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Special Exception/Site Plan of Developme (3)
I, Russell G. Levack, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on April 15, 1997 the Planning and Zoning Commission granted to the Town of South Windsor/Building Commission a Special Exception to Article 4.2.8.c of the Zoning Regulations to construct an addition to the Timothy Edwards Middle School as shown on plans prepared by S/L/A/M Collaborative, Inc., project #95040.00 and revised through dMarch 27, 1997, A-30 zone. Assessor's Map and Parcel Number: Map 67, Parcel 78; Map #66, parcel 60 and 59 More particularly bounded and described as follows: (legal description from Deed or Mortgage) SEE ATTACHMENT A & B OWNER OF RECORD: Town of South Windsor Dated at South Windsor, Connecticut this 23rd day of April, 1997 In accordance with CGS Section 8-3d IX Russell G. Levack, Chairman Planning & Zoning Commission Received for record this day of , 19 ,at South Windsor, Connecticut ATTEST: Town Clerk 1 i ,COW N Sf4 oyz UT m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 c ti AREA CODE 860/644-2511 oSOR.00N April23, 1997 CERTIFIED MAIL Town of South Windsor Public Building Commission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: Appl 97-22P, Timothy Edwards Middle School Addition We are pleased to advise you that the Planning & Zoning Commission voted on April 15, 1997 to approve with modifications the above-referenced application for a Special Exception to Article 4.2.8.c of the Zoning Regulations and Site Plan of Development for the expansion of Timothy Edwards Middle School on property located at 100 Arnold Way, A-30 zone as shown on plans prepared by S/L/A/M Collaborative, project #95040.00 and revised through March 27, 1997. 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. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4.13.10'of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. Architectural & Design Review Committee review required for fire pump house prior to bidding. 8. It is recommended that sight line improvements be pursued at the intersection of Foster Street and Arnold Way, and at Avery Street and Gray Road. 9. The existing transformer pad in rear of the building should be shown to be removed. 10. Irrigation system and details should be shown. 11. All beds around plant/tree groups, shrub groups, and in island areas should include mulch for ease of maintenance. 12. The enclosed Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Black and white transparent mylars of Sheets #Ex-3; L-1 -- L3 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, jPLALNING & ZONING COMMISSION ssell G. Levack, Chairman RGL/pmm cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal S/L/A/M Collaborative, Inc., 80 Glastonbury Blvd, 06033 a ATTACHMENT B Commencing at a point on the westerly line of Avery Street which point marks the southeast corner of the premises herein conveyed which point marks the northeast corner of land now or formerly of Clinton O'Brien; thence running in a northwesterly direction along land now or formerly of Clinton O'Brien, Walter Foster, Mildred Smith, and Edwin Barber, et al, partly by each, in all 3020. 05 feet to a point in the easterly line of Poster Street; thence running in a northeasterly direction along the easterly line of Foster Street, 771. 7 feet to a point; thence continuing along the easterly line of Foster Street in a northerly direction, 100 feet to a point in the south line of land now or formerly of Joseph C. Willard, et al; thence running in a southeasterly direction along land now or formerly of said Joseph C. Willard, et al, 31. 48 feet to a point; thence running in a northeasterly direction along land now or formerly of the said Joseph C. Willard, et al, 351.6 feet to a point; thence running in a northwesterly direction along land now or formerly of the said Joseph C. Willard, et al, 33.44 feet to a point; thence running in a north- easterly direction along land now or formerly of Melvin G. Cox, et al, Doris M. Rivosa and John Irwin, et al, partly by each, in all 1076.36 feet to a point; thence running in a southeasterly direction along land now or formerly of Harry L. Welles, et al . 1036.50 feet to a point; thence running in a southwesterly direction along land now or formerly of J. Birnie Gray, 1116.8 feet to a point; thence running in a south- easterly direction along land now or formerly of the said J. Birnie Gray, 514.3 feet to an angle point; thence running in a southeasterly direction along land now or formerly of the said J. Birnie Gray, 45.25 feet to a point; thence running in a southwesterly direction along land now or formerly of the said J. Birnie Gray, 73 2. 13 feet to a point; thence running in a southeasterly direction along land now or formerly of the said J. Birnie Gray, 1085 feet to an angle point; thence running in a southeasterly direction along land now or formerly of the