 0 0. 0 0"0 0.0 0" 0 0.0 0.0 0.0 0~ 0 601, 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 70 | 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0.0 80 | 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0.0 90 | 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 0.0 ' 100| 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 110| 0.0 0.0 0.0 0" 0 0.0 0.0 0. 0 0.0 0.0 0.0 1201 0. 0 0.0 0.0 0.0 0"0 0.0 0.0 0.0 0. 0 0. 0 2 30 | 0.0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 14011 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0"0 0.0 0. 0 1501 0.0 0. 0 0.0 0.0 0.0 0" 0 0. 0 0"0 0,0 0"0 160 | 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 1701. 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 0.0 180| 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 190| 0.0 0"(} 0.(] 0"0 0.() 0°0 0. 0 0"0 0" 0 0. 0 200 | 0.0 0.0 0"0 0"0 0.0 0°0 0.0 0.0 0.0 0.0 21011 0.0 0"0 0"0 0.0 0. 0 0"0 0.0 0.0 0.0 0.0 220| 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 230| 0.0 0. 0 0"0 0"0 0"0 0"0 0.0 (). 0 0"0 0. 0 240| 0.0 0.0 0.0 0.0 0.0 0"0 0"0 0.0 0.0 0. 0 2501 0" 0 0"0 0"0 0"0 0"0 0"0 0"0 0"0 0"0 0.0 260 } 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.A 0.0 2701 0. 0 0. 0 0.0 0.0 0.0 0.0 (). 0 0°0 0. 0 0. 0 2801 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2901 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0 ' Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #3 Storm: 100 year --------------------------------------------------------------------------- '•> 8 A S I N R 0 U T I N G :< Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) ( cfs) ( cfs) (cf) (cf) ( cf) (ft. ; e --------------------_.-------_--_--_.--------------------_-____-_---------_.- 0 ca 0. 00 0. 10 0.44 0. 11 so 14 66 0.93 0. 20 0. 15 0.21 208 81 2 1 6 1. 77 0.30 0.00 0. 12 216 142 74 1 . 04 0.40 0.00 0.07 216 176 40 0. 57 0.50 0. 00 0.04 216 1.9,E .2 2 0.31 0.60 0.00 0.01e2l 216 204 12 0. 17 0. 70 0. 00 0. 01 216 210 7 0. 09 0.80 o.00 0.01 216 213 i1 0. 05 0.90 0.00 0.00 216 214 2 0.03 1.00 0.00 0.00 216 215 1 0. 01 j * ROUTING TERMINATED NORMALLY * Jo6 Number: 9 -61 1 Dates 1 1 -07-32 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #3 _________________________________________________________.__-____________--_ B A S I N A N A L Y S I S S U M M. A R Y OF O P E R A T I O N Maximum Inflow: 0.5 cfs at 0. 12 hrs. Maximum Outflow: 0. 2 cfs at 0. 19 hrs. Maximum Storage: 128 cubic feet at Elevation 1 .80 feet. Detention time: 0. 1 hours. ***** ROUTING TERMINATED NORMALLY * *** Strap at 1 .08 Input Data File: c: \hydro\basina\dat\611 .dat Output Device: c: \hydro\basina\txt\611 -CB3. txt Output interval : 0. 10 Iteration control interval : 10 Job Number: 52-611 Dates 11-07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: ___ Descriptions CATCH BASIN #4 _______________ -----________________.._ _________ ______________________ Design Professionals, Inc. * 441 -C GOVERNORS HIGHWAY * South Windsor, CT 06074 � (203) 291-8755 � Detention Basin Analysis - BASINA ver. 1 . 03 ___________________________________________________..________-______--_._____ B A S I N A N A L Y S I S ___________________________________________________________________________ S T A G E / STORAGE _________________________ Elev. Area Vol. ft. s. f. c. f. 0. 00 71.2 0 A* 1 .00 71. 2 71 A 2.00 71 .2 142 A 3.00 71.2 214 A 4.00 71.2 285 A 5.00 71.2 356 A 6.00 71 .2 427 A 7.00 71.2 498 A - An A denotes that volumes computes by average end area, and. . a C indicates that volumes were computed by a conical method. Elevation at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ______________________ No. Type Flowline Description 1 Not Specified 0.00 1-8'x 8' DIA. DRYWELL 2 Not Used 3 Nci t Used 4 Not t Used Job Number: 92-611 Datps 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked Description: CATCH BASIN #4 --------------------------------------------------------------------------- B A S I N A N A L Y S I S --------------------------------------------------------------------------- STAGE DISCHARGE DATA -------------------- Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c. f. s. c. f.s, c. f.s. c. f.s. c. f.s. 0.00 -- 0.00 1 .00 0. 12 0. 12 2.00 0.24 0.24 3.00 0. 36 0.36 4.00 0.48 0.48 5.00 0.60 0.60 6.0o 0. 72 0.72 7.00 0.84 0.84 Job Number: 92-611 Date: 11 - 07--92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #4 Storm: 100 year _--------_.-_-.__------------------------------------------------- B A S I N A N A L Y S I S T I M E A N D, I N F L O W D A T A --------------------------------------- Time starts at 0. 000 hrs., time increment 0. 042 Hr. Basef low is 0. 00 cfs. HYDROGRAPH POINTS 1 2 3 4 5 6 7 10 -----------------------------------._-_._-----__---_-----------_ o; 0. 0 0.9 1. 9 0. 9 0. 0 0.0 0. 0 0. 0 0.0 0. 0 1 is 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 ''Oil 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 30; 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 40.1 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0 : 0• 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0. 0 c;0: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 701 O. c.) 0. 0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0 80: 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 90 : 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 100: 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 110: 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 12011 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 13011 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 140 : 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 1501 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 Q. 0 0. 0 IGO : 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0,0 0. 0 170: 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 180: 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 1901, 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0.0 200 : 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 10: 0.0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 2201 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 301 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 40: 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 250: 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 60: 0. 0 0. 0 0.10 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 270: 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 2901 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 Job Number: 82-611 Date: 11 -07--2 Design Ecy: JJP Location: WYNDEMERE COURT Check-ed by.*___ Description: CATCH BASIN #4 Storm: 100 year --------------------------------------------------------------------------- >>> B A S I N R O U T I N G <<<f Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) ( cfs) (cfs) (cf) ( cf) (cf) (ft. ) r. _.---.....__--_...,.-----.._....._........-...... -----....__...._.._....._.-.. --...........---... -----..------...._.---......-------- ca 0 0. 00 0. 10 1. 51 0.53 387 71 316 4.44 0. 20 0.00 0. 48 565 2132 284 3. 98 0.30 0. 00 0.26 565 411 155 2. 17 0. 40 0.00 00 0. 14 565 481 get 1. 18 0.50 0.00 0 0. 08 565 518 46 0.65 0.60 0.00 0.0-:1 565 540 25 0. 35 0. 7Q 0. 00 0. 02 565 552 14 0. 117 0. 80 0.00 0. 01 565 558 7 0. 10 0.90 0.00 0.01 565 561 4 0.OG 1 .00 0.00 0.00 0 565 563 2 0. 03 1. 10 0. 00 0.00 565 564 1 0. 02 ,1 ** ROUTING TERMINATED NORMALLY ** Job Number: 92-611 Date: 11 -07-92 Design By: JJP Locations WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #4 ------------------------------------------------------------------------------ B A S I N A N A L Y S I S S U M M A R Y OF 0 P E R A T 1 0 N Maximum Inflow: 1.9 cfs at 0.08 hrs. Maximum Outflow: 0.6 cfs at 0. 14 hrs. Maximum Storage: 379 cubic feet at Elevation 5.32 feet. Detention time: 0. 1 hours. *-**** ROUTING TERMINATED NORMALLY Stop at 1 .20 Input Data File: c: \hydro\basina\dat\611 . dat Output Device: c: \hydro\basina\txt\611 -CB4. txt Output interval: 0. 10 Iteration control interval: 10 Job Number: 92-611 'Date: 11 ~07~92 Design By: JJP ' Lotationx WYMDEMERE COURT Checked | yx___ Description: CATCH BASIN #5 ----_---~-_--_--~~-_--------_~----__-~-~~-__-_-~-~__~~-_--_--_-----_--_--_- * Design Professionals, Inc. * * 441 -C GOVERNORS HIGHWAY * * South Windsor, CT 06074 * * (203) 291 ~e755 * * Detention Basin Analysis - K9AS%NA veyr. 1 ~ 03 * ---------------------------------------~-~--------------------------------- BA SIN ANALYSIS --------------------------------------------------------------------------- STAGE / BTORAGE ------------------------- E%ev. Area Vol . ft. s. f. c. f. 0.00 71.2 0 A* 1.00 71 .2 71 A 2.00 71 "2 142 A 3"00 71 "2 214 A * - An A denotes that volumes computes by average wend area, and a C indicates that volumes were computed by au conical method. Elevation at base of spillway: Not supplied , Initial Pool Elevation: Not supplied ' OUTLET CHARACTERISTICS ---------------------- No. Type Flmwline Description --- _--- -------- --_---_--~~--_---~~ 1 Not Specified 0.00 1_4»ou81 DIA. [RYWELL 2 Not Used 3 Not Used 4 Not Used - , �= '' J� �b Number: 52-61 1 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked Description: CATCH BASIN #5 ___________________________________________________________________________ B A S I N A N A L Y S I S ---------------____________________________________________________________ STAGE DISCHARGE DATA -------------------- Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c. f. s. c. f.s c. f.s. c. f.s. c. f. s. 1 .00 0. 12 -- -- -- 0. 12 0. 24 3. 00 0. 36 -- -- -- 0.36 4 Jo'b Number: 92-611 Date; 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: CATCH BASIN #5 Storm: 100 year ---------------------------------------------------------------------------- B A S I N A N A L Y S I S --------------------------------------------------------------------------- T I M E A N D I N F L 0 W D A T A --------------------------------------- Time starts at 0.000 hrs. , time increment 0.042 Hr. Basef low is 0.00 cfs. FlYDROGRAPH POINTS I 1 2 3 4 5 6 7 8 3 10 ------------------------------------------------------------------ 01, 0.0 0. 2 0.4 0.2 0. 0 0.0 0.0 0.0 0.0 0. 0 1011 0.0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 201 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 30! 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 401 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 50 : 0.0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0.0 0. 0 0. 0 601 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 701 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0. 0 eo: 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 13011 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 looll 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 110 : 0.0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0.0 1201 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 130 : 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 140 : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 150: 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0. 0 0.0 1601 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 Q'.0 0. 0 1701, 0.0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 180 : 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 190 : 0.0 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0.0 0.0 0. 0 20011 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0.0 2101 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 220 : 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 2301 0. 0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 2401 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 2501 0.0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0.0 2601 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 .2701 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 280 : 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 Job Number: 82-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:_.. Description: CATCH BASIN #5 Storm: 10(-') year f•>> B A S I N ROUT I N C :% ti Volume VoILune Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) ( cfs) (cf) (cf) (cf) (ft.; �-, -.__..----------_._-----_..--_.-_.------------------------------------------------ 0, c'0 0.00 0.00 D to 0 0. 00 0. 10 0. 33 0. 11 63 15 68 0. 96 0. 20 0. 00 0. 10 121 61 0.30 0. 0 0 0. 06 1 2 1 33 . 86 0. 47 0, 40 0.00 0.03 121 103 1 0.50 0. 00 0.02 121 112 i 0. i. 15 0 _� 4 0.60 0.00 0.01 121 116 5 0. 08 0.70 0. 00 0 0. 00 121 119 121 120 2 0. 02 0.90 0.00 0. 00 121 121 1 0. 01 j ROUTING TERMINATED NORMALLY ����� Job, Number: 52-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:... Description: CATCH BASIN #5 -----------------------------------------------------....____-____-________-__ B A S I N A N A L Y S I S S U M M A R Y OF O P E R A T I O N Maximum Inflow: 0.4 cfs at 0.06 hrs. Maximum 0utflow: 0. 1 cfs at 0. 14 hrs. Maximum Storage: 82 cubic feet at Elevation 1. 14 feet. Detention time: 0. 1 hours. A-**** ROUTING TERMINATED NORMALLY ** * Stop at 0.94 Input Data File: c: ♦hydro\basina\dat\611.dat 0utput Device: c: \hydro\basina\txt\611 -CB5. txt Output interval : 0. 10 Iteration control interval: 10 Job Number: 92-611 Date: 11 -07-92 Design By: JJP Lotation: WYNDEMERE COURT Checked by:___ Description: YARD DRAINS #3 & #4 ----------------------------------------------------------------------------- Design Professionals, Inc. � 441 -C GOVERNORS HIGHWAY * South Windsor, CT 06074 * (203) 291-8755 � * Detention Basin Analysis - BASINA ver. 1 . 03 ----------------------------------------------- ____-_-_-_____-_-_--___-__ B A S I N A N A L Y S I S S T A G E / STORAGE _________________________ Elev. Area Vol . ft. s. f. c. f. 0.00 71 .2 0 A* 1 .00 71.2 71 A 2.00 71.2 142 A 3.00 71 . 2 214 A 4.00 71 .2 285 A 5.00 71 .2 356 A 6.00 71 .2 427 A 7.00 71 . 2 498 A - An A denotes that volumes computes by average end area, and. a C indicates that volumes were computed by a conical methc-d. Elevation at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS No. Type Flowline Description ___ -------- ___________________ 1 Not Specified 0. 00 1-8'x 8' DIA. DRYWELL 2 Not Specified 0.00 1-8'x 8' DIA. DRYWELL 3 Not Used 4 Not Used ' Job Number: 92-611 Date: 11 ~07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: Description: YARD DRAINS #3 & #4 --- -------------------------------------------~------------------------------- BASIN ANALYGIS ----------------------------------------------------------------------------- 8TAGE DISCHARGE DATA -----~-------~~--~-- Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. �" f" s" c" f.«; C" f"y;, c" f. s. c. f.s. 0. 00 -- -- -~ -- 0"00 1. 00 0" 12 0. 12 -- -- 0. 24 2.00 0"24 0"24 -- -- 0.48 3. 00 0. 36 0. 36 -- -- 0.72 4"00 0"48 0.48 -- -- 0. 96 5.00 0.60 0.60 ~- -- 1. 20 ' 6"00 0" 72 0.72 1"44 7.00 0.84 0^84 -- -- 1.68 . . Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by: ___ Description: YARD DRAINS #3 & #4 Storm: 100 year -----------------------------------------~--------------------------------- B ^4S % N A N A L Y S % S -----------------------------------------------------~--------------------- T % ME AND % NFLOW D A T A ----------------------- ----------- Time starts at 0~000 hrs. ' time increment 0. 208 Hr. Basef%ow is 0.00 cfs" 11YDRU8RAPH POINTS | 1 2 3 4 5 7 8 9 10 ---------------------------------------------------------------------------- 0| 0. 0 0. 9 1.7 0. 9 0. 0 0.0 0.0 0.0 0.0 0.0 1011 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 2011 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 ' 3011 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 401 0.0 0.0 0"0 0" 0 0° 0 0.0 0"0 0"0 0.0 0. 0 50 | 0. D 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 60| 0.0 0°0 0.0 0.0 0"0 0.0 0.0 0~0 0.0 0.0 70| 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Boll 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90 | 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100 | 0. 0 0.0 0.0 0.0 0.0 0"0 0.0 0. 0 0.0 0. 0 1 10| 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 1201 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 130| 0. 0 0"0 0°0 0"0 0"0 0"0 0"0 0°0 0" 0 0. 0 1401 0.0 0.0 0.0 0. 0 0.() 0.0 0.0 0.0 0. 0 0. 0 1501 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 Q" 0 0.0 180| 0.0 0.0 0. 0 0.0 0.0 0"0 0.0 0.0 0o 0.0 1701 0.0 0.0 0.0 0"0 0"0 0.0 0"0 0"0 0. 0 0.0 180| 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 190| 0" 0 0"0 0"0 0"0 0" 0 0"0 0"0 0"0 0"0 0"0 2001 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 210| 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2201 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 230| 0.0 0"0 0.0 0.0 0.0 0.0 0.0 0"0 0. 0 0.0 2401 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25011 0.0 0"0 0.0 0"0 0.0 0.0 0°0 0"0 0.0 0. 0 2601 0.0 0.0 0.0 0. 0 0.0 0°0 0.0 0°0 0.0 0. 0 2701 0.0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 280 | 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0"0 0. 0 2901 0.0 0. 0 0.0 0.0 0.0 0"0 0. 0 0.0 0. 0 0.0 Job Number: 92-811 Date: 11 --07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: YARD DRAINS #3 & #4 Storm: 100 year ---------------------------------------------------------------------------- 0 >>> B A S I N ROUT I NG �."<�% Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (hrs) (cfs) (cfs) (cf) (cf) (cf) (ft. ) de -------------------------------------------------------------------------- 0. 00 0.00 0.00 0 0 0 0. 00 0. 10 0. 41 0. 17 75 23 52 0. 73 0.20 0.83 0.52 299 145 153 2. 16 0.30 1 .24 0.91 671 401 270 3. *"/19 0. 40 1.65 1 .31 1192 802 390 5. 48 0.50 1.38 1.47 1757 1321 436 6. 12 0.60 0. 96 1 .23 2177 1813 364 5. 12 0.70 0.55 0.87 2449 2192 257 3.61 0.80 0. 14 0.47 2572 2433 139 1 . 96 0.90 0.00 0. 15 2580 2536 44 0.62 1 .00 0.00 0.04 2580 2567 13 0. 18 1 . 10 0.00 0.01 2580 2576 4 0.05 1.20 0. 00 0.00 2580 2579 ROUTING TERMINATED NORMALLY Jo-b Number: 92-611 Date: 1 1 -D7-92 Design By: JJP Location: WYNDEMERE COURT Checked by: ___ Description: YARD DRAINS #3 & #4 _____________________________________________-____-_____-_--___-___.- B A S I N A N A L Y S I S S U M M A R Y OF O P E R A T I O N Maximum Inflow: 1. 7 cfs at 0.42 hrs. Maximum Outflow: 1 .5 cfs at 0. 47 hrs. Maximum Storage: 441 cubic feet at Elevation 6. 19 feet. Detention time: 0. 1 hours. ** ** ROUTING TERMINATED NORMALLY ** * Step at 1 .25 Input Data File: c: \hydro\basina\dat\611.dat Output Device: c: \hydro\basina\txt\611 -YD4. txt Output interval : 0. 10 Iteration control interval : 10 Job Number: 92-611 Date: 1 1 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: YARD DRAIN #5 ---------------------------------------------------------------------------- * Design Professionals, Inc. 441 -C GOVERNORS HIGHWAY South Windsor t CT 06074 * (203) 2 91 -875 5 * Detention Fusin Analysis - BASINA ver. 1 . 03 � ___________________________________________________________________________ B A S I N A N A L Y S I S ---------------------------------------------------------------------------- S T A G E 1 STORAGE ------------------------- Elev. Area Vol. ft. s. f. c. f. 0. 00 71.2 0 A* 1 .00 71. 2 71 A 2.00 71.2 142 A 3.00 71. 2 214 A 4.00 71 .2 285 A 5. 00 71. 2 356 A * - An A denotes that volumes computes by average end area, and a C indicates that volumes were computed by a conical method. Elevation at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ---------------------- No. Type Flowline Description i Not Specified 0.00 1-6'x 8' DI'A. DRYWE'L,L 2 Not Used 3 Not Used 4 Not Used P JoU Numbers 92-E11 Dates 11 -07-92 Design By: JJP Location: WYNDEMERE COURT Checked by:`__ Description: YARD DRAIN #5 --------------------------------------------------------------------------------- B A S I N A N A L Y S I S ---------------------------------------------------------------------------------- STAGE DISCHARGE DATA -------------------- Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge ft. c. f.s. c. f.s c. f.s. c. f.s. c. f.s. 1 .00 0. 12 -- __ __ 0 . 12 rr r3. 00 0.36 0.36 Job Number: 92-611 Date: 11 -07-92 Design By: JJP Location: WYMDEMERE COURT Checked byx... Description: YARD DRAIN #5 Stormu100 year --------------------------------------------------~------~----------------- ` BASIM A N A L Y S I S ---------------------------------------------------------------------------- T % ME AND I FLOW DATA ----------------------~---------------- Time starts at 0" 000 hrs. , time increment 0.042 Hr. Baseflow is 0. 00 cfs. HYDROEYRAPH POINTS | 1 2 3 4 5 6 7 8 9 10 --------------------------------------------------------------------------- 0| 0. 0 0. 6 1. 3 0. 6 0.0 0.0 0.0 0.0 0. 0 0. 0 10 | 0.0 0. 0 0. 0 0. 0 0.0 0. 0 0.0 0.0 0.0 0. 0 20| 0. 0 0. 0 0. 0 0.0 0. 0 0"0 0.0 0"0 0. 0 0. 0 301 0. 0 0. 0 0. 0 0. 0 0°0 0.0 0. 0 0. 0 0. 0 0. 0 401 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 5011 0. 0 0.0 0. 0 0.0 0.0 010 0.0 0"0 0. 0 0.0 601 0. 0 0. Q 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 70 | 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 CO : 0.0 0. 0 0.0 0"0 0.0 0.0 0.0 0.0 0.0 0. 0 90| 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 1001, 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 110| 0. 0 0.0 0.0 0. 0 0.0 0"0 0"0 0.0 0" 0 0.0 1201 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 1301 0. 0 0. 0 0.0 0.0 0.0 0"0 0"0 0"0 0. 0 0.0 14011 0. 0 0.0 0.0 0. 0 0.0 0.0 0. 0 0. 0 0. 0 0. 0 150| 0.0 0.0 0°0 0" 0 0"0 0"0 0°0 0"0 Q� 0 0.0 160 | 0"0 0.0 0.0 0.0 0.0 0~0 0.0 0"0 _ ' 0, 0 0. 0 17011 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 180| 0. 0 0.0 0. 0 0.0 0.0 0"0 0.0 0.0 0. 0 0. 0 190 | 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0. 0 0. 0 _ 20011 0. 0 0.0 0.0 0.0 0"0 0.0 0.0, 0. 0 0.0 0"0 210 | 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0 22011 0. 0 0.0 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0 0. 0 230 | 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0.0 240| 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 250 � 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 26011 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 2701, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 2801 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 29011 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 0. 0 0.0 Job Number: 92-61 1 Date: 11 -07-9*2 Design By: JJR Location: WYNDEMERE COURT Checked Description: YARD DRAIN #5 Storm: 100 year --------------------------------------------------._--_-__----_----.__ >>> B A S I N R O U T I N G <4< Volume Volume Storage Time Inflow Outflow In Out Volume Elev. (Firs) (cfs) ( cfs) (cf) Ccf1 (cf) (ft. ) �-, ---__--_-_.__.,...__.-.._---_.-----------------_------__--w_._._.--_---__---__--__--_._.._. 0. 10 1.03 0.36 264 49 216 3. 03 0. 20 0.00 0.33 385 192 193 2. 72 0.30 0. 00 0. 18 385 280 105 1 . 48 0.40 0.00 0. 10 385 328 57 0.81 (.-).50 0. 00 0.05 385 354 31 0.44 0.60 0.00 0.03 385 368 17 0. 24 0. 70 0. 00 0. 02 385 376 9 0. 13 0. 80 0.00 0.01 385 380 5 0. 07 0•0 0. 00 0.00 385 383 3 0.04 1 .00 0. 00 0. 00 385 384 2 0. 02 1. 10 0. 00 0.00 385 385 1 0.01 ,1 * * ROUTING TERMINATED NORMALLY * * Job Number: 92-611 Date: 11 -07-S2 Design By: JJP Location: WYNDEMERE COURT Checked by:___ Description: `YARD-DRAIN-#5_ __________________________________________._--__ _____-______ B A r I N A N A L Y S I S S U M M A R Y OF O P E R A T I O N Maximum Inflow: 1.3 cfs at 0.08 hrs. Maximum Outflow: 0.4 cfs at 0. 14 hrs. Maximum Storage: 258 cubic feet at Elevation 3.63 feet. Detention time: 0. 1 hours. *.**** ROUTING TERMINATED NORMALLY * ** Stop at 1 . 13 Input Data File: c: \hydro\basina\dat\611.dat Output Device: c: \hydro\basina\txt\611-YD5. txt OUtpl_tt interval : 0. 10 Iteration control interval : 10 Job Number: 92-611 Dates 12-02-92 Design By: JJP Leication: WYNDEMERE COURT Checked by:___ Description: ,YARD DRAIN #6 ____________________________________ ___ -_--__------_--- _-_--_-___---- * Design Professionals, Inc. 441-C GOVERNORS HIGHWAY South Windsor, CT 06074 * (203) 291 -87 55 Detention Fusin Analysis _ BASINA ver. 1. 03 - •---------------------------------------------------------------------- ._.- B A S I N A N A L Y S I S ----------------------------------------------------------------------._....._ S T A G E / STO RAGE ------------------------- Elev. Area Vol. ft. s. f. c. f. 0. 00 71 .2 0 A* 1. 00 71 . 2 71 A 2.00 71.2 142 A 3.00 71.2 214 A * - An A denotes that volumes computes by average end area, and a C indicates that volumes were computed by a conical method. Elevation at base of spillway: Not supplied Initial Pool Elevation: Not supplied OUTLET CHARACTERISTICS ----------------------- No. Type Flowline Description --- ---- -------- ------------------- 1 Not Specified 0.00 1-4'x 8' DIA. DRYWELL 2 Not Used 3 Not Used 4 Not Used Job Number: 92-611 D'Ate's i2-0 -92 Design By: JJP Location: WYNDEMERE COURT Checked Description: YARD DRAIN #E _.---------------------------- --------.._ -_-----------___----_------------ B A S I N A N A L Y S I S ------------------ --------- -_--------_-----__------------.----------.r.. STAGE DISCHARGE DATA ------_---_ ----_-- Outlet #1 Outlet #2 Outlet #3 Outlet #4 Total Elev. Discharge Discharge Discharge Discharge Discharge f t. c. f.s. c. f.s c. f.s. c. f.s. c. f.s. 1 .00 0. 12 __ __ _- 0. 12 2.00 r 3.00 0.36 -- -- -- 0.36 Job Numbers 82-611 Date: 12-02-92 Design By: JJP Location: WYNDEMERE COURT Checked by:_.-_ Description: YARD DRAIN #E Storm: 100 year --------------------------------------------------------------------------- B A S I N A N A L Y S I S ._._-----._------------------------ ------------------------------------------- T I M E A N D I N E L 0 W D A T A --------------------------------------- Time starts at 0. 000 hrs. , time increment 0. 125 Hr. Basef low is 0. 00 cfs. HYDROORAPH POINTS 1 2 3 4 5 6 7 8 9 10 ----._.. -----..-------._----_.-....---------._..... -----------......-._---._.._..._._...---.......------ o! 0. 0 0.3 0.5 0. 3 0.0 0.0 0.0 0.0 0.0 0.0 10; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 201 0.0 0.0 0. 0 0.0 to.0 0.0 0.0 0.0 0.0 to. 0 30 ; 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 40 : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50 ; 0.0 0. o 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 6011 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7ta� 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (3011 Q. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 o(-.) � 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 110; 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 120 ! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 130 S 0.0 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0. 0 1401, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150S 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 Q 0 0.0 160 ; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0..0. 0.0 1701 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1801 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 190! 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 21001 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1011 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 230: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 240 ; 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 2501 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 260 : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 27011 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0. 0 2801 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 290 : 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .70ts Number: 92-611 Date; 12-02-92 Design By: JJp Location; WYNDEMERE COURT Description: YARD DRAIN #6 Storai:Checked by;___ ._____________________________________________.___-_______-----`----year----- >>> B A S I N R O U T I N G <<<, Volume volume Storage Time Inflow Outflow In Out (hrs) Ccfsa Volume Elev. ------__-_ __ cfsa cf) (cf) c._ cf y (ft. ) __ --__ 0. 10 0.20 0.05 0 0. 00 0.20 0.39 0. 17 144 44 c1. 40 c�.30 0. 39 i 0 c70 1. 4C_t C�.29 303 130 173 2.44 0. 40 0.20 0.29 0.50 0.00 0.20 446 328 lie i e 2. 42 0.60 0.00�0 ca. i i i.6 5 446 381 64 0. 90 0.70 0. 00 0.06 446 410.. 3 c-�.80 0.00 0.03 446 � 0.49 4.�6 19 0. 27 U. 90 0. 00 0.02 1.00 0.00 0 0.01 446 44D 16 0. i 8 1. 10 0. 00 U.U 1 . 08 1.2 D.��t� U.C_�c_� 446 442 3 0.04 1 .30 C�.t�U 444 2 0.02 �f•00 446 445 1 0.01 J * ** ROUTING TERMINATED NORMALLY * Job Number: 92-611 Date: 12-02-92 Design Es : JJP Location: WYNDEMERE COURT Description: YARD DRAIN #6 Check y Checked by: * -- ___________________________------ ____w_-_-_________ D A S I N A N A L Y S I S ___..._________ S U M M A R Y OF O P E R A T I O N Maximum Inflow: 0.5 cfs at 0.25 hrs. Maximum Outflow: 0.3 cfs at 0.35 hrs. Maximum Storage: 161 cubic feet at Elevation 2.55 feet. Detention time: 0. 1 hours. ***** ROUTING TERMINATED NORMALLY 'top at 1.35 Input Data File: c: \hydro\basina\dat\611 .dat Output Device: c: \hydra\basina\txt\611-YD6. txt Output interval : 0. 10 Iteration control interval: 14 • NOV 2 4 1992 ASSISTANT TOWN CLE LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, DECEMBER 3,. 1992 - THURSDAY,' DECEMBER 10, 1992 SOUTH WINDSOR - PLANNING & ZONING COMMISSION Notice is hereby given that there will be a public hearing on Tuesday, December 15, 1992 at 8:00 p.m. in the Council Chambers of the South Windsor Town Hall to consider the following: 1. Appl. #92-42P, Herman W. Dahl, III - conversion of an existing dwelling into a two-family dwelling on property located at 15 '.,- Strong Rd. , RR zone 2 . Appl. #92-47P, George W. Treadwell - Special Exception to Article 4.7 of the Zoning Regulations for an accessory apartment on property located at 1013 Main St. , A-40 zone 3 . Appl. #92-43P, Wyndemere Court - Special Exception to Article 4 .1. 12 of the Zoning Regulations and Site Plan of Development for a 14 unit Senior Residence Development on 1.7 +/- acres located at 184 Nevers Rd. , RR zone Copies of the applications are on file in the office of the Town Clerk and/or the Planning Department. At this hearing, interested persons may appear and be heard, and written recommendations will be received. Louise Evans, Chairman Brian K. Edwards Page Two December 8, 1992 Application #92-43P .8 . The landscaping plan is to be modified to assure that proposed landscaping does not conflict with the dry wells to be located on the site. 9 . Trap hoods shall be installed in catch basin #1, #21 #3, #4, and #5 on the site. Very truly yours, Elizabeth A. Warren Chairman EAW/pmm cc: Planning & Zoning Town Engineer �AO�N 8f4 tCA U �- �s �- �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 e-CO AREA CODE 203/644-2511 December 8, 1992 Brian K. Edwards 26 Pond Lane South Windsor, CT 06074 Dear Mr. Edwards: Re: Application #92-43P At the December 7, 1992 regular meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions Application #92-43P - Wyndemere Court - Conservation Plan approval for construction of a Senior Residence Development on property located at 184 Nevers Road, RR zone as shown on plans prepared by Design Professionals, Inc. , Job. No. 92-611, dated November 11, 1992- and revised through December 2, 1992. This approval is subject to the following conditions: 1 . Two blueprint copies of the entire set of final 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. 2. Construction activities shall be subject to the approval of the Town Engineer. 3 . The applicant shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . The permit is valid for three years and shall expire on December 7, 1995. 5 . All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact person shall be identified directly on the final plans. 7 . We recommend a bond in the amount of $5000.00 to be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sedimentation control measures. DESIGN-PRQFESSICNRLS TEL No . Dec . 8 ,92 10 :06 P .01 r ,yeI n rofe?.solonals, inc, I civil engineers a planners • surveyors TELECOP I tR TRANSMISSION DATE- r �^ 1' 7... RFt©J. ND.— `'1-6s1 rL.PASE DELIVER THE i"OLLOW I NG PAGE M TO N�1t11's.. 9.V .l AI'm ETT.A_-..~IcY,,,,a . ,�� F 1 ELEUUP'Y NU. A-A-.5"7.0 F I rim:.�,��.— c,;.►P) cif 4 ,.a71� G+,�►,,�{,�, •, f ! ; A A ! DES I13N PROFESS I OVALS v INC. 7UtAL NUMBER OF PAGES ( INCLUDING THIS COYER PAGE) . jr YOU "AVIE ANY QUESTIONS WITH fiN 1 S TRANSMISSION, PLEASE CONTACT e ...._._._. .�. AT (203) P91 A7RS 441C Governors Highway, South Windsor, CT W74 + (203) 291-9155 + FAX: (203) 291-0757 DESIGN_PROFE88IONALS TEL No . Dec . 8 ,92 10 :06 P .02 HIGHLANDSCA becember 2, 1992 Design Professionals Inc. 441C Governors Highway Sou Ch Wir ,dsor, CT 06074 RE; PERMEABILITY SAMPLE EL"AHM SITE Nls ERS ROAD, SDI M WINGSOR Lamar Joe. I have empleted the permeability study on the satrples I cvllecteJ frcm We above--referenced site. 'he samples were obtained from the stratified sand and gravel substratum. Due to the coarse nature of the substratum, I was forced 4 into swVling a sand layer which typically gives a slower permeability rate than the coarsen gravel and cobble layers. The sample was obtained using a soil core sampler and the results were generated using the constant head method on a saturated undisturbed core. The permeability for the collected smples are 400 feet/day. If you have any questions or need any additional information feel free to ral1 me at 742-5868. Very truly yours. John P. lanni Profesatonal Sail Scientiak i P.O.Box 337 Storm.Carnw dcut 06269 a (203)742-S868 M E M O R A N D U M December 10, 1992 TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Wyndemere Court - #92-43P .We have reviewed the revised drawings and drainage analysis dated December 2, 1992 for the proposed Wyndemere Court and have the following comments: 1 . Site Plan a. Many of proposed storm pipes have less than the min. two ZJ� foot of cover over top allowed by Town standards. b. PVC pipe is indicated - This should be ADSN12 type o« pipe or equal if plastic pipe is to be utilized. C( PCatch basins numbers 1 to 5 should utilize trap hoods � ( , to prevent oils and gasoline on the pavements from being ��► placed into the ground via the dry wells . ,A d � The demarcation between the sanitary easement to the ► �,�,, r1 Town and to NIP Charlton should be made clearer. `b 2 . Plan & Profile should show proposed easements . ('S4 3 . Construction detail sheet - bituminous curb detail should show tack coat applied before curb is installed. JCl/jsv cc: Michael J. Gantick, Director of Public Works M E M O R A N D U M December 10, 1992 TO: Marcia A. Banach, Director of Planning FROM: * Jerry C. Iazzetta, Town Enginee RE: Wyndemere Court - #92-43P We have reviewed the revised drawings and drainage analysis dated December 2, 1992 for the proposed Wyndemere Court and have the following comments: 1. Key Map - should be drawn to 1" = 100" scale. 2 . Site Plan a. Many of proposed storm pipes have less than the min. two foot of cover over top allowed by Town standards . b. "PVC pipe" is indicated - This should be ADSN12 type pipe or equal if plastic pipe is to be utilized. C. Catch basins numbers 1 to 5 should be sedimentation structures, type II (see attached detail) , to prevent oils and gasoline on the pavements from being placed into the ground via the dry wells . d. The demarcation between the sanitary easement to the Town and to N/F Charlton should be made clearer. 3 . Plan & Profile should show proposed easements . 4 . Construction detail sheet - bituminous curb detail should show tack coat applied before curb is installed. JCl/jsv „. C ' 1 , 1 � 1 A II A .- + ` � I -- I II J -f PLAN Y CONSTRUCTION JOINT-SEALED N.S WITH I"Ora, BUTYL RU88ER OR EQUIVALENT 4” I-BEAM (9.5 LBS./FT.) STD.TYPE C.B. ADJUST TO GRADE WITH MAX, F FRAME a COVER $TO.M.N.FRAME COURSE! OF BRICK 0 TWO 1!COVER fw—CUR8 LINE -f0�"-7M I 2 I /B �a 10"MIN. B 4•:�.•I 2-ff a 3/" �:.•v'.�: HEIGHT OF BAFFLE «: INSIDE _iv •� EVEN WITH IE OF HEIGHT 4 4' n OUTLET PIPE " 8"CONC. VARIES BAFFLE (SEE NOTE 1) .A. Q so—on go—D" SECTION A—A N.Ts SECTION B—B N.T.S. NOTES: 1• BAFFLE CONSTRUCTION TO BE OF CAST MATERIAL WITH THRU HOLES AB FLOWLINE,OR MORTARED CEMENT BLOCKS WITH WEEP HOLES ABOVE ABOVE OUTLET LINE. OUTLET FLOW 2• SEE STANDARD DETAILS FOR TYPE'C'CATCH BASIN FRAME&COVER,CAST 1 MANHOLE FRAME&COVER,MISCELLANEOU SECTION. S MANHOLE DETAILS,AND TYPICAL BENCH 3• ALUMINUM STEPS SHALL BE INSTALLED AT tr VERTICAL INTERVALS FROM 12" (MAX.)BELOW TOP OF FRAME ELEVATION TO 12"(MAX.)ABOVE INSIDE BOTTOM ELEVATION AT EACH ACCESS POINT. (SEE STEP DETAIL,PG.71) 4• STRUCTURE SHALL MEET H-20 LOADING CRITERIA. TOWN OF SOUTH WINDSORFSEDIISTANDARD ENTATION STRUCTURE APPROVED DETAILTYPE �JANUARY, 1991 q ` PUBLIC MORKS DIRECTOR' _._ _35 TOWN CLBIc Z661 v z AON AGENDA TOWN OF SOUTH jiiINDSOR ARCHITECTURAL & DESIGN REVIEW BOARD THURSDAY, DECEMBER 10, 1992 SPRENKEL ROOM 5:30 PM (Please call the Planning Dept. , 644-2511, ext. 253 if you will -be absent.) . CALL TO ORDER . PUBLIC PARTICIPATION NEW BUSINESS: Review/discussion of the .following: 1. Appl. 192-43P, Wyndemere Court - Special Exception to Article 4.1.12 of the Zoning Regulations and Site Plan of Development for a 14 unit Senior Residence Development on 1.7 +/- acres located at 184 Nevers Road, RR zone OTHER BUSINESS OLD BUSINESS CORRESPONDENCE/REPORTS ADJOURNMENT I ' 7 V` ; 'r r e owN e � Tlo 014 S W&U&ot 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 ��osoR.co AREA CODE 203/644-2511 December 11, 1992 Louise Evans, Chairperson South Windsor Planning & Zoning Commission DEC 141992 1540 Sullivan Avenue South Windsor, CT 06074 South Windsor RE: Application #92-43P, Wyndemere Court Planning & Zoning Commission Dear Ms. Evans: The above-referenced application was presented to the South Windsor Water Pollution Control .Authority on December 1, 1992 for sewer system approval. Consideration for approval of the sewer system was delayed by the WPCA because of two objections raised by the WPCA. It is the purpose of this letter to advise the South Windsor Planning & Zoning Commission of these two objections. The plan presented to the WPCA showed the individual unit sewer pipes going from unit to unit beneath the buildings and then exiting the buildings at four locations. If the buildings were all to remain under one ownership, this configuration may be acceptable. However, there is no assurance that ownership of these units would not be sold to individuals in the future. The WPCA will not approve any sewer system which permits one owner's sewer pipe to pass under the structure of another owner. When such a system was presented to the WPCA in a condominium complex on Ellington-Road, we required that the sewer pipe from each unit exit that unit and be connected to a common lateral outside of the building. This is what will be considered when the developer returns to the WPCA for further consideration. Also, the developer proposes to bring his sewer connection across the grassed area at our Community Center to avoid going into the roadway. However, they propose to direct the termination of their line North-Westward back into the roadway for eventual service to the land North of their development. The WPCA does not concur with the concept. We see, no reason why the developer should be given access to a right-of-way over Town property to simplify their sewer IJ Louise Evans, Chairperson South Windsor Planning & Zoning Commission December 11, 1992 Page 2 construction and provide no right-of-way over their own property for potential sewering of the property to the North. The WPCA is of the opinion that provisions can be made to extend the sewer line to the North property line of the developer's property without having to consider tearing up Nevers Road in the future. We are aware of the large trees the developer is trying to save but we are of the opinion that proper planning of the entire front yard can accommodate such a sewer lateral as part of the plan. I understand that the developer has met with Town staff and has prepared an alternate design showing the lateral to the North completely on their property. Keep in mind that Town Council approval with a satisfactory easement may be required for the line going across the Community Center property. We wish to make this letter a matter of record for the December 15, 1992 public hearing of the South Windsor Planning & Zoning Commission. Very truly yours, L L��>ZG/lfa Jose J. Carin , Chairperson South Windsor Water Pollution Control Authority JJC/asb PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Depa tments have received plans for the following project: # h Zone (2 Acreage Subdivision Site Plan_ Residential No. of Lots/Units Commercial Industrial Location: 2 cry Jam„ Project Description: � Future Town-owned property involved? Yes No X (a) new streets (existing frontage also) (b) new open space/recreation area .active passive (c) new detention area Planning Department comments Please let me know by E( 121is/9 Z if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. PLANNING DEPARTIMNT IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, F Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James Sno FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Depa tments have received plans for -the following project: # d y3/0 Zone_ Acreage 11ir Subdivision - Site Plan_ Residential No. of Lots/Units Commercial Industrial Location: Project Description: �,, ,�� _ _ a� 60.nryLe- Future Town-owned property involved? Yes No X (a) new streets (existing frontage also) (b) new open space/recreation area .active passive (c) new detention area Planning Department commentsOa Please let me know by iz�is if you will have comments on this plication so that I can follow up with your department when I do a P nning Department report. 1 f PLANNING DEPAR71T IN-HOUSE REFERRAL.FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, red Shawl Sgt. Gerald Lewis, Fire Marshall Lanning, James now FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Depa tments have received plans for the following project: # d y3/0 Zone Acreage C Subdivision Site Plan-_ Residential No. of Lots/Units Commercial_ Industrial Location: Project Description: �,, ,�" /���. ,✓ ��v� �(m-nrYz �L Future Town-owned property involved? Yes No X (a) new streets (existing frontage also) (b) new open space/recreation area active passive (c) new detention area Planning Department comments LL Please let me know by �s/�Z if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. 'C _ -�- -�- PLANNING DEPART ' IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, Fred Shaw, Sgt. Ge Snow Fire Marshall Lanning, James FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Depa tments have received plans for the following project: # a y3 Zone Acreage Subdivision Site Plan—__Y� Residential No. of Lots/Units Commercial Industrial Location: Project Description: Future Town-owned property involved? Yes No X (a) new streets (existing frontage also) (b) new open space/recreation area .active passive . (c) new detention area Planning Department comments-,,, v Please let me know by !� is/9 Z- if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. lu dAA*� 1410 MEM0RAHDUM December 15, 1992 TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Wyndemere Court It is recommended that if the proposed drywell system is utilized, that a maintenance plan for cleaning the catch basins and drywells be presented. This plan is to be reviewed by Engineering and if approved become part of the deed restrictions and approval conditions. The proper maintenance of this system is critical if the system is to operate properly. As an alternate, the applicant may wish to utilize the existing storm water outfall to Plum Gully and delete the drywells . If this is pursued, the outfall pipes must be upgraded to accept the additional storm water. With the outfall to Plum Gully so close to this site, the peak discharge from the site would reach Plum Gully long before the upstream peak. JCl/jsv cc: Michael J. Gantick, Director of Public Works fay tw6��.-�Z��•v9 /S. 7V t3�' 8 - -- AOw" aE4 SIOU& CW&U&Ot U s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R.Co�' AREA CODE 203/644-2511 RECEIVED MAR 23 1993 December 21 , 1992 S0.iNINDSOR PLANNING DEPT. Mr . Robert Arsenault Design Professionals 433C Governors Highway South Windsor , CT 06074 RE : Wyndemere Court Senior Residence Development Nevers Road, South Windsor Dear Mr . Arsenault : The South Windsor Water Pollution Control Authority , at its regular meeting of December 15 , 1992, approved the 14 unit Wyndemere Court Senior Residence Development on Nevers Road, as detailed on plans entitled "Wyndemere Court Senior Residence Development, Nevers Road, prepared by Design Professionals, Inc. , Project #92-611 , Dated 11/11/92, Last Revision 12/ 02/92, subject to the following conditions : 1 . Town Engineering technical approval obtained; 2 . Town Council approval for granting of an easement across Town property, if so required; 3. Installation of 4 inch sewer laterals inside units and 6 inch sewer laterals outside of the units ; 4 . Installation of lateral to serve property to the North and said lateral to extend to property line and have two clean- outs as shown on the plans . 5. Final Authority approval and acceptance of the sanitary sewerage system will be given once sewer has been installed and inspected by the Town staff, and based r Mr . Robert Arsenault December 21 , 1992 Page 2 upon the written verification of the Town staff that said sanitary sewer was installed by the developer 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 ; and 5 . This approval letter must be superimposed into the final approval plans. Very truly yours , Jo ph Carino, Chairman Water Pollution Control Authority Town of South Windsor cc: Jean E . Zurbrigen, Town Manager Michael J. Gantick , Director of Public Works Jerry lazetta, Town Engineer Marcia Banach, Director of Planning ✓ John Collins , Chief Building Inspector John McCahill , Zoning Enforcement Officer ■ C?esigp rofessionals, inc. civil engineers • planners • surveyors LETTER OF TRANSMITTAL ■ TO: Marcia Trsanach - pi recrtor of planning DATE: Dt-rt-Mber 3.0, 1_999 Town of South Windsor 1540 Sullivan Avenge South Windsor, rt. 06074 REGARDING: Wyndemere Court PROJ. NO. 92-611 Nevers Road WE ARE SENDING YOU: for your use at your request for approval for your files _X_ for review and comment THE FOLLOWING: Three (3) blueprint copies of revised plans with modifications based on W.P.C.A. approval and comments generated by Town Staff. Please note that: 1. These revised plans do not contain ,architectural or Tandscape plans. 2. Sight Tines have b ign meamired i n the f i el , as shmm on the plans and ar .mre than ad.=iate Tor a=reaching travel speeds. ( a c Eq f the plans T have been sent to Scat- C,Pra 1 d T agi s for his reviper. 3- A maintenance Program for the d the catch basin sizps-periodical ly(see note#191 - Please do not hesitate to call shouldd vr_reppi re additional information. Than,c. You. Design Professionals, Inc. By: cc: Sergeant Gerald Lewis Jo eph J. Perna - Project Engineer Technical Services Division 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 0 FAX: (203) 291-8757 10+M SC44 LETTER OF TRANSMITTAL ���DSOR•Go��� PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203) 644-2511 DATE TO: WE ARE SENDING YOU: P & Z initial plansMA* � Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies Appl. No. Proiect 3 THESE ARE TRANSMITTED as checked below: X For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: � CO IgIn Copy to: From: I'�C ■ esign 9 ? onals,ofessi inc. civil engineers • planners • surveyors LETTER OF TRANSMITTAL ■ TO: Marr-'a ��Pnarh - lei rec-rtor of P1 anni na DATE: r)Pr_tmMbt=r 30, 1999 Town of South Windsor 1540 Sullivan Av _nu _ South Wi ndsnr, rt- 060.74 REGARDING: MMdemere (`oLrt PROD. NO. 92 631 Never.,; Road WE ARE SENDING YOU: for your use at your request for approval for your files for review and comment THE FOLLOWING: Three (3) blueprint copies of revised plans with modifications based on W P.0 A approval and cormi-pants generated by Town Staff, Please note that: 1. These revised plans do not contain Architectural or ' andscapeplans. 2. Sig.t Tines have been mg--a-simed in the fi 16 a-, shc)rm on the ph an.-' and are more than xI.=iate Tor Ppprnarhi nQ travel speeds Ids v o the nl ans —� have been s nt to Sat C era 1 d T,Pwi S for his review-) S� ��G:L fz 40 V 1 lnf ormation. TharLi "Zou. Design Professionals, Inc. By: cc: Sergeant Gerald Lewis . Jo eph J. Perna - Project Engineer Technical Services Division 441C Governors Highway, South Windsor, CT 06074 • (203) 291-8755 0 FAX: (203) 291-8757 M E M O R A N D U M January 41 1993 TO: Marcia Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: WYNDEMERE COURT - 92-43P We have reviewed the revised drawings dated 12-29-92 for Wyndemere Court and have the following comments . 1 ) Intersection sight distance to the north is indicated as 350'± . What is the design speed of Nevers Road? This sight distance meets the minimum standard for 35 MPH design speed but does not meet the minimum standard for 40 MPH. 2 ) Sheet 2, note 18 indicates that CB's 1 to 5 shall have trap hoods . The detail for the catch basins should show this . 3 ) Sheet 21 note 19 indicates "A maintenance program shall be included in the condominium documents and shall include cleaning of the catch basin sumps on a yearly basis . " The note makes no mention of the dry wells whose maintenance was a concern of ours . Please have applicant place the "maintenance program" on the sheet(s) that are to be filed and have the maintenance of the dry wells addressed. JCI :bmr r BUBARIS TRAFFIC ASSOCIATES, INC. SITE CODE : S. WINDSOR, CT PAGE: 1 Location : NEVERS RD SB @ WYNDEI�ERE COURT FILE: S-NEVERS Weather : CLEAR AND DRY Operator J G BUBARIS DATE: 1/23/93 -------------------------------------------------------- TIME TOTAL SPEED WdS (109) AVERAGE BEGIN COUNTED 0-15 16-20 21-25 26-30 31-35 36-40 41-45 46-50 51-55 56-60 61-65 66-70 70+ (MPH) ---------------------------------------------------- - 4:00 60 0 0 0 2 5 30 19 3 1 0 0 0 0 39 5:00 89 0 0 0 1 9 34 34 9 1 1 0 0 0 40 6:00 111 0 0 0 4 26 47 28 6 0 0 0 0 0 38 7:00 51 0 0 0 1 9 20 12 8 1 0 0 0 0 39 8:00 35 0 0 0 2 4 7 12 6 4 0 0 0 0 42 9:00 33 0 0 0 0 9 12 8 3 0 1 0 0 0 39 10:00 30 0 0 0 3 5 12 6 3 1 0 0 0 0 38 11:00 27 0 0 0 0 5 13 "5 4 0 0 0 0 0 39 -------------------------------------------------------- DAY TOTAL 436 0 0 0 13 72 175 124 42 8 2 0 0 0 39 BUBARIS TRAFFIC ASSOCIATES, INC. SITE CODE : S. WINDSOR, CT PAGE: 2 Location : NEVERS RD SB @ WYNDEMERE COURT FILE: S-NEVERS Weather : CLEAR AND DRY Operator. : J G BDBARIS DATE: 1/24/93 ------------------------------------------- -------------------------------------------------------------------------- TINE TOTAL SPEED RANGES (XPH) AVERAGE BEGIN COUNTED 0-15 16-20 21-25 26-30 31-35 . 36-40 41-45 46-50 51-55 56-60 61-65 66-70 70+ (MPH) ---------------------------------------------------------------------------------------------- 12:00 AN 7 0 0 0 0 3 2 2 0 0 0 0 0 0 37 1:00 5 0 0 0 1 0 1 0 2 0 1 0 0 0 44 2:00 3 0 0 0 0 1 1 1 0 0 0 0 0 0 38 3:00 4 0 0 0 0 2 0 2 0 0 0 0 0 0 38 4:00 2 0 0 0 1 0 0 1 0 0 0 0 0 0 35 5:00 5 0 0 0 0 0 2 2 0 0 1 0 0 0 44 6:00 5 0 0 0 0 1 0 3 1 0 0 0 0 0 42 7:00 10 0 0 0 0 0 1 6 3 0 0 0 0 0 44 8:00 32 0 0 0 1 9 12 6 2 2 0 0 0 0 38 9:00 89 0 0 0 2 13 34 28 10 2 0 0 0 0 40 10:00 106 0 0 0 1 22 39 32 10 1 1 0 0 0 39 11:00 95 0 0 0 1 15 39 29 10 1 0 0 0 0 39 12:00 PM 142 0 0 0 6 18 50 51 16 1 0 0 -0 0 39 1:00 97 0 0 0 2 12 35 34 13 1 0 0 0 0 40 2:00 72 0 0 1 4 5 35 16 11 0 0 0 . 0 0 39 3:00 80 0 2 0 4 21 34 18 1 0 0 0 0 0 36 4:00 84 1 0 1 0 15 33 27 7 0 0 0 0 0 39 5:00 62 0 0 0 1 10 25 21 4 1 0 0 0 0 39 6:00 63 0 0 0 2 11 23 21 6 0 0 0 0 0 39 7:00 61 0 0 0 2 16 27 10 4 2 0 0 0 0 38 8:00 23 0 0 0 1 4 10 4 2 2 0 0 0 0 39 9:00 34 0 0 0 0 6 17 8 3 0 0 0 0 0 39 10:00 16 0 0 0 0 5 6 2 1 2 0 0 0 0 39 11:00 4 0 0 0 0 1 2 0 1 0 0 0 0 0 39 ------------------------------------------------------------------------ DAY TOTAL 1101 1 2 2 29 190 428 324 107 15 3 0 0 0 39 1, BUBARIS TRAFFIC ASSOCIATES, INC. SITB CODE : S. WINDSOR, CT PAGE: 3 Location : NEVERS RD SB @ WYNDENERE COURT FILE: S-NEVERS Weather : CLEAR AND DRY DATE: 1/25/93 Operator. : J G BUBARIS TIME ----7 'TOTAL SPEED RANGES (MPH) AVERAGE BEGIN COUNTED 0-15 16-20 21-25 26-30 31-35 36-40 41-45 46-50 51-55 56-60 61-65 66-74 70+ (MPH) ---------------------------------------------------------------------------------------------------------------------------------- 12:00 AM 6 0 0 0 0 1 0 1 2 2 0 0 0 0 46 1:00 3 0 0 0 0 0 0 2 0 0 1 0 0 00 08 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 2 0 0 0 0 0 4 0 1 U 0 0 0 0 0 4:00 0 0 0 0 0 0 0 0 0 5:00 9 0 0 0 0 2 4 3 0 2 0 0 0 0 39 6:00 51 0 0 1 1 12 17 14 4 7:00 145 0 0 2 7 17 54 51 12 2 0 0 0 0 40 8:00 96 0 0 0 1 13 36 31 13 2 9:00 71 0 0 0 2 15 21 21 8 0 0 0 0 0 38 10:00 51 0 0 1 3 13 18 10 6 11:00 66 0 0 0 4 15 21 17 � 2 0 0 . 0 0 39 12:00 PSI 67 0 0 1 3 10 28 16 1:00 66 0 0 1 2 9 17 24 8 5 0 0 0 0 40 2:00 81 0 0 0 2 8 25 32 14 0 3:00 84 0 0 1 2 9 25 30 1� � 0 0 0 p 40 4:00 82 0 0 1 2 8 31 28 5:00 78 0 0 0 2 8 33 22 12 3 0 0 0 0 401 6:00 85 0 0 0 1 8 33 27 12 7:00 72 6 0 0 1 15 19 27 7 1 2 0 0 0 40 8:00 40 0 0 0 1 7 15 11 4 2 9:00 18 0 0 0 0 2 4 8 3 1 0 0 0 0 45 10:00 9 0 0 0 0 0 1 3 4 11:00 3 0 0 0 0 0 2 1 0 0 0 0 0 0 39 ------------------------------------------------------------------------------------------------------------------ DAY TOTAL 1185 0 0 8 34 172 404 379 145 37 5 1 0 0 40 1 , \ BUBARIS TRAFFIC ASSOCIATES, INC. SITE CODE : S. WINDSOR, CT PAGE: 4 Location : NEM RD SB @ WYNDEME COURT FILE: S-NEVERS Weather : CLEAR AND DRY DATE: 1/26/93 Operator. : J G BUBARIS ---------------------------------------------------------------- TIHE TOTAL SPEED RANGES (MPH) AVERAGE BEGIN COUNTED 0-15 16-20 21-25 26-30 31-35 36-40 41-45 46-50 51-55 56-60 61-65 66-70 70+ OPH) ----------------------------------- ----------------------------------------------------------------------------------------------- 12:00 AN 6 0 0 0 0 0 3 1 2 0 0 0 0 0 42 1:00 1 0 0 0 0 0 0 1 0 0 0 0 0 0 43 2:00 2 0 0 0 0 0 1 1 0 0 0 0 0 0 40 3:00 2 0 0 0 0 0 0 0 1 0 1 0 0 0 53 4:00 6 0 0 0 0 0 1 2 2 0 1 0 0 0 46 5:00 5 0 0 0 0 2 1 0 2 0 0 0 0 0 40 6:00 18 0 0 0 0 7 7 2 2 0 0 0 0 0 37 7:00 5 0 0 0 0 1 3 0 1 0 0 0 0 0 39 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 64 0 0 0 1 8 24 18 11 2 0 0 0 0 40 10:00 12 0 0 0 1 1 3 5 2 0 0 0 0 0 40 11:00 27 0 0 1 2 5 8 3 8 0 0 0 0 0 39 12:00 PH 62 0 0 0 2 8 24 22 4 2 0 0 •0 0 39 1:00 67 0 0 0 0 12 21 28 4 2 0 0 0 0 40 2:00 108 0 1 2 1 7 27 48 19 3 0 0 0 0 41 3:00 71 0 1 0 3 10 23 22 8 4 0 0 0 0 308 4:00 114 0 0 1 7 23 44 26 10 2 1 0 0 0 5:00 94 1 0 1 11 29 34 15 3 0 00 0 0 0 37 6:00 65 0 0 0 8 14 28 9 5 1 7:00 39 0 0 1 2 3 11 19 2 1 0 0 0 0 38 8:00 28 0 1 0 1 7 8 7 3 9:00 56 0 0 0 3 12 21 14 6 0 0 0 0 0 43 10:00 14 0 0 0 1 1 1 5 11:00 4 0 0 0 0 0 0 2 1 1 0 0 0 0 46 -------------------------------------------------------------------- DAY TOTAL 870 1 3 6 43 150 293 250 101 19 4 0 0 0 39 1 f BUBARIS TRAFFIC ASSOCIATES, INC. SITE CODE : S. WINDSOR, CT PAGE: 5 Location : NEVERS RD SB @ WYNDEMERE COURT FILE: S-NEVERS Weather : CLEAR AND DRY DATE: 1/27/93 Operator : J G BUBARIS ----------- --------- --------------- -------------------------------------------------------------------------- - --- ---------- TIME TOTAL SPEED RANGES (MPH) AVERAGE BEGIN COUNTED 0-15 16-20 21-25 26-30 31-35 36-40 41-45 46-50 51-55 56-60 61-65 66-70 70+ (MPH) ----------------------------------------------------------------------- 12:00 AM 1 0 0 0 0 0 1 0 0 0 0 0 0 0 08 1:00 0 0 0 0 0 0 0 0 0 0 0 2:00 2 0 0 0 0 0 1 0 0 1 0 0 0 0 50 3:00 2 0 0 0 0 0 0 0 1 4:00 1 0 0 0 0 0 1 0 0 U 0 0 0 0 38 5:00 6 0 0 0 0 2 2 1 1 6:00 61 0 0 1 1 11 22 17 7 0 0 0 0 0 38 7:00 110 0 0 0 4 20 44 38 4 8:00 96 0 0 2 5 16 33 28 10 U 0 0 0 0 40 9:00 74 0 0 1 0 13 20 32 8 10:00 54 0 0 0 1 10 18 16 7 1 0 0 0 0 39 11:00 69 0 1 1 3 12 19 20 12 12:00 PM 76 0 0 1 2 11 22 26 11 4 0 0 0 0 400 1:00 76 0 0 0 1 10 23 24 14 2:00 83 1 0 2 1 8 31 26 11 4 0 0 0 0 400 3:00 68 0 0 0 1 11 16 28 8 DAY TOTAL 779 1 1 8 19 124 253 256 94 22 1 0 0 . 0 40 1, BUBARIS TRAFFIC ASSOCIATES, INC. SITE CODE : S. WINDSOR, CT PAGE: 1 Location : NEVERS RD SB @ WYNDEMERE COURT FILE: S-NEVERS Weather : CLEAR AND DRY DATE: 1/23/93 Operator • J G BUBARIS ---------------------------------------------------------------------------------------------------------------------------------- PLOT OF SPEED DATA FROM: 1/23/93 4:00 PH TO: 1/27/93 3:00 PH -------------------------------------------------------------------------------------------------------- 100 --------------------------------------------------------------- ----- ----- -- 80 ------------------------------------------------------------------------------ $ OF VEHICLES 60 ------------------------------------------------------------------------------ < GIVEN SPEED y 40 + ------------------------------------------------------------------------------ S 20 + ---------------------------*-------------------------------------------------- f 0 15 20 25 30 35 40 45 50 55 60 65 70+ SPEED (MPH) SPEED DATA STATISTICS --------------------- Average speed of all vehicles - 39 MPH Median speed (50th) - 38 MPH 85th Percentile Speed - 43 MPH 15th Percentile Speed - 33 MPH Number of vehicles > 55 MPH - 16 Per Cent vehicles > 55 MPH - 0 $ Pace Speed (10 MPH) - 36 - 45 Per Cent vehicles in pace 66 BUBARIS TRAFFIC ASSOCIATES, INC. PAGE: 1 SITE CODE : S. WINDSOR, CT Location : NEVERS RD SB @ WYNDEMERE COURT FILE: S-NEVERS Weather : CLEAR AND DRY DATE: 1/23/93 Dperator. : J G BUBARIS ---------------------------------------------------------------------------- PLOT OF SPEED DATA FROM: 1/23/93 4:00 PM TO: 1/27/93 3:00 PM ---------------------------------------------------------------------------------------------------------------------------------- 2000 ------------------------------------------------------------------------------ 1600 ------------------------------------------------------------------------------ OF VEHICLES 1200 ( ----- ----------------------------- ----------------------------- + - ----- ----------------------------------- --- 800 --------------------------- --- 400 0 15 20 25 30 35 40 45 50 55 60 65 70+ SPEED (MPH) SPEED DATA STATISTICS •-------------------- Average speed of all vehicles - 39 MPH Median speed (50th) - 38 MPH 85th Percentile Speed - 43 MPH 15th Percentile Speed - 33 MPH Number of vehicles > 55 MPH - 16 Per Cent vehicles > 55 MPH - 0 $ Pace Speed (10 MPH) - 36 - 45 Per Cent vehicles in pace - 66 40+M scq� LETTER OF TRANSMITTAL s �'�OSOR•CO�� PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR. CT 060747 ( 203) 644-2511 DATE TO: WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate .requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Co Ries A 1.. No. Pro ect 3P THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: �2 COMMENTS: R.1E 0 E_] r4E D s q 0 0 Copy to: From: 400" 4 0l� ?esigo fessionals,o inc. civil engineers • planners • surveyors LETTER OF TRANSMITTAL ■ A aLK - �G DATE:of C -o�G+ J TO: 1�40 ��sl wti� Qa��wE. SouTk Cj)juD$eV GT. ©bcS?4— �, c�(Z1✓REGARDING: PROJ. NO. �' - WE ARE SENDING YOU: for your use at your request for approval for your files for review and comment THE FOLLOWING: oe a 1F)GAilo►aS pad NA M EF i;Q. aur,, 11guF r5E5A,) vlsEo ?-asp oN 31►s conln NTS� . wnK iZ7_-*v)sEC> 1C1J)C=K_7L1 JE A&AQ - ►c va►a p�,.EPAQfD �-1 � ►S /��GIA'CrcS t,J) 6E 5C16W41'�"TF..P � Tlt>F' EAJQ of TN1S k1EEK. Q(�as� flca udf µ mjE -ro cola jr- Design Professionals, Inc. By: -::!�* ?oA 441C Governors Highway, South Windsor, CT 06074 9 (203) 291-8755 0 FAX: (203) 291-8757 esigr) Kofessionals, inc. January 29, 1993 civil engineers • planners • surveyors ■ � ��� Sgt. Gerald Lewis South Windsor Police Services/Traffic Authority Sand Hill Road 4 Sr-Uth Wi-ndsor . CT 06074 FEB 1 1993 Dear Sgt. Lewis: South Windsor Planning & Zoning Commissbo Re Wyndemere COUrt revers Road Project No. 92--611 As outlined in the meeting this morning with you. Michele Lipe of the Planning Department, Jim Bubaris, P.E. of Bubaris Traffic: Associates and staff of Design Professionals,, we have the following data relative to the Wyndemere Court elderly housing development on Nevers Road: 1 . Bubaris Associates installed a. speed classifier on Never Road at SNET c)c,].e No. 3064. a distance of about 45 feet -north of the proposed site drive., to continuOUSly sample southbound travel speeds between the period from Saturday, January 23. at 4-:00 P.M. ,. thrOUgh Wednesday JanUal-y 27 at 3:00 P.M. 2. Dubaris Associ;ates ' seven P,:.kge COMPL.ttef- printout is attached for V. OUr review. As Mr . Bubaris e,.Plained, the first five attachments summarize the nLkmber of vehicles sampled tre-velli-rig each speed increment by hour . The total counted for- the day are SUmffiar1 .Z.Cad or-, each sheet with the average speed computed for each hOUF and for each day. The sixth attachment includes a percentile plot for the entire sampling wherein the average and median speeds are 39 MPH and 38 t1PH, respectively, and the 85th percentile speed is 43 MPH. The seventh attachment includes a plot of total numbers travelling each speed increment. 3. Jim further explained that 43 miles per hour is the design speed , or this section of roadway since the E35th percentile is the value traffic engineers typically utilize,, and that the State D.O.T. recommends a minimum available sight distance of 419 -feet for a 43 MPH design speed. 4. This sectiQn of road is a school zone and is posted for 25 MPH in both directions. It is quite obvious that this is being violated by virtually all motorists regardless of the time of day, and regardless of the day of week . 441C Governors Highway, South Windsor, CT06074 0 (203) 291-8755 0 FAX: (203) 291-8757 _j Desiqn Professionals. Inc. sei-it a survey field crew out to the site to take topographic elevations of the road for a distance including available sight line and beyond. A sight line profile was thus prepared, measuring available sight lines- froav the proposed site drive location at distances of 10 feet back and 20 feet back of the nearside Never Road travelway, at a viewing height of 3.5 -feet to an object height of 3.5 feet : It is CRILAr understanding that the Connecticut stio-vidard for available sight distances is 10 feet back , however . 20 -feet back is desirable. but nOt reQUir9dK 6. At 10 feet back, we found the, available sight distance to be 431 feet. , which t1r. Bubaris indicated was in excess of the reqUired 419 feet. At 20 feet back, We also fOL4.1id the available sight distance to be 43H. feet but ortl--v after removing the second evergreen tree along the site's road froj-jtaqt-__ . AlthrAtgh this is not -necessary to ai-hieve ref-)Lkired sight line,our client has expressed his willintiness to remove this tree, if you recommend that he do so. The other evergreen is to be removed to accommodate the py-oposed It is our understanding that a Police Services/Traffic Authority report will be forwarded to the Planning Department today or Monday. We WOUld aDpreCiate receiving -a copy via fax transmission prior to Tuesday night 's PZC meeting. Our fax number is 291-87157. Sincerely, Design Professionals. Inc. By MM, ob r J. Arsenault , P.E. Principal cc: Michele Lipe,, Plan-i-ting Department Brian Edwards Jim Bubariss, P.E. Peter DeMallie Joseph Perna ■ Ce�sign [)ro essionals, inc.■ ay,South Windsor, CT 06074 (203) 291-8755 FAX: (203) 291-8757 civii engineers * pianners * surveyors 441C Governors Highw 4orM st�� LETTER OF TRANSMITTAL o � 4�hOSOt•CO�.�. PLANNING DEPARTMENT TOWN .OF SOUTH WINDSOR 1540 SULLIVAN AVENUE a SOUTH WINDSOR .CT 06074 3 (203) 644-2511 DATE TO: TEr�n7 ;L/1 Z2 c TT* nWtV t r)6-:Z;,v c-F 2 WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate .requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other �����f� yrvv Correspondence ,,2vo. �.•vr--o . Copies A 1. No. Pro ect i g'z - y' /o � w Pivot=fit kc'— CevYZ-�" THESE ARE TRANSMITTED as checked below: __�6 For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY. COMMENTS: �e i n ✓f r Copy to: From8AA# : # �� 93 MEMORANDUM Town Of South TO: Michele Lipe, Planning Department )W'iondsor FROM: sergeant Lewis DATE: 01 February 930 PoliceServices SUBJECT: Wyndemere Court Construction Project I have reviewed the traffic analysis report provided by Bubaris Traffic Associates, along with a letter detailing the results of this report prepared by Design Professionals, relative to the Wyndemere Court Project. After reviewing this information I conferred with the State of Connecticut Department of Transportation, Office of Traffic Engineering, who confirmed that sufficient site line to the north exists under D.O.T. criteria for project approval. Based on this information and after conferring with Chief Tyler, Traffic Authority for the Town of South Windsor, approval is hereby given for this project to proceed as planned. I would request that the developer remove the evergreen tree along the site's frontage so that the maximum site line to the north can be achieved at 20 feet back. Sgt. Gerald S. Le is Traffic Services unit Manager cc: Design Professionals, Inc. file APPROVED: DATE: SWPS-4 (Rev. 9/87) I. Louise C. Evans, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on February 16, 1993 the Planning and Zoning Commission granted to Brian K. Edwards a Special constructiontof Article 4 . 1. 12 of the Zoning Regulations to a 14 unit Senior Residence Development on 1 .7 +/- acres. Property Identification: 184 Nevers Road, RR zone - as shown on plans prepared by Design Professionals, Inc. , Job. No. 92-611, dated November 11, 1992 and revised through January 27, 1993. Assessor's Map and Parcel Number: Address: More particularly bounded and described as follows: (legal description from Deed or Mortgage) OWNER OF RECORD: Brian K. Edwards Dated at South Windsor, Connecticut this 18th day of February, 1993 In accordance with CGS Section 8-3d 14MMA-J-,- e RA-Orv't� Loui a C. Evans, Chairman Planning & Zoning Commission Received for record this day of , 19 , at South Windsor, Connecticut. ATTEST: Town Clerk ' D'sM 8F,<� O T0�� 0-ye sloam 71)&U&1at c � 9 e d 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ���� c—R, AREA CODE 203/644-2511 soe February 18, 1993 Brian K. Edwards 26 Pond Lane South Windsor, CT 06074 Dear Mr. Edwards: Re: Application #92-43P, Wyndemere Court We are pleased to advise you that the Planninning Cthelabove- voted on February 16, 1993 to approve with modifications referenced application for a Special Exception to Article 4 . 1 . 12 of the Zoning Regulations and a Site Plan of Development on property located at 184 Nevers Road, RR zone' as shown on plans prepared b992 Design Professionals, Inc. , Job No. 92-611, dated November and revised through January 27, 1993 . 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 $5,000 .00. 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 . A landscape bond in the amount of $3,000.00 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. The evergreen tree on Nevers Road must be removed so that maximum sight line can be achieved. 9 . This application is subject to the approval of the WPCA. Brian K. Edwards Page # February 18, 1993 Application #92-43P 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 letter of approval of this Commission, the Inland wetlands Agency/Conservation Commission, as well as the approval of the WPCA must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days of the date of approval . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, _ c, Louise C. Evans, Chairman Planning & Zoning Commission LCE/pmm cc: Inland Wetlands Agency/Conservation Commission Chief Building Official Town Engineer Supt. Of Pollution Control Assessor Fire Marshal Design Professionals, Inc. SE • Complete items 1 and/or 2 for additional services. i also Wish t0 receive the • Complete.items 3,and 4a 6 b. following services (for an extra • Print year•name and address on the reverse of this form so that we con fee). return this card to you. • Attach this form to the front of the mailpiece,or on the back if space 1. ❑Addressee's Address does not permit. e Write"Retum Receipt Requested-on the maNpkwe below the article number- 2. ❑ Restricted Delivery e The Roum Receipt will show to whom the article was delivered and the dwts delivered. I -Consult stmaster for fee. 3. Article Addressed to: 4a. Article Number P 094. 595 297 BRIAN T EDWARDS 4b. Servioelrype 26 POND LANE ❑ Registered ❑ Insured SOUTHWINDSOR CT 06074 �Certified ❑ COD ❑ Express Mail ❑ Return Receipt-for Merchwdise 7. Date of Delivery 6. Si a ddress") 8. Addressee's Add►esa(On y if requested and fee is paid) 8. kt#NVe(Agent) , PS Form 3811,December 1991 u.S.©.P.o.:1992-soy-B3o DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE TO AVOID PAYMENT OF POSTAGE, $300 Print your name, address and ZIP Code here PZC, TOWN OF SOUTH WINDSOR 92-43P 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 • TOWIlaw FFB 1 7 !993 LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER WEDNESDAY, FEBRUARY 24, 1993 SOUTH WINDSOR - PLANNING & ZONING COMMISSION At its February 16, 1993 Special Meeting, the Commission voted to take the following action: . 1. Approve with modifications appl. #92-43P, Wyndemere Court - Special Exception to Article 4 . 1 . 12 of the Zoning Regulations and Site Plan of Development for a 14 unit Senior Residence Development on 1 . 7 +/- acres located at 184 Nevers Road, RR zone 2 . Approve the settings/reductions/callings of certain bonds Louise C. Evans, Chairman esign 9 ? nc.ofessionals, i civil engineers • planners • surveyors LETTER OF TRANSMITTAL ■ TO: Michele Upe, Assistant Planner DATE: 5 7 3 Town of South Windsor 1540 Sullivan Avenue MAY 27 1993 South Windsor,CT 06074 South Windsor Planning & Zoning Commission REGARDING: &Ddenere Court PROJ. NO. 92-e11 Nevers Road South Windsor,Connecticut WE ARE SENDING YOU: for your use at your request for approval for your files for review and comment x for PZC signature THE FOLLOWING: one washof f mylar and three blueprint sets of plans. Kindly notify this office when the molars have been signed and are ready for filing. Thank you. cc: Brian Edwards Design Pro sionals, Inc. r � By: Peter R. DeMallie Principal 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 • FAX: (203) 291-8757 TOWN OF SOUTH WINDSORC. STAFF SITE CHANGE FOR SITE & SUBDIVISION �'' `� GENERAL: CHANGE ORDER CONTACT PERSON JPp,��.er �,e•s��,Q�c.r Phone No. 9! 755 Address ���.�/ Site Name P&Z No. Owner ,l�5e,4_Aj &e', Phone No. 52:6 5 5/I8 Contractor 2__:157�-•eNj1.uF - Signature of Owner6&4�_ Date: Signature of Design Engr. Date: /� • 93 CHANGE: (Describe location an nat re of change. Include three (3) copies of plan/profile of Change. ) l:Q A-) T72 TF f Reason for Change: (Why is change required) n �sylE�yT. APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant wN st,`� y s 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074 ��'►'o R•C AREA CODE 203/644-2511 SO August 10, 1993 t Mr. Peter DeMallie Design Professionals 4 33C Governor' s Highway South Windsor, CT 06074 RE: COURT SBWER CONSTRUCTION EASEMENT Dear Peter: In regard to the construction of the sanitary sewer main across Town property to service the above referenced proposed project, please find enclosed herewith a Town Temporary Construction Easement form. Please complete this form and return it to this office at your earliest convenience. Please give me a call if you have any questions. Very truly yours, C. F. Shaw Ass' t. Director of Public Works CFS:bmr Enclosure cc: Jerry Iazzetta, Town Engineer / 4.Memo from TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR.CONN.06074 F TO Marcia A. Banach DATE September 14, 1993 Director of Planning L SUBJECT: WYNDEMERE COURT - Nevers Road - across from S.W. High School FOLD- There will be a preconstruction meeting for the above mentioned project on September 22, 1993 at 9 :00 AM in the Sprenkel Room here at the Town Hall. cc: M. Gantick, F. Shaw >B. Davies, L. Braddock, M. Stead, K. Reichle, J. McCahill, J. ollins, B. Lanning, G. Lewis, S.W.P.D. Nr- V 4 B y s ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 q'pSOR-Cora September 22, 1993 Brian Edwards B & M Enterprises 376 Pleasant Valley Road South Windsor, CT 06074 Dear Mr. Edwards: Re: Preconstruction Meeting - Appl. #92-43P, Wyndemere Court September 22, 1993 IN ATTENDANCE NAME COMPANY/ADDRESS TELEPHONE Jerry C. Iazzetta Town of South Windsor 644-2511 ext. 245 Lester Braddock Town of South Windsor 644-2511 ext. 257 Darrell E. Wilcox Wilcox Construction Company 688-9678 399 Broad St. , Windsor 528-5418 Brian Edwards B & M Enterprises 376 Pleasant Valley Road 528-5418 Tom Mason B & M Enterprises 65 Still Field Road, Manchester 644-2511 A. B. Davies Town of South Windsor ext. 240 Sgt. Jerry Lewis TOSW Police Services 644-2551 Marcia A. Banach Town of South Windsor 644-2511 ext. 253 Bob Arsenault Design Professionals, Inc. 291-8755 441C Governor's Highway, SW 291-8755 Peter DeMallie Design Professionals, Inc. 644-2511 John E. McCahill Town of South Windsor ext. 229 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 operations in each area and Brian Edwards - 2 - September 22, 1993 Wyndemere Court maintained/cleaned out during construction. Call Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work. 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 onto Nevers Road. Calcium chloride or water is to be used for dust control as required. Public Works 1 . Four complete sets of approved/revised plans have been provided to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs . Only approved plans are to be used on jobsite. 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 requested for the following: a) After site is staked out b) All drainage work c) Preparation of subgrade, compaction tests as requested by the Town d) Preparation of subbase, six (6 ) inch lifts e) Placement of bituminous concrete, 2 inch layers 3 . Certification of gravel used as subbase will be required by an approved testing company. 4 . No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 5 . As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located as per revised as-built checklist. 6 . 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. Brian Edwards - 3 - September 22, 1993 Wyndemere Court 7 . Any problems and/or questions regarding construction of this project will be' directed to Tom Mason in the field. 8 . All filling to be done in accordance with Department of Transportation specifications . To be compacted in maximum lifts and tested as necessary. 9 . Job meetings will be held as needed, and can be called by the developer or Town. 10 . Forty-eight (48) hours notice needed for certificate of occupancy inspection. Two week review period (10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See general guidelines for certificate of occupancy and building permit procedures . 11 . Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in triplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 12 . No paving after October 15 or before April 15 without written approval from Director of Public Works. 13 . Normal hours -of operation 7 :00 A.M. - 5:00 P.M. , no work on Sunday. 14 . Drainage easement required prior to work being started on storm drainage across Town property. Planning Department 1 . Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Department. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Quantity estimates must be submitted to determine bond cunt. All bonds are required to be posted prior mylar filing a nd issuance of building permits . 3 . Landscaping bond in the amount of $3,000 .00 to be submitted. 4 . It is our understanding that existing house on site will remain during construction of first building and will be removed during Brian Edwards - 4 - September 22, 1993 Wyndemere Court construction of the second building. Note that this does not grant permission for existing house to remain on site if the second building is never constructed. Further Planning & Zoning approval would be needed for existing house to remain. W.P.C.A. 1 . Sewer easement for portion of the pipe on the applicant' s property is needed. 2 . Temporary construction easement (from Town to the applicant) must be executed. SNET/NU 1 . Contact utilities for coordination of utilities connection. IWA/CC 1 . A $5, 000 . 00 bond is required to be submitted to the Planning and Zoning Commission to ensure compliance with the Soil Erosion and Sediment Control Plan. Fire Marshall 1 . Blasting (if required) to be coordinated with the Fire Marshal. Police Department 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building(s ) after construction emergency numbers must be provided to the Police Department. 2 . Erect temporary sign on the site during construction identifying the project. 3 . If an alarm is to be installed contact the Police Department. Building Department 1 . Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Brian Edwards - 5 - September 22, 1993 Wyndemere Court Very truly yours, G 6 Marcia A. Banach Director of Planning MAB/pmm cc: Karl Reichle, Public Works Mel Stead, Public Works Hal Clisby, CUP Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control TOWN OF SOUTH WINDSOR C`rAge Qrder No. 1 STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSONR40ert J. Ar8erm .t,P.E. Phone No.29. -8755 Address 441C Site Name WYndemere COuu:t P&Z No. Owner Brian-K. GUIs Phone No. 528-5418 Contractor TO be Of Signature of Owner 'r Date 9/23/'93 OF Signature of Design Engr. Date: 9/23 93 CHANGE: (Describe location and n t e of ange. Include three (#) copies of plan/profile of Change. ) M r�tain use of house mti l rer r building is cons ted Reason for Change: (Why is change required) Financial institution requirement. APPROVALS: (As Required) t ,s Date: e . r Dir. Of Planning Town Engineer,: - °�`� �� ���' Date Dir.. of Public' Works Date Other: Date: +STAFF�^ COMMENTS: J ,f _ r (� .0 !i� i I—�� '�.N r t,,.:i �,J.P .�,. JJ rv..,.. � { J . '3�/v.. r_,.1 r � �_. �; f••L-�f„;fir.' f. � t -. •t !� ,�� 'rye White - Town Engineer Pink - Director of Planning Yellow - Applicant TOWN OF SOUTH WINDSOR C 4 t STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: , CHANGE ORDER CONTACT PERSON Phone No. '�•�=+7�', Address - � Site Name P&z No. Owner 1�ZtMJ �L^�'w � Phone No. ;•r,�►=.5418 Contractor Vth"X7 c Sx vA►"Daa) Jam. ;' Date: 0 Signature of Owner Date: Signature of Design Engr. ' CHANGE: (Describe location and t r of c ge. Include three ( ) copies of plan/profile of Change- ) 1 !1�?'S''a�►����l�+►�`�'=�L '�Ti�.t1 t.."�'"1C�'� iU�`.�•� A�'"E M C.. s�Gl4�� ( a�•.33 G`+I c`..J ��,JT'R.l../J L.�t. c� tUc+�.."t"� 75,t >E OF ..- T R Reason for Change: (Why is change required) k "� ::. t'�, tr.,,1 r+1 t`7"�4.? �.U'F::�t,.li�-1-�. �-'1:�...�.. � .,.;►—�+T CZ,. /' t#1.;:a��.�x� t�'F- '�;.3�r��'.�,J<:.7��.3 . APPROVALS: (As Required) Date: Dir. Of Planning - F / Date: J Town Engineer - • Date Dir.. of Public s�Wo s `` • h Date•. IJ Other: STAFF CO TS: White - Town Engineer Pink - Director of Planning Yellow - Applicant �v 376 Pleasant Valley Road The South Windsor, CT 06074 Total Tree Care Company (203) 528-5418 Re = use of land for construction trailers & topsoil . I the undersigned agree to let B & M Enterprises & Wilcox Excavation use of my side yard closest to 184 Nevers Rd . , to install trailers & stockpile topsoil . I understand that the .topsoil will remain the property of Wilcox Excavation . In the event that the property is sold or transferred this agreement will be honored . Use of the land will be needed for approximately 8 -- 1 months . B & M Enterprises & Wilcox Excavation agree to maintain -this strip of property during construction , & restore to original condition after construction is completed . � Br kan Edwards B & M Ent Darre Wilcox George harlton NEENAH TRAP F MODEL NO. R37' EQUAL MATH H0_'. FINISH GRADE ANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH CONCRETE MANHOLE BLOCK ._ 7 00 3/4- BROKEN STONE ® ® - 3 -Ell ff:1 E E ® ® os X- VARIES Q ®® ® ® ® DQ ® E-EcNic. ® ® AN F�J ® a o�oo F'� ® - ®® ®® ® ® ® ® ® DA! Q v>qp 4 �w>1 a� 4"- DE F ® Ovoa �. CONCRETE. 2 WEIGHT 3C „ 3. REINFORL'E 8-0 DIA. All Around 4. (2) 3/4- 8'-0" DIA. 9 3 40 60 ED 7F ¢'°•, DRYWELL INSTALLATION DETAIL 2 3/4- NOT TO SCALE r NOTE: TYPICAL CROSS SEC110N DRYWELL TO BE ROTONDO 8 FOOT DIAMETER PRECAST - HEAVY DUTY PRECAST C NOT 70 SCALE A The 376 Pleasant Valley Road Total South Windsor, CT 06074 Tree Care Company (203) 528-5418October 511� 1993 Louise Evans, Chairperson Planning & Zoning Commission 154.0 Sullivan Avenue South Windsor, CT 06074 Dear Mrs. Evans: Re: Wyndemere Court As you know, I have received approval to proceed with the 14 home Wvndemere Court -senior residence development on Nevers Road. After manv months of effort. financinq has been secured through the Bank of South Windsor. Now that I am ready to proceed, however. I have been informed that the performance bond amount is approximately $300.000 or nearly double the cost for site work represented by three bids from site contractors. In order to secure the bond. it is like borrowing $3010_*�.000; no small challenge for a small developer. With winter now fast approachingm I am in a Catch 22 position. I need to start site work and building construction together , but I can' t post the bond until it is reduced after some site work is completed. My proposal is not unlike that recently approved for Oak Meadow, which is also starting construction of the site and buildings prior to the onset of winter, and prior to the posting of the bond. I propose the following: 1 ) . Post erosion control bond now, and an adequate bond to handle any off-site wore e.g. ,, in the street or on the community center property (sewer extension) . 2) . Initiate site work now. We have already held our pre-construction meeting with Town staff. 33 , Ini-Liate buildi ng shellc o n construtin ow (back buildinq IF only) . 4) . Receive permission to fin-Ash and secure building permits for up to four models (our architect has designed four basic model" stvles) . No finish- work-- al 'Lowed on the interior of the remaining units. until the perforionance bond (or Letter of Credit) has been posted. A The I Ow 376 Pleasant Valley Road Total South Windsor, CT 06074 Tree Care Company (203) 528-5418 5) . Complete much of the site work, resulting in a sionificaint bond reductiOn- - post the reduced bond. which a-Iffords, full protection for 6) 0 future homeowners. 7) . Secure building permits for the remaining units. With this consideration, 71 will be able to proceed with site copf-truction without the delay and expense associated with securing the full $300,000 bond. I look forward to hearing from you and the commission on this important matter. Sincerely *4ian Edwa �ds,President * & M Enterprises, Inc. cc-, Marcia Banach. Director of Planning TOWN OF SOUTH WINDSOR BOND ESTIMATE FORM j --�1--� CT: �YN17E - &J-. STREET: S�^�cJ� nN Jo 1016 lg3 STRE P&Z I.D. : 1993 CALENDAR YEAR ENGINEER: Unit DATE: Price Cost Item Descri tion Unit uantit * LS 1. clearin & Grubbin 2.00 Cy 2, Stri & Stock ile To soil 3. Earth Excavation Cy 10 .00 Excludin Roadwa & Trench 12 ,00 Cy 4 . RoadwaV Excavation 10 .00 Y 5, Earth Trench Excavation 0-4 C 12 . 00 Z�g • n 0-10 Cy 6 . Earth Trench Excavatio J4- 15 .00 7 . Earth Trench Excavation 0-15 Cy 18 .00 Earth Trench Excavation 0-20 CY 8• 50 .00 CY 9 . Roadway Excavation Rock Cy 50 ,00 10 . Rock Trench Excavation 0-4 75 .00 Cy . 11 . Rock Trench Excavation 0-10 100 .00 12, Rock Trench Excavation 0-15 Cy 150 . 00 CY 13 . Rock Trench Excavation 0-20 1 .50 14 . Formation of Sub rade Sy 15 ,00 Cy 1.5. Subbase Gravel 16 .00 TONS 16 . Processed A re ate 10 .00 Cy 17 . Common Borrow 15 . 00 Cy 18 . Gravel Borrow 19 . it Bituminous Concrete TONS 45 .00 Class I 20 . • Bituminous Concrete TONS 50 .00 Class II 3 .00 . Six inch Asphalt Li Curbin LF 21 2T7���� �Sy 20 .00 R; 2 22, Road Widenin Com lete ' Sub-Total $ * Varies BOND ESTIMATE Unit Item Description Unit Quantity Price Cost SANITARY SEWER STRUCTURES 64 . Sanitary Manhole EA - 1500 . 00 3000 65 . SanitarV Manhole w/Drop Inlet EA 2500 . 00 66 . SanitarV Manhole over 10 FT. EA 2000 . 00 67 . 68. 69 . 70 . STRUCTURES & MISC. ITEMS 71. Retaining Wall EA 72. Fence T e: EA 73. Guide Rail (Type: EA 74 . End Anchorage (Type: EA 75 . Guide Post EA 100 . 00 76 . Pavement Marking LF 1 . 50 77 . Street Signs EA 75 .00 78 . Traffic Signs EA 75 . 00 79 . Street Lights EA 1000 . 00 80 . ,�t� 2 . 50 Furnishing/PlacingTopsoil SY 81. Fertilizing, Seeding and �p ?,p 2 . 50 �~r Mulching SY 82 . Trees EA 150 . 00 83 . Maintenance/Protection of Traffic LS * Varies tal /01 Page 4 . Sub-Total $ BOND ESTIMATE FORM Unit Item Description Unit Quantity Price Cost 84 . Construction Staking LS 85 . As-Builts LS 86 . Iron Pins EA 100 . 00 87 . Concrete Monuments EA 250 . 00 88. Landscaping LS 89 . 90 . 91. 92. 93 . Sub-Total Page 1 $ Sub-Total Page, 2 $ 5D Sub-Total Page 3 $ Sub-Total Page 4 $ Sub-Total Page 5 $ Sub-Total $ 3'5/ 25% Contingencies x Sub-Total: $ $/ TOTAL $ Z coo * Varies Page 5 . TOWN OF SOUTH WiNDSOR BOND ESTIMATE FORK PROJECT: l0/4A7" STREET:_A&�eZ5 y J P&Z I.D. : Z-43 1993 CALENDAR YEARENGINEER: flora f ram;�ss�r•Nti��� . DATE: Unit Item Description ' ' Unit QuantityPrice Cost Q 1 * 0 5 000.00 1. Clearing & GrubbingLi D 2. Strip & Stockpile Topsoil CY 2,4�0 2.00 �4,940.o0 3, Earth Excavation 10.00 (ExcludingRoadway & Trench CY 4. RoadwaV Excavation CY 12.00 350 10.0 0 00 5. Earth Trench Excavation 0-4 CY Q Zs�or�.�00 87S ' 6. Earth Trench Excavation '0-10 CY 12.00 ^�j�,04 7. Earth Trench Excavation 0-15 CY 3Q- 15.00 18.00 8. Earth Trench Excavation 0-20 CY 9. Roadwa Excavation Rock CY 50.00 _ 10. Rock Trench Excavation 0-4 CY 50.00 11. Rock Trench Excavation 0-10 CY 75.00 12. Rock Trench Excavation 0-15 CY 100.00 150.00 13. Rock Trench Excavation 0-20 CY 14. Formation of Sub grade - Sy t,980 1.50 .�Z'97D'� .., �v 15.o o �4,9so.00 C� 15. Subbase Gravel CY 16. Processed Aggregate TONS -264 16.00 72r I2,224.pO � 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19. 2 " Bituminous Concrete Z7.8 45.00 �O'L�.CX� Class I TONS °o 20• I " Bituminous Concrete 50.00s��. Class II TONS 21. Six inch As halt Li Curbing LF 3.00 SZo 2 0.0 0 o� 22. Road WideningComplete Sy 25 CWA►2'F�•iTRr�rc� * Varies Sub-Total BOND ESTIMATE FORM Unit Unit uantit Price Cost Item Descri tion �•60 Q 2 5 0 0 23. Concrete Sidewalk 4 Wide LF �7 Z . STORM DRAINAGE SYSTEM COMPONENTS -- 130.00 24. 60" RCP Class In Place LF 100.00 25. 54" RCP Class In Place LF 75.00 26. 48" RCP Class In Place LF 65.00 27. 4210 RCP Class In Place LF 28. 36" RCP Class In Place LF 60.00 29. 30" RCP Class In Place LF 50.00 42.00 30. 24" RCP Class In Place LF 31. 21" RCP Class In Place LF 40.00 LF 35.00 32. 18" RCP Class In Place 350•00 33. 15" RCP Class In Place LF 45 30.00 � POLYETHENE PIPE 21.00 34. 8" ADS-N-12 or E ual 22.50 35 10" ADS-N-12 or E ual 84S 24.00 �ZOZSO.� 36. 12" ADS-N-12 or Equal 25.50 37. 15" ADS-N-12 or E ual 28.00 38, 18" ADS-N-12 or E ua1 UNDERDRAINS 15.00 39, 6" PVC SDR 35 In Place LF 20.00 40. Be, ,PVC SDR 35 In Place LF RIPRAP 45.00 41. Modified Ri ra CY 45.00 CY 42. Intermediate Ri ra 45.00 43. Standard Ri ra CY Sub-Total $ 2 Page 2. .BOND ESTIMATE FORM Unit 611s 4 Item Description Unit Quantit Price Cost DRAINAGE STRUCTURES EA 5 '15 0 0.0 0 7,SG1o.o0 44. Type "C" Catch Basin 45. Type licit Double Grate EA 2000.00 00 46. a "C-L" Catch Basin EA 5 15 0 0.0 0 EA 1500.00 47. Manhole 48. Manhole With Drop Inlet "_EA ' ' 2500.00 49. Manhole Over Ten Feet • 2000.00 50. Headwall EA 51. Endwall EA 52. x Box Culvert LF 53. 15" Flared End EA 350.00 54. 18" Flared End EA 400.00 55. 24" Flared End EA 500.00 850.00 56. 36" �Flared End Q I ' r!l 3 16 00.00 ,SOD. 57. 1 ?400.00 l6, .00 58. F�II ►Kai 1-�oaOS SA - 125.oo *6Z5.00 59. SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 LF 37.00 61. 10" PVC In Place SDR 35 �2G,42S.0D d 62. 8" PVC In Place SDR 35 LF �55 35.00 63. 6" PVC In Place SDR 35 LF 3Z4 30.00 9.7 O.00 d j I- * Varies Sub-Total $ 73,3,70,00 Page 3 y TE '• � I�/4- BOND ESTIMA / Unit Item Description Unit Quantity Price Cost SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 5 1500.00 5-00.�0 65. Sanitary Manhole w/Drop Inlet EA. 2500.00 66. Sanitary Manhole over 10 FT. EA 2000.00 67. 68. 69. 70. STRUCTURES & MISC. ITEMSEA ZSOD.D�J 71. Retaining Wall 72. Fence (Type: Posy 90 73. Guide Rail (Type: EA 74. End Anchorage (Type: EA 75. Guide Post EA 100.00 / 76. Pavement Marking LF QOO 1.50 77. Street Signs EA 75.00 78. Traffic Signs EA 75.00 00 79. Street Lights EA S 1000.00 Furnishing/Placing Furnishing/Placing Topsoil SY ' ' � 2.50 1 81. Fertilizing, Seeding and 3,700 ,Z�• 47t mulchingSY 2.50 8 EA 150.00 2. Trees 83. Maintenance/Protection of Traffic LS Page 4. Sub-Total $ • BOND ESTIMATE FORM ��� Unit Item Description Unit Quantity Price Cost Staking � � LS � * �' 84. Construction S 85. As-Builts LS ✓ * ���� � l s'�O 86. Iron Pins EA 100.00 87. Concrete Monuments EA 1 250.00 Z` 00 ��• 88. Landscaping LS o oaf Cwt a O 89. bj-ruj,Ajoc)s VALY- L;: 570 90. gRlC.4 PAVF�s SY 115 2s,00 � Gowc. lclil�t te A. 2 91. � `� 9 2. L� 415 3s. 14,S -6.0c O 93. WaTE� LnTL - �,� .46fl is. (a,9a0.00 3 3ZJ 4 Sub-Total Page 1 $ -�� o GZtw / Sub-Total Page 2 $ Z5,930.00 O Sub-Total Page 3 $ '71 3-7n.oa 3?i�,� Z f 70 Sub-Total Page 4 $ 3�3 Z�" Sub'=Total Page 5 Sub-Total s 9 �38.oo 25% Contingencies x Sub-Total: $ �oa1 1¢3 TOTAL A s�.y 3000,000 0 e, of MPS. . Z41 * Varies Page 5. 000 ky `7 TOWN OF SOUTH WINDSOR i BONP ESTIMATE FORM �o PROJECT: wyvOtuae 6002T' STREET: , lweZ5 f�."XQ �~ P&Z I .D. : 97,-43 / ENGINEER: 1993 CALENDAR YEAR �E�N DATE: U Item Description Unit Quantity s I. Clearin & Grubbin LS f. 2. Strip & Stockpile Topsoil Cy 3 . Earth Excavation 10 .00 (ExcludingRoadway & Trench Cy 4. Roadway Excavation Cy 12 . 00 � o ('Sad Earth Trench Excavation 0-4 CY ''� 10 . 00 ,zx o �� ' Earth Trench Excavation 0-10 Cy 12 . 00 o !7 � Earth Trench Excavation 0-15 Cy 15 . 00 8 . Earth Trench Excavation 0-20 Cy 18 . 00 9 . RoadwaV Excavation Rock Cy 50 .00 10. Rock Trench Excavation 0-4 Cy 50.00 11 . Rock Trench Excavation 0-10 Cy 75 . 00 12 . Rock Trench Excavation 0-15 Cy 100 . 00 13 . Rock Trench Excavation 0-20 Cy 150 .00 14 . Formation of Sub grade Sy- 1 .50 ' 15. Subbase Gravel Cy 3"w", 15 . 00 16 . Processed Aggregate TONS � 16 . 00 ' 17 . Common Borrow Cy 10 . 00 18 . Gravel Borrow Cy 15 . 00 2 Bituminous Concrete Z7b 45 . 00 19 • 45 . 00 Class I TONS 00 20. I Bituminous Concrete 1(4- • ppS,�oo. Class II) TONS 50 21 . Six inch Asphalt Lip Curbing LF SZo 3 . 00 22. Road Widening Complete SY 2 5 2 0 . 0 0 CWAie rc_'1'p4ocf;VVE?b Cr tJTtCD Sub-Total $ • * Varies /B BOND ESTIMATE FORM Unit Item Descri tion Unit Quantity Price Cost 23 . Concrete Sidewalk 4 ' Wide LF �� 25 . 00 � STORM DRAINAGE SYSTEM COMPONENTS 24 . 60" RCP Class In Place LF 130 .00 25. 54" RCP Class In Place LF 100 .00 26 . 48" RCP Class In . Place LF 75 . 00 27 . 42" RCP Class In Place LF 65 . 00 28. 361' RCP Class In Place LF 60 . 00 29 . 30" RCP Class In Place LF 50 . 00 30 . 2401RCP Class In Place LF 42 . 00 31 . 2100 RCP Class In Place LF 40 . 00 32 . 18" RCP Class In Place LF 35 .00 33 . 15" RCP Class In Place LF 30 . 00 ' POLYETHENE PIPE 34 . 8" ADS-N-12 or Equal 21 .00 35 1010 ADS-N-12 or Equal 22 .50 36 . 1211 ADS-N-12 or Equal 8� 24 .00 � � • 37 . 15" ADS-N-12 or Equal 25 .50 38 . 181' ADS-N-12 or E ual 28 .00 UNDERDRAINS 39 . 6" PVC SDR 35 In Place LF 15 . 00 40 . 811 PVC SDR 35 In Place LF 20 . 00 RIPRAP 41 . Modified Riprap CY 45 . 00 42 . Intermediate Ri ra CY 45 . 00 43 . Standard Riprap CY 45 . 00 Page 2 . Sub-Total $ �� • BOND ESTIMATE FORM Unit Item Descri tion Unit Q-antitV Price Cost DRAINAGE STRUCTURES 44 . Te "C" Catch Basin EA 15 0 0 . 0 0 45 . -Type "C" Double Grate EA 2000 .00 46 . T e "C-L" Catch Basin EA 1500 .00 ' 47 . Manhole EA 1500 . 00 48 . Manhole With Drop Inlet EA 2500 .00 49 . Manhole Over Ten Feet EA 2000 . 00 50. Headwall EA 51 . Endwall EA 52. x Box Culvert LF 53. 15" Flared End EA 350 . 00 54 . 18" Flared End EA 400 .00 55. 24" Flared End EA 500.00 56 . 36" Flared End EA 850 . 00 ,, DZ ��tM- 1 f7 - BA I600•00 �Y ,seeww0 1jC fit 0- 10 5A 111 40 59 . SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40 .00 61 . 10" PVC In Place SDR 35 LF 37 . 00 62 . 8" PVC In Place SDR 35 LF 35 . 00 ' 63 . 6" PVC In Place SDR 35 LF 30 . 00 * Varies Page 3 Sub-Total $ ' Doom Q BOND ESTIMATE Unit Item Description Unit Quantity Price Cost SANITARY SEWER STRUCTURES 64 . Sanitary Manhole EA 1500 . 00 65 . Sanitary Manhole w/Drop Inlet EA 2500 . 00 66 . Sanitar EA 2000 .00 Manhole over 10 FT. ' 67 . 68. 69 . 70. STRUCTURES & MISC. ITEMS 71' Retaining Wall (�5"ToNE WAd) EA 4 � /!o Z�• n v 7 2.. Fence P 73. Guide Rail (Type: EA 74 . End Anchorage (Type: EA 75 . Guide Post EA 100 .00 76 . Pavement Marking LF 400 1 .5 0 �rr�o•oo 77 . Street Signs EA 75 . 00 �5 00 78 . Traffic Signs EA 75 .00 79 . Street Lights EA S 1000 .00 5"000' 80. Furnishing/Placing Furnishing/Placing Tops il SY � 2 .50 81. Fertilizing, Seeding and 3700 �2f 9 250.00 Mulching SY 2 . 50 82. Trees EA 150 . 00 83 . Maintenance/Protection of Traffic LS * Varies Page 4 . Sub-Total $ 1,711 79 5 BOND ESTIMATE FORM Unit Item Description Unit Quantity Price Cost 84 . Construction Stakin LS 85 . As-Builts LS 86 . Iron Pins EA 100 . 00 EA � 250 .00 ��•0O 87 . Concrete Monuments 88 . Landscaping- LS �7i-rvMiNOv 5 WAS 10.00 • 89 . �- 90 . &R1C4 ?p vEzt> t>Y 5 i 5.00 91. 92. 00 Sub-Total Page 1 $ - I$�.OZa Sub-Total Page 2 $ Z 5 -_ -ri" -- o Sub-Total Page 3 $ Sub-Total Page 4 $ Sub-Total Page 5 $ 3, 'S"Z-s Sub-Total 25% Contingencies x Sub-Total: $ ti TOTAL ' * Varies Page 5 . TOWN OF SOUTH WINDSOR ESTIMATE FORM BOND ES l PROJECT: w vDactga, 69v4T' � 3 STREET: 1�ye~.S Wvl'+.L2 P&Z I.D. : 92-4S 1993 CALENDAR YEAR ENGINEER: 06:5r ) I rs ► DATE: Unit Description Unit uantit Price Cost Item ' * 5JO00-vo 1. Clear in & Grubbin LS 2. Strip & Stockpile Topsoil Cy 3, Earth Excavation 10 . 00 (ExcludingRoadwa & Trench Cy 4. Roadway Excavation Cy 12 . 00 350 10 .0 0 5. Earth Trench Excavation 0-4 Cy o 00 6 • Earth Trench `Excavation �0-10 Cy ' 8�5 12 . 00 1 f • 34 15 . 0 0 7 . Earth Trench Excavation 0-15 Cy .DD 18 . 00 8. Earth Trench Excavation 0-20 Cy 9 . RoadwaV Excavation Rock Cy 50 .00 10 . Rock Trench Excavation 0-4 Cy 50 .00 11 . Rock Trench Excavation 0-10 Cy 75 .00 10.0 .00 12. Rock Trench Excavation 0-1 Y 13 . Rock Trench Excavation 0-20 •Cy ::r 00 150 .00 14 . Formation of Sub rade SY 15. Subbase Gravel Cy 330 15 .0 0 01 4.,950.00 16 . Processed Aggregate TONS ft::t 16 .0 0 �12,224.�° Cy 10 . 00 17 . Common Borrow Cy 15 . 00 18. Gravel Borrow 2 Bituminous Concrete ZZb ���'��'� 19 • TONS 45 . 00 Class I �� ominous Concrete ::4- 20 • 1 Bit TONS 50 .00 Class II 21. Six inch As halt Li Corbin LF SZo 3 .00 � 11560.00 Sy 22, Road Widenin Com lete ZS 2 0 .0 0 500,°Q Q�QAiQ �_�TfR�►�� ''r IVY.-7& Co.-.I. v.�a� � &I,&1k Sub-Total $ � ' * Varies BOND ESTIMATE FORM Unit Item Description Unit Quantity Price Cost 23 . Concrete Sidewalk 4 Wide LF 1,7 Z 25 . 00 �4A00. STORM DRAINAGE SYSTEM COMPONENTS .-, 24 . 60" RCP Class In Place LF 130 . 00 25. 54" RCP Class In Place LF 100 . 00 26 . 48" RCP Class In Place LF 75 . 00 27 . 42" RCP Class In Place LF 65 . 00 28. 36" RCP Class In Place LF 60 . 00 29 . 30" RCP Class In Place LF 50 . 00 30. 24" RCP Class In Place LF 42 . 00 31 . 21" RCP Class In Place LF 40 . 00 32 . 18" RCP Class In Place LF 35 . 00 33 . 15" RCP Class In Place LF 45 30 . 00 -01/350. POLYETHENE PIPE 34 . 8" ADS-N-12 or Equal 21 . 00 35-.. 10" ADS-N-12 or Equal 22 .50 �ZOZ80.G� 36 . 12" ADS-N-12 or Equal 84 S 24 . 00 37 . 15" ADS-N-12 or Equal 25 . 50 38. 18" ADS-N-12 or Equal 28 . 00 UNDERDRAINS 39 . 6" PVC SDR 35 In Place LF 15 . 00 40. 8" PVC SDR 35 In Place LF 20 . 00 RIPRAP 41 . Modified Riprap CY 45 . 00 42. Intermediate Riprap CY 45 . 00 43 . Standard Riprap CY 45 . 00 Page 2. Sub-Total $ BOND ESTIMATE FORM Unit 'Item Descri tion Unit uantit Price Cost DRAINAGE STRUCTURES 00 . 44 . Type "C" Catch Basin EA '15'0 0 . 0 0 45 . TVpe "C" Double Grate EA 2000 . 00 46 . Tvpe "C-L" Catch Basin EA 5 1500 . 00 V-7,,500'00 47 . Manhole EA 1500 .00 2500 .00 48. Manhole With Dro Inlet EA � 2000 .00 E. �r " 49 . Manhole Over Ten Feet . 50 . Headwall EA EA 51. Endwall 52. X Box Culvert LF 53. 15" Flared End EA 350 . 00 54 . 18" Flared End EA 400 .00 55. 24" Flared End EA 500 . 00 56 . 3611 Flared-End EA 850 . 00 FA 1600-00 5 7 ., �:, 00 �. < i� Z400.00 (6,�. 58. C;�E k1�1� �► 59 . III )2a� P-a IZ5.00 a9 6Z5.o0 SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40 . 00 LF 37 . 00 61 . 10" PVC In Place SDR 35 0 �ZG,425.� 62 . 8" PVC In Place SDR 35 LF ASS 3 5 . 0 3Z4- 30 .00 �9,7?.U.� 63. 6" PVC In Place SDR 35 LF Varies Page 3 Sub-Total $ 73,1,70.00 BOND ESTIMATE Unit Item Description Unit Quantity Price Cost SANITARY SEWER STRUCTURES 64 . Sanitary Manhole EA 5 1500 . 00 Co 65 . Sanitary Manhole w/Drop Inlet EA . 2500 . 00 66 . Sanitary Manhole over 10 FT. EA 2000 . 00 ZP:90•°O 67 . 68 . 69 . 70. STRUCTURES & MISC. ITEMS ZSOO.00J 71 . Retainin Wall &S-Tntir_ wn(() EA . ZOO. 72. Fence (Type: par �• '�;►� �� 90 73 . Guide Rail ._(Type: EA 74 . End Anchorage (Type: EA 75 . Guide Post EA 100 . 00 +li 4 76 . Pavement Marking LF 400 1 . 5 0 '`l�C"00 77 . Street Signs EA 75 . 00 78. Traffic Signs EA 75 . 00 . 79 . Street Lights EA S 1000 . 00 •00 80. Furnishin /Placin To soil SY 3.7�0 2 , 509,ZSO.°O 81. Fertilizing, Seeding and 3��00s o0 Mulching— SY 2 . 50 82 . Trees EA 150 . 00 83. Maintenance/Protection of Traffic LS * Varies Page 4 . Sub-Total BOND ESTIMATE FORM Unit Item Description Unit Quantit Price Cost 84 . Construction Staking LS ✓ * ry.coo 85 . As-Builts LS 86 . Iron Pins EA 100 . 00 87 . Concrete Monuments EA 250 . 00 joZS0.00 88. Landscaping LS OQ - � •Od 89 . biTVNiijovS VAL14 L;F 570 90. gRi PTV S 7t>Y 115 I�.oe� 1,7z,5,00 92. 8 c-ATrx Aw') 41 14,525,O0 93 . Wa-ri%jC tAf6CAL G 4�� is.oo 6,9aO.00 Sub-Total Page 1 $ 6 Sub-Total Page 2 $ -Z-5,93o,00 Sub-Total Page 3 $ -7S,:3 70,o0 Sub-Total Page 4 $ 3'?t?1 Sub'=Total Page 5 $��-� Sub-Total $ Z03N&51154. ' 25% Contingencies x Sub-Total: $ 5 9,OS5.010 TOTAL 9 1 �' O�14;'2 44. Si4y 3oy,gn0 * varies Page 5 . avx OCT- 4 1993 esiggrofessionals, inc. P_I South Windsor LE T R F TR ANSMITTAL � Commission civil engineers • planners • surveyors TE O ■ TO: RR•c? .1-A� A (o�.-J ►iAJ�CI?- DATE: OGToE (� 1�.19� -_Tow.J of S o-orik t.J,4.�c(L. REGARDING: WYNprzMea C064z:r PROJ. NO. 611 me a17 WE ARE SENDING YOU: for your use at your request for approval for your files 2 for review and comment THE FOLLOWING: of f 7_-s77MATF, �M F'o2' �f� ( W_k-_(AJ Design Professionals, Inc. 441C Governors Highway, South Windsor, CT 06074 • (203) 291-8755 0 FAX: (203) 291-8757 NOV-01—93 MON 1 2 :5S DESIGN PROFESSIONALS INC 203 291 9757 P. 01 ,off �t UTTER OF TRANSMITTAL � PLANK INQ DHFA.RTXZNT TOWN OF SOUTH WINDlSOR 1540 SULLIVAN A►V914VH SOUTH WINDSOR CT 06074 DA'TL (203) 644-2511 TOt Port-It's brand fax transmittal memo 7671 of pages ► To i C,� From t _ I /ilA Co, • IM,Lf% AA) T 4ept. � Phone# fex!� � ����•�.� Fax# ����- �`•t�.,� , WN ARE SHADING YOUt P initial lane Dra i naq* comps F & a final Lars Bond esti"to requests. + i;; , • Y Plans aond reduction requests Inland Wetlaftds P �,.,._. final plans for filing Chang* o�de� fo�`a►► '•'�,: �; ��" • `...._.. 4 � �t ced Corresponen y ` Other '• , CQ �s A Ho. Fro set :rx 1 ALW 10 , . r THESE AIRS TRANSMITTHD ats ch*eked 1010a: .. . *view and comment tort your file For �„"" with, '+ .k. For y*Ur US* 1�1l�LLL"=1��� As que a ed Other PUMSE RHTURN/CONXRNT BYE - COLNTS t40 „ o`J / Y' Ago- PO M 1 rc�a aram o: COPY --. - - - MAO* 1) %*A�b awafts-r- Alt d-�MW 5dWM* O'U rW PROOZ7V :. s,Af 4,, AMCOVP 9 OPY `O , a :•�,' ..;' r y�� �,,r'."',• ` '.l'• "..1i`� +: .e '"•4'°':�'4r;•1 s',' '�"• ems` 000 44 ew FA a 'h MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Wyndemere Court - #92-43P DATE: October 6 , 1993 We have reviewed the bond estimate for Wyndemere Court and recommend that the bond be set at $300,000 . 00 . Attached for your files is a copy of the estimate. JCl/jsv Attachment s W% St s �- C V s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 • AREA CODE 203/644-2511 SOR-CO�� October 27 , 1993 Mr. Brian Edwards B & M Enterprises 376 Pleasant Valley Road 06074 South Windsor, CT Dear Mr. Edwards: A 1. #92-43P, Wyndemere Court Senior Residence Development re.. pp Please be advised that the Planning and Zoning Commission voted on October 26, 1993 to establish•cbononin the aoou t of of $300,000 . 00 for the subject application. • cre dit in this amount must be posted prior to filing of the mylars in the Town Clerk's office. . If you have any questions, please contact the Planning Department at 644-2511, ext. 253 . Very truly yours, .ram Louise C. Evans Chairman LCE/mrl 0� �O cc: Town Engineer RECEI VET 1� 9 OC T 2 3 1993 ® 12 Town of South Windsor Engineering Dept. BROM BUILDERS, INC. [LIEU EIN (I[F 207 West Town Street NORWICH, CONNECTICUT 06360 DATE JOB NO. Zb (203) 889-7106 4TTENTION To — � RE Sod 1 1 k)�'j 1 V V 'V : _ WE ARE SENDING YOU "ached ❑ Under separate cover via . the following items: ❑ Shop drawings prints 0 Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION �t3 1 :P THESE ARE TRANSMITTED as checked below: >�For approval ❑ Approved as submitted ❑ Resubmit copies foraPProval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS AA AC AA Rc (�Tzovy 7 0 yU L� COPY TO SIGNED: PRODUCT2402 Nees 1x.Groton,Mass.01.171 If enclosures are not as noted, kindly notify us at once. e MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Peachbrooke DATE: October 18, 1993 We have reviewed the request for reduction of the bonds at Peachbrooke and recommend that the bonds for Phases - I, II & III of Peachbrooke be reduced to maintenance level . The grass area along Sullivan Avenue needs to be reestablished and should be accomplished before the maintenance bond expires. JCl/jsv t cow" aE� Y T-o �s �- s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 203 644-2511 R•COta / October 27, 1993 Mr. Brian Edwards B & M Enterprises 376 Pleasant Valley Road South Windsor, ,CT 06074 Dear Mr. Edw • re: -"A pl . #92-43P yndemere Court Senior Residence Development Please be advised that the Planning and Zoning Commission voted on October 26, 1993 to establish a" bond in the amount of $300,000 . 00 for the subject application. A bond or letter of credit in this amount must be posted prior to filing of the mylars in the Town Clerk's office. If you have any questions, please- contact the Planning Department at 644-2511, ext. 253 . Very truly yours, Louise C. Evans Chairman LCE/mrl cc: Town Engineer .tow sE,� G � U 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 sOR•Co�� AREA CODE 203/644-2511 November 1, 1993 Mr. Brian Edwards , President B & M Enterprises, Inc. 376 Pleasant Valley Road South Windsor, CT 06074 Re: Wyndemere Court Bond and Model Homes Approval Dear Mr. Edwards: Please be advised that the Planning and Zoning Commission voted on October 5, 1993, to approve your request to construct four (4) "model" units at Wyndemere Court. Building permits will be issued for the 7-unit multifamily building provided the following conditions are met: 1. The erosion and sediment control bond must be posted prior to start of construction. 2. A performance bond in the amount of $50,000 must be posted prior to the issuance of building permits. 3. Four units may be completed prior to posting of the entire performance bond; however, certificates of occupancy will not be granted for any unit until the entire outstanding performance bond is posted. 4. The model units may not be sold until the performance bond is posted and final plans are filed in the Town Clerk's office, per the original approval conditions. 5. Notification of this approval and its conditions must be filed on the land records of the Town of South Windsor to alert prospective customers of these conditions. Upon satisfactory provision of the performance bond and filing of the final plans in the Town Clerk's office, a release of these conditions will be placed on the land records by the Planning and Zoning Commission. Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans Chairman LCE/mb/sf 3M47 $r':U!r'tJtJE PONT I LLO LYNCH : 2-25-94 9:0644-1 20355-745477� 203 &+4 3781;lb 2 AGREEMENT AND NOTICE whereas the undersigned Brian R. Edwards and Debra L. Edwards are the owners of the premises described in Exhibit A att-acheknown which premises are approved fnr n Senior Residence Development ae WYndVtftsrM Court pursuant t l°own Sate EouthxWindaor appreved t�pbruary and S un.illy Commission at the I6 p 1993 t, and rsuant tc� � �uLe at the �etunia�aian on Octuber 5, 1993 whereas pu the TOW of South Windsor agreed tv certain canditof such n g conditions posting ofa preliminary performance bond, a coFY being cont4ined in a letter dated November 1, 1993, a copy of which is attached hereto ali Exhibit D;. and Whereas thw said Edwards are desirOnus of filing the final plans in the Town C1er%'a Office Oft the Town performf South ance ban Windsor prior to the filing of the complete grid indmor NOW trierstareo fans to beration filed onfthe Land Records it iswher'� y allowing said fi.risl p agreed by the undersigned as follnwA: (1) This agreement shall be recorded on thm south WinfinalLand Records contemporaneously with the filing Of tho plant for Wyndemere Court. (2� prior to the issuance of any certificate Ot OCCUP"Cy for ahY dwelling unit shown on said plans, it is derstood to Tana agreed th&t the final performance bond approved by of South Windsor shall he properly posted with the 'town of South Windsor in a form acceptable to the Town. the (3) All other d attached her to to°e Whet bye 1, 1943 an ratified, confirmed and agreed to by the undersigned. Dated at south Windsor, Connecticut, this 25th day Of FebruarY, 1994. Signed, sealed and delivered in the presence Of; nr an K. E wards nr+bra L. Edwards STATE OF CONNECTICUT 1 Fpbruar 25, 1994 ) 95: South Windsor Y COUNTY OF KMTF'OID ) personally appeared Brian K. Edwarde and Debra L. Edwards, Ai gnaria of the forp9ning instrument and acknowledged the same to be their free act and deed, before me. comrniisaioner 6T'the Supar or Court Notary public SENT BY:I,JYNNE RONT 1 LLO LYNCH : 2-25-94 9:060M 2036574897-A 203 644 3781:d 3 A certain piece or parcel of land with the buildings thereon and the appurtanances thereto, situated in the 'town of South Windsor, County of Hartford and State of Connecticut and being shown and Senior designated Residence on a certain map or plan entitled, "Wyndemere Court Development Nevers Road South Windsor Connecticut Sheet 2/5 Site Plan job No: 92-611 bate 11-11-92 design professionals, inc. civil engineers - planners - surveyors 441c governor's highways South Windsor, Connecticut 06074 Graphic Scale 1 inch = 20 ft. Revisions No. 1 11-30-92 No. 2. 12-2-92 No. 3. 12-29-92 No. 4. 1-27-93 No. 5. 3-16-93 No. 6. 9-21-93" which map is on file in the South Windsor Town Clerk's office and to which reference may be had for a more particular description thereof. Said premises are more particularly bounded and described as follows: NORTHERLY: by land now or formerly of George H. & Frances 8. Charlton and by land now or formerly of Town of South windsaor, both as shown on said mar, partly by each, in all a distance of Three hundred ninety-two and fifty- eight one-huridradtho (392.58) feet; BASTSRLYt by land now or formerly of Town of South Vindsor, as shown on said maps a distance of one hundred eighty-two and eighty-one one-hundredths (19 2.81) feat=. SOUTHERLY; By land now or formerly of Town of South Windsor, as shorn on said map, a distance of Three hundred ninety and eight one-hundredths (390.08) feet; and WESTIMLY: By Nevers Road, an shown on said map, a distance of Two hundred five and five one-hundredths (205.05) feet. Said premises are conveyed together with a "Proposed Drainage Easement In Iravor Cf Wyndemere Court" as shown on said map. SENT BY.'WYNNE PONTILLO LYNCH 2-25-94 9!070M 2036574897=' 203 644 3781:0 4 I546 SULLIVAN AVENUE • ,30UyW Wj"690R, CONN.06074 AREA CODE E03/"4.9811 Navensber 1, 1093 Mr. Brian Uvards, presidents D i M Enterprises, Inc. $76 pleasant Valley goad south Windsor, OT 00074 Re: Wyndenere Court Bond and Mcdel Homes Approval nose Mr. Ndvardst Please be advised that the platmitLg and zoningrCOMMission voted Onnitt s CtObdrmere 19p3. to approve your request tQ construct fdu. (4) ie0muiti�attily b�txldjnB Court. Building permits will be issued for the 7%urn provided the 1011osring canditions are met; 1, The oration and 99dLI :Aht eortral build must be oolLed prior to start of construction. Z. A performance bond in the amount of $50,000 must be posted prior to the tsauaace of building permits. 3. your units may be compietad prior to posting of tihs entire performnce bond; however, certificates of occupancy will teat be granted for any unit until the entire outstanding performance bond is posted- 4. The modal =its may tot be sold until the performance bond is posted and final plans are filed in tho Town, Clerk's office, per the orisinal approval conditions, 5, Notification of this approval end its conditions smut bs Mod on the land records of the Town of South Windsor to Alert praapeative "ItMere Of theta canditione, Upon satisfaCtpry provision of the performance bond ar►d filing Of thf n" thePla in the Town► Clark's office, a release of these conditions vill b placed lard records by the KOMIag and Zoning cotmaission. Wary truly yours, PLANNING AND SCI�INC CQ1�iISSIQN �• 'e 4L Louie• C. Evans ChAirman f.CN/sa7+lsf 3310 BERLIN TPKE. • P.O. BOX 11257 Water Pressure Testing 0515 NEWINGTON,CT 06111-0807 Chlorination Job—Site Manhole Coring Sewer Taps O O O (203)666-5634 1-800-382-4581 in CT Water Main Taps Low Pressure Air Testing Leak Locating 1-800-227-5404 outside CT (203)666-0124 FAX CONTRACTOR: /~ TESTED BY PROJECT: low , 1 V 1/f�'� re J DATE: CONTRACT NO. � ,,. INSPEC R: STARTING EST PRESSURE IN LBS/ 4.IN. TEST TIME REMARKS LOCATION PASSED TIME In Min. START STOP DROP 35.. I i i t i i CUSTOMER , TOWN OF SOUTH WINDSOR RECEIVED Change Order No. 3 STAFF SITE CHANGE NOV g 1993 FOR SITE & SUBDIVISION 4G. WINDSOR PLUNING DEPT. GENERAL: CHANGE ORDER CONTACT PERSON Steve Biancardi Phone No. 991-R755 AddressD_PI, 441C Governors Hwy., South Windsor,CT 06074 Site Name Wsdemere Court P&Z No. Owner Brian Edwards Phone No•52R_541 R Contractor Wilcox Excav tion UJ21121 Signature of Owner D te: Signature of Design Engr. ate: CHANGE: (Describe location and nature ge. Include three (3) copies of plan/profile of Change. ) and move storm drainage to acccmnodate architectural revisions. Reason for Change: (Why is change required) -Market demand dictates changing the northern mast C unit to a 'R nit-in both buildings, with corresponding changes in building footprint and storm drainage system. APPROVALS: (As Required) Dir. Of Plannin Date: Town Engineer Date: T g Dir. of Pub c ork Date: Other: t Date: STAFF COMME : �0 mrz _,�kc r e-tj il ew jh MAC v 0 2 � - t. Engineering r 3 r � White - Town Engineer Pink - Director of Planning Yellow - Applicant ■ RECEIVED ?esigo NOV 2,�x 1993 fessionals,o inc. civil engineers • planners surveyors T. WINDSOR PLANNIING DEPT. ■ November IB, 1993 Marcia Banach, Planning Director Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Marcia: Re: Wyndemere Court Nevers Road South Windsor , Connecticut Project No. 92-611 As per your request for an information update, please be advised that the new impervious coverage computation at Wyndemere Court is 49%. This reflects all prior changes, including approved change orders which increased both building footprints. It also includes 1 ,344 square feet of decksv as d i roc ted by your offices and a l l pavement and walks. Thanks you. Sincerely, Design Professionals, Inc. By: Peter R. DeMallie Principal cc: Brian Edwards Gregory Montana 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 0 FAX: (203) 291-8757 J• Ads- 1695 Ellington Road Bankof South Windsor, CT 06074 SOUTH WN NNDSOk (203) 644-4412 or 644-4177 FAX(203) 644-4514 November 24, 1993 Town of South Windsor 1540 Sullivan Avenue South Windsor, Connecticut 06074 Re: Application ##92-43P, Wyndemere Court To Whom It May Concern, Please be advised that the Bank of South Windsor is currently in the process of preparing the documentation to secure a Letter of Credit in the amount of $50, 000 .0.0 for Mr. Edwards . The Letter of Credit requires the preparation of mortgage documentation and a subordination agreement which will take a few days for the attorneys to prepare and review. Once this documentation is in order, a Letter of Credit will be issued to the Town in accordance with your instructions . Time is of the essence and the bank will insure that it will do whatever is necessary to hasten the preparation and signing of the documentation, so that a Letter of Credit can be issued in a timely fashion. If you have any questions or should this letter prove to be inadequate, please feel free to contact me at 644-4412 . Sincerely, Eugene W. Skladnowski Assistant Vice President EWS/es 40�M ff � O � LETTER OF TRANSMITTAL i ti,�o�Goy, PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE ( 20.3 ) 644-2511 TO: WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests —' — Bond reduction requests Inland wetlands plans Final plans for filing Change order form Other Correspondence Co ies A 1. No. Pro Act THESE ARE TRANSMITTED as checked below: For review and commentFor your file Returned with revisions For your use — As requested — Other PLEASE RETURN/COMMENT BY: COMMENTS: From: /AO J Copy to: ;d, �-� •� .• Z Lz TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON X_,1. i-',Ezr Phon e No. P&Z No. Site Name 7-- Phone No* Owner— Contractor 7"A 7 3A 1 41 Date: Signature of Owner ,, Date: Signature of Design Engr. It I CHANGE: (Describe location and 'jna*-une of change. Include three (3) copies of plan/profile of Change. ) 7. Reason for Change: (Why is change required) 4 APPROVALS: (As Required) Date:__�.,_ Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works- " Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant �".0. �c TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: -� CHANGE ORDER CONTACT PERSON Z1G� � e "'�►S�p ',,. _ phone No. Address_ ' / w - 4. Site Name rl, s•w� ' P&Z No. t'r1�`n.,��% r2 ' Owner `'�,:� 'n l r �? Phone No. Z6 e; Contractor .�. c Signature of Owner Date: Si gnature of Design Engr. Date: '. CHANGE: (Describe location and n to a of change. Include three (A copies of plan/profile of Change. ) Reason for Change: (Why is change required) t r , 'e3 i a tits APPROVALS: (As Required) Of P Date: f. Dir. lanning 1► Town Engineer ` Date: Date: of Publics Works Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant ~ 7"i THE JACK � 00, / FARRELL Y O COMPANY of ` �{ �� r f� Wer rLA Locat TTs: 4 �b 150 UNIVERSAL DRIV (Reaqft P 3-7 CONSTRUCTION MATERIALS PHONE 203-243-9714 NORTH HAVEN,CT 06473 20 147 97 OLD POQUONOCK ROAD 1-800-423-0112 COLTON ROAD r PHO 39- BLOOMFIELD,CT 06002 FAX 203-286-0867 EAST LYME,CT 06333 \ 3- V • WATER/SEWER 7EST REPORT PROJECT/LOCATION: AJ INSPECTOR: Ay f ..,, -/to G'V3 h Ca. :C. . DATE OF TEST: 41 HYDRO` .. TEST WATER MAIN TEST ❑ SEWER MAIN TEST ❑ LENGTH\OF TEST: STATIC PRESSURE: TEST PRESSURE: ALLOWABLE LEAKAGE: ACTUAL LEAKAGE: TEST RESULTS: PASSED ❑ FAILED ❑ a REMARKS: 7 ,R AIR ST MANHOLE TEST PRESSURE TEST;": RESULTS NUMBER IN P.S.I. ,,,. TjM S' r „OF REMARKS OR STATION START STOP DROP INVMI . _ TEST at 0 • o- 5"'"` ` sass o �g ya I certify that the above information is a true and accurate account of the,tests performed at this location. SIGNED: INSPECTOR TESTOR i i { RECEIVED a JUN 9 1994 # c • � P�1[�G' DEPI, .1, f i I Y: C `r R i c f S y f� M E M O R A N D U M TO: Marcia A. Banach, Director of lanning FROM: Jerry C. Iazzetta, Town Enginee DATE: June 15, 1994 RE: WYNDEMERE COURT We have reviewed the request for a bond reduction at Wyndemere Court and recommend that it be reduced to $77 , 000 . 00 . Attached for your files is a copy of the bond estimate. JCl/jsv Enclosure TOWN OF SOU714 WINDSOR BOND ESTIMATE FORM l A PROJECT: 111 V0wUaA_ &x4r STREET: �11_1 �80 P&Z I.D. : 10 1993 CALENDAR YEAR ENGINEER: fl ►1`11�;z,S�r.N,1c �i�C. DATE: Unit Unit uantit Price Cost O Item Descri tion 1 * 5O00.00 LS 0 1. Clearin & Grubbin ;%4 940.00 2. Stri & Stock ile To soil CY 2,4-7 0 2.0 0 3. Earth Excavation CY 10.00 Excludin Roadway & Trench CY 12.00 O 4. Roadwa Excavation � �500 00 CY 350 10.0 0 � Q 5. Earth Trench Excavation 0-4 ---- oo CY �7S 12.00 CD 6. Earth Trench Excavation ,0-10 7. Earth Trench Excavation 0-15 CY 15.00 18.00 8• Earth Trench Excavation 0-20 CY 50.00 9. Roadway Excavation Rock CY _ 10. Rock Trench Excavation 0-4 CY 50. 11. Rock Trench Excavation 0-10 CY :75-100 12. Rock Tren^h Excavation 0-15 CY 100.00 •CY 150.00 13. Rock Trench Excavation 0-20 'Z,970.00 � �,980 1.50 . 14. Formation o SY f Sub rade :2r 4 95o.00 d CY 330 15.00 15. Subbase Gravel 764- � j.Z�ZZ4.00 O 16. Processed A re ate TONS 16.00 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 Z26 1ojZ6D.� 19. 2 " Bituminous Concrete TONS 45.00 � Class I 20. ( Bituminous Concrete TONS 10- 50.00 E1,5 o Class II 1 LF 5Zo 3.00 21. Six inch As halt Li Curbin 0 22, Road Widenin Complete SY ZS 20.00 Aie SNXT �p'ly f,�. /8107 Sub-Total * Varies BOND ESTIMATE FORM Unit ' Item Description Unit Ouantit Price Cost 7f I,?Z 2 5.0 0 do, ' 23. Concrete Sidewalk 4 Wide LF y STORM DRAINAGE SYSTEM COMPONENTS •-.• 24. 60" RCP Class In Place LF 130.00 25. 54" RCP Class In Place LF 100.00 75.00 26. 48" RCP Class In Place LF 27. 42" RCP Class In Place LF 65.00 28. 36" RCP Class In Place LF 60.00 29. 30" RCP Class In Place LF 50.00 42.00 30. 24" RCP Class In Place LF 31. 21" RCP Class In Place LF 40.00 32. 18" RCP Class In Place LF 35.00 33. 15" RCP Class In Place LF 45 30.00 POLYETHENE PIPE 34. 8" ADS-N-12 or Equal 21.00 35.. 10" ADS-N-12 or Equal 22.50 ' 84 S 24.00 �ZO Z�.ao � 36. 12" ADS-N-12 or Equal 37, 15" ADS-N-12 or Equal 25.50 28.00 38. 18" ADS-N-12 or Equal UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15.00 LF 20.00 40. 8" PVC SDR 35 In Place RI_PRAP 41. Modified Ri ra CY 45.00 42. Intermediate Ri ra CY 45.00 43. Standard Ri ra CY 45.00 Page 2. Sub-Total $ i BOND ESTIMATE FORM Unit 61s/¢ Item Descri tion Unit uantit Price Cost DRAINAGE STRUCTURES . .EA. 5 '15 0 0.0 0 �7,5CO.oo 44. a "C" Catch Basin 45. 2000.00 a "C" Double Grate EA O 46. Type "C-L" Catch Basin EA 5 1500.00 as7�5�'O�o EA 1500.00 47. Manhole 48. Manhole With DropInlet "EA 2500.00 49. Manhole Over Ten Feet EA • 2000.00 50. Headwall EA * 51. Endwall EA 52. X Box Culvert LF 53. 15" Flared End EA 350.00 54. 18" Flared End EA 400.00 55. 24"Flared End EA 500.00 EA 850.00 56. 36" Flared End Q 57. 00 L�, "�"16, f . De wEll �-�-10 A1Z400.00 58. SA 59. III '►Qa? I-�oc�5 S 125.oo SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61. 10" PVC In Place SDR 35 LF 37 .00 62. 8" PVC In Place SDR 35 LF �S.r� 3 5.0 0 �ZG�425.00 d 63. 6" PVC In Place SDR 35 LF 324- 30.00 :,720.� d * Varies Sub-Total $ 73,200.00 Page 3 AND ESTIMATE � 14/s Unit tem Description Unit Quantity Price Cost SANITARY SEWER STRUCTURES 4. SanitarVManhole EA 5 1500.00 `'x�.5 •�O O 5. Sanitary Manhole w/Drop nlet EA. 2500.00 6. SanitaryManhole over 10 FT. EA I 2000.00 �`f�•oo O 7. 8. 9. 0. STRUCTURES & MISC. ITEMS ZSOO.00J Q I 1. Retaining Wall i EA ,cc /6 ZQ 2. Fence (Type: ?ot;r 90 '3. Guide Rail (Type: EA '4. End Anchorage (Type: EA 5. Guide Post EA 100.00 / ►6 . Pavement Marking LF QOO 1.5 0 ►7. Street Signs EA 1 75.00 18. Traffic Signs EA 75.00 cc 19. Street Lights EA 00 30. F urnishin /Placin Topsoil SY 2.50 9,250.°O � o� Zso 31. Fertilizing, Seeding and 3,700 2.50 ?,Z�• �i MulchingSY 32. Trees EA 150.00 B3. Maintenance/Protection LS of Traffic * Varies s• 00 Page 4. Sub-Total $ 3 BOND ESTIMATE FORM ,1�� . Unit Item Description Unit Quantity Price Cost 84. Construction Staking LS 85. As-Builts LS 01 86. Iron Pins EA 100.00 87. Concrete Monuments EA � 250.oo �Z�•°O ZS� 00 88. Landscaping LS 89. Fpi'rum-PiovS liJALY- L;: 570 90. 5MC4 SY I!5 S.co-75 91. Covc. LF g„ ✓�l< �.tiM 15 3S.�'� ,� 92. 4 I4,SZS.�� � 00 93. WaTa�czT Sub-Total Page 1 Sub-Total "Page 2 0 Sub-Total Page 3 $ 73 3%^•oa ?��,� Z ��7D Sub-Total Page 4 $ o 12 3 Zr• Sub-Total Page 5 $ �" 4-115/0 1 �'• .S Sub-Total 25% Contingencies x Sub-Total: $ 59 o38.0a foal TOTAL S 00� �13 000 Y _r.0 a Z41��� * Varies �Z Page 5. d U 0� C V � G 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 soR co� AREA CODE 203/644-2511 June 29 , 1994 Mr. Brian Edwards B & M Enterprises 376 Pleasant Valley Road South Windsor, CT 06074 Dear Mr. Edwards : Re: Appl . #92-43P, Wyndemere Court Senior Residence Development This is to advise- that the Planning and Zoning Commission voted on June 28, 1994 to reduce the subdivision .bond for the above- referenced project from $223,000 to $77 ,000 . Please forward an amendment to the bond we are currently holding showing this reduction at your earliest convenience. Thank you. Very truly yours, P NING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm 1� 1 cc: Town Engineer 11 2 ✓&4 .. Z IQ qP C� 9 4 8 RECEIVED 4 2 4 199 0 CT � . The �� o� 376 Pleasant Valley Road Total South Windsor, CT 06074 Tree Care Company ll ®T 6 (203) 528-5418 To Whom It May Concern, I would like to request the release of my $ 5,000.00 bond for erosion control at Wyndemere Court, all work including seeding has been completed. This bond was put in place as a cash bond, and so would appreciate any expedience that can be shown. Sincerely, Brian Edwards M E M O R A N D U M TO: Planning & Zoning Commission FROM: Inland Wetlands Agency/Conservation Commission RE: Releases and Reductions of Bonds DATE: October 27, 1994 At the Inland Wetlands Agency/Conservation Commission October 26, 1994 meeting, it was voted to reduce/release the following bonds: Appl #92-43P, Wyndemere Court: Present bond amount is $5, 000; recommended bond reduction is $5, 000; remaining bond balance is 0 � 'OHIN SE, O w h a � m = Ct.(J • 4r��soR•co���G 1^540 SUL N AVENUE SOUTH WINDS OR. CONN. 06074 NOV tz 2 AREA CODE 203/044_2511 1 1994 SOUT November 18 . , 1994 Brian Edwards B & M Enterprises 376 Pleasant Valley Road South Windsor, CT 06074 Dear Mr. Edwards : Re: Application #92-43P, W yndemere ,Court This is to advise you that the Planning and Zonin voted on November 15, 1994 to release the IW g Commission A the above-referenced project in the amount /CC bond for of $5, 0010 . Advance arrangements should be made to that the necessary contact persons wiplck up the bond to ensure have any further questions contact the p be available. If ou 644-2511 , ext 253 . Thank you, be Department at Very truly yours., PLANNING & ZONING', COMMISSION Frank A. Castro Vice Chairman FAC/pmm cc: Town Engineer LETTER OF TRANSMITTAL PLANNING DEPARTME NT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE / SOUTH WINDSOR CT 06074 DATE ( 203 ) 644-2511 TO: 02-\�-A 12 J* 2 4 1995SDM w Dot WE ARE SENDING YOU: P & Z initial plans Drainage com P &' Z final plans Bond estimate Inland Wetlands plans Bond reduction requests Final plans for filing Change order fo Other Correspondence Co pie Appl . No. Project THESE ARE TRANSMITTED t-S 14 livS d�.a,+rE � For review and con fW � ,,�,�„��s��'= file . For your use /�-f �'"'"e`'�� �� � .5fa* i With revisions As requested T Other K,g,�� ,t f�riSirrr'n , !fvr u,s..►..,� r�e�K PLEASE RETURN/COMMENT E ,f pt�r�s,0, r°' 17 COMMENTS: wow - 5� Copy to: From: esigo RECEIVED rofessiona is, io•nc. civil engineers planners surveyors JA 2 4 ■ o� a" Cb e 8 ti January 24,1995 Marcia Banach Plannin g Director Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Dear Marcia: Re: Bond Reduction Wyndemere Court Nevers Road South Windsor,Connecticut Project No. 92-611 Please be advised that all bonded improvements have been completed along with the as-built survey, and our client, Brian Edwards, hereby requests a release of the performance bond. Sincerely, Design Professionals,Inc. By �--_ Richard -P. Principal cc: Brian Edwards Jerry Iazetta 165 South Satellite Road, South Windsor, CT 06074 • 203 291-8755 • FAX: 203 291-8757 c � c � _ ■ esigo rofessionals, inc. %8_1 9 civil engineers • planners • surveyors Cz RED J A N 2 5 1995 � N� January 24,1995 : Marcia Banach,Planning Director Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Dear Marcia: Be: Bond Reduction Wyndemere Court Nevers Road South Windsor,Connecticut Project No. 92-611 t all bonded improvements have been le along Please be advised that �.mp cc�� g with the as-built survey, and our client, Brian Edwards, hereby requests a release of the performance bond. Sincerely, Design Professionals,Inc.A. l� By* " Richard P. Mar .,L.S Principal cc: Brian Edwards Jerry Iazetta T 06074. 203 291-8755 • FAX: 2 3 291-8757 165 South Satellite Road, South Windsor, C ( ) ( � ) <./ emo from TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR,CONN.06074 ;\ TO �A�l'b5 DATE 6004 r4 ti�)N(r L SUBJECT: Conn.»U rJ)Ty CGr4re& p2 I vc,�p�/ SIr�S'TZ EM SIT" ""C FOLD- " r? f"bLC.pWrN lr- iS 77TE CoS?" o/- TE�f'�f<tL gcFfAier G- s&-rTLED COT i� ���;�n�1�- -X> � co rn nn v�� Y C6W78-`q. (3f l%J Erja,j 5 w)c cox CvNIST, ?-o c.Ct"N'-:;UT* iAJyNq©6A1 E" CoueT 70 -17V t Xs)s-r,r4- S awm L,�•3E. gc:OA IK wriS 01,9os' 8 Y 7746 'row o r Spintr oLe; 0. - 3~9S PE-f.- Acq uE5r M Aoc- ,a y b ftL t12D p v N-U rr A-. 5 Gz.w COS. 13 76* CUSS-Sl: r 3Go, 87 r By - -- Date —4 � Hour NTO � /4w� WHILE YO WEE OUT *" y From Of ( /�G �S i�w.✓ /�i2-vi®L/ /`�7 5 /NS ci�ts`�4-. Phone l3 !> L—�f'/.�. J� /2. - 3 y. Ttf2�- Telephoned Returned,Call Please Call !S Please See Me Will Call Again important Me o C� At n orr,rkf✓ cr c WX 2- Signed Q O oe a 1-7 coo a Lk 66 1-0 100 a off`' ICI esigo 9 rofessionals, inc. civil engineers • planners • surveyors LETTER F TRANSMITTAL ■ TO: Mr. Jerry Iazetta DATE: 1/24/951 Town Engineer 1540 Sullivan Avenue South Windsor,CT 06074 REGARDING: Revised As-Built Survey PROJ. NO. 9�-611 Wyndemere Court South Windsor,Connecticut WE ARE SENDING YOU: for your use X at your request for approval for your file$ for review and comment THE FOLLOWING: Two blueprint copies of Rick's revised as-built survey. Thank you. JAN 2 5 1995 0 saum+wNW E Design Prof ionals, Inc. z, By: /4 Peter R. DeMallie Principal cc: Brian Edwards 165 South Satellite Road, South Windsor, CT 06074 • (203) 291-8755 9 FAX: (203) 291-8757 esign RE�Ea 9 ? fessionals,o inc. JAM 2 4 1995 civil engineers • planners • surveyors Ql' # mt Cb e g ti January 24,1995 Marcia Bana.ch,Planning Director Thwn of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Dear Marcia: Re: Bond Reduction Wyndernere Court Nevers Road South Windsor,Connecticut Project No. 92-611 Please be advised that all bonded improvements have been ccopletetd along with the as-built survey, and our client, Brian Edwards, hereby requests a release of the performance bond. Sincerely, Design Professionals,Inc By* Richard P. Mar •rL• • Principal cc: Brian Edwards Jerry Iazetta 165 South Satellite Road, South Windsor, CT 06074• (203) 291-8755 9 FAX: (203) 291-8757 i ■ 0-40 (�Vt ?esigp fessionals,o inc. ■ civil engineers • planners • surveyors LETTER OF TRANSMITTAL ■ TO: m'• Jerry Iazetta DATE: January 25,1995 Thwn Encaineer 1540 Sullivan Avenue South Windsor,CT 06074 As-Built SurveyPROJ. NO. 92-611 REGARDING: W n,demere Court South Windsor,Connecticut WE ARE SENDING YOU: for your use x _at your request for approval for your files for review and comment THE FOLLOWING. Three blueprint copies of the as-built survey. 'Thank you. 4RECENLU s N a' 0A EM.DEIL � esi n Prof e nals, Inc. D g By: peter R. DeMallie Principal 165 South Satellite Road, South Windsor, CT 06074• (203) 291-8755 • FAX: (203) 291-8757 r M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: February 21 1995 RE: WYNDEMERE COURT We have reviewed the January 24 , 1995 request for a release of the bond for Wyndemere Court and recommend that it be reduced to $30, 000 which would be at "maintenance level" . We have had some concerns about the work done on the sanitary sewer line across the Community Center yard. In the spring we will inspect the condition of the yard area to determine if additional work on the lawn will be necessary. The trench across the parking lot driveway will need to be repaired and the as-built drawings are incomplete. a M E M O R A N D U M 4i TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: February 2, 1995 RE: WYNDEMERE COURT We have reviewed the January 24 , 1995 request for a release of the bond for Wyndemere Court and recommend that it be reduced to $30 , 000 which would be at "maintenance level" . We have had some concerns about the work done on the sanitary sewer line across the Community Center yard. In the spring we will inspect the condition of the yard area to determine if additional work on the lawn will be necessary. The trench across the parking lot driveway will need to be repaired and the as-built drawings are incomplete. 0A1 SOW N SE,< 'D Y �- 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 NbSOR•Co February 9 , 1995 Brian Edwards B & M Enterprises 376 Pleasant Valley Road South Windsor, CT 06074 Dear Mr. Edwards: Re: Application #92-43P, Wyndemere Court This is to advise you that the Planning and Zoning or hCommission voted on February 71 1995 to reduce the bond above-referenced project to a maintenance level of $30,000 . This bond will expire on February 7 , 1996 . Enclosed are comments from Jerry Iazzetta, Town Engineer, regarding remaining work that must be completed during the maintenance period. Please forward an amendment to the bond we are currently holding at your earliest convenience. Thank you. Very truly yours, PLAN�J�'/yTJ�r{TNG & ZONING CO ISSION Russell G. Levack, Chairman RGL/pmm Enclosure cc: Town Engineer RECEIVEE FE B 1 0 1995 SOUTH MNCS?^ "NG.mw M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: February 2, 1995 RE: WYNDEMERE COURT We have reviewed the January 24 , 1995 request for a release of the bond for Wyndemere Court and recommend that it be reduced to $30, 000 which would be at "maintenance level" . We have had some concerns about the work done on the sanitary sewer line across the Community Center yard. In the spring we will inspect the condition of the yard area to determine if additional work on the lawn will be necessary. The trench across the parking lot driveway will need to be repaired and the as-built drawings are incomplete. ■ ?esigo fessionals,o inc. civil engineers • planners • surveyors LETTER OF TRANSMITTAL ■ TO: Mr. A. Bowen Davies DATE: March 28 , 1995 Deputy Town Engineer 1540 Sullivan Avenue South Windsor,CT 06074 REGARDING: Revised As-Built Survey PROJ. NO. 92-611 Wyndemere Court South Windsor,Connecticut WE ARE SENDING YOU: for your use at your request X for approval for your files for review and comment THE FOLLOWING: As built survey revised per your comments . Thank you. 1 2 3 A M Design Professionals, Inc. By: Richard P. Mar tel ,P.E. ,L.S. Principal 165 South Satellite Road, South Windsor, CT 06074• (203) 291-8755 • FAX: (203) 291-8757 SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, C0^.ECTICU'P [LDING #1 WYNDEMERE COUR LOT # Reviewed By .�°�D (Engines M ENTERPRISES Date Revie /-��-y� Approved` i PLEASANT VALLEY RD S UTH WINDS R,C Reviewed By (Pi E # 21479 Ph # (203 j - Date Revi APPrx r " :e Submitted — al/13/95 '`**** •, F(� ^ od NAME anvar"fAX MEMO ns"s or. row' ►,,,,, ,. w� + , required in the Zoning and/or Subdivison u :upancy shall be issued until grading plat co proved by the Town Engineer. The minimum zPIMA Qdg/6� proved Denied N/AFa o Fhox' Z°!t— •� 1. Approve _ # 2. Finish gradingpe approved M building permit p v�1-1 /z, 5 3. Site work; i.e. trees, shrubs, - -- dumpsters, required parking 4. Utility location; a. sanitary sewer/septic system b. foundation drain C. electrical & telephone 1 d. water e. other ►� 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding /✓ 8. Planning & Zoning/ N9W &dztM' &Tzr Inland Wetlands Considerations w1ittv-u.sr s 3 c Na+L-S Qt LD W Sewer Permit No. Nj T +I T • G-A reeo 1&=a�� Pavement Excavation No. 99-44Q� Locilt J :OMMENTS: S~11. ,_,l`.� No F•.v�f.r Gam+ 0 � Gl' ,a+/L 4+.t.09-ftAW& /�Hw✓G ��J(iw•3iK� ���ol�itD �l���s°?rLd 'v �s A,t/�S d.Or-++s�7✓ t,��y i�t.:f his: ,3tr+/t.''y�i'✓."� L'D�G O/��s Nam. �✓.v cs.n-� . f/fo►s/ /!'/•tom ` Tf,yam.• Imo` .,'�+/++/�1 - s•.= D L'✓:�aTies✓$ =iipsN ?7-Z ,►pry f�+`�'�-'� �.:c.�f,��. �/� 12 fy�ovLi7 i3�'�LDS��-�� • x, # ✓� � � v -0 Tsui 2-4 ' q U ? bw►�ba n �' RAYMOND JEFFERSON 6 MAIN STREET CHESTER, CT. 06412 TEL: 203 526-8210 P1awng & Ztaina ca"issitt April 31 , 1995 Ms. Marcia A. Banach Director of Planning 1540 Sullivan Avenue South Windsor , Connecticut 05074 RE: Wyndemere Court , South Windsor Dear Ms. Banach , The size of white pine trees proposed on the landscape plan for Wyndemere Court have to be transplanted by a tree spade . An electric wire along the northern property line and a storm water pipe along the southern property line create a site condition that would not permit the use of a tree spade . The depth of hole created by the tree spade would have damaged the wire and pipe . I reccommeded that the landscape contractor use nursery grown plant material with burlaped ball to prevent damage of underground utilities. Please call me if you have any questions. el , Raym n Jefferson RJ: i,j . D TOWN OF SOUTH WINDSOR JUN 2 1"5 STAFF SITE CHANGE FOR SITE & SUBDIVISION South Windsor Planning & Zoning Commissiog GENERAL: CHANG E ORDER CONTACT PERSON � N A-�t a�_ Phone No. Address 37 � F��N�- u'4� Site Name IAJen) g nt 2 F Owner '(�jQ( nJ jE b W��S _ Phone Contractor S Date: Signature of Owner Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) qa= ro�"7 - "161� 0-0 Reason for Change: (Why is change required)Ill All �• s APPROVALS: (As Required) ) Date: Dir.. Of Planning � � Town Engineer Date: Dir. of Public Works Date: Date: Other: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department SOW N SE,� G U s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 OR•Co July 12, 1995 Brian Edwards B & M Enterprises 376 Pleasant Valley Road south Windsor, CT 06074 Dear Mr. Edwards: Re: Application #92-43P, Wyndemere Court This is to advise you that the Planning and Zoning Commission voted on July 11 , 1995 to release the landscaping bond for the above-referenced project. 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. 253. Thank you. Very truly yours, PLANING & ZONING COMMISSION R ssell G. Levack, Chairman RGL/pmm Enclosure cc: Town Engineer �L OwN SE,t� y S'.'4t" �!�• Y 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 tipSOR.Cps October 16, 1995 Mr. Brian Edwards B & M Enterprise Inc. 376 Pleasant Valley Road South Windsor, CT 06074 RE: WYNDEMERE COURT Dear Mr. Edwards: The maintenance ance bond for Wyndemere Court expires on February br aryl , We 1996 . We have made a site inspection and find that ollowing items are outstanding: the n°January munity 1 . Temporaryrepairs to a trench across were made by Town forces o Center driveway 1995 because the contractor who installed respond the to 23► did not P sanitary sewer for your facility trench. The cost sinking of this repair is $36 .8 our request to repair theand must be paid. We had viousl no you verbally of this outstanding pre y bill on January 25, 1995 . 2 . A concr ete monument has been left on the ground at the southwest corner of this site and should be removed. ddressed by November 15, 1995 . If you have Please have these items a any questions please call me at 644-2511 , Ext. 245 . Very truly yours, Je ry C. Iaz a, P.E. To n En eer JCl/jsv cc: Marcia A. Banach, Director of Planning Anllk:/1G951ed►9r&10-16 <.Memo from TOWN OF SOUTH WINDSOR TOWN HALL 1. SOUTH WINDSOR.CONN.06074 , F TO DATE t)c-UT)/ Gnq G-i n aFr.. L SUBJECT: CO3-o!nU^lrry car.lTtw- P2i�--lvgi s6-MEMP4-r 'OLD- -T-74E F0LL0L.i,•V 4- i S M COST Oi= S&M"LiM =�' �,s �/����►�►;- � � co n,.>r,c.���ry c�� ���,��A� �y �;��cox Cv�': C,J•.�N „JYN0(m89 c00eT 7b XS�57��4r S�wc� L��3E. 2c�Ar�C Spot w)r►JS'6t STrt e T oer; O.-� pi- i4�umM.S SGeUrCt:.w,- . f ' `'S O% •S c'SYLt�L=J�- k=F&ZC-, 196-P HC 10n1 FJ L6. /Y.87 LAtcf, -7 tS tRQQ+P. 13 , 7�; GLfk-SS 3(a, 5-7 -T tv IL - 1 By 1J� i 6L CF �e N T E R M Mo O F F I C E To: Jerry Iazzetta, Town Engineer From: Karl Reichle, Superintendent of Parks and Grounds Subject: Community Center Lawn Date: October 16, 1995 On my inspection this morning of the Community Center lawn, it appears the site has been restored to it's original condition where the sewer line was installed. Karl E. Reichle Superintendent of Parks and Grounds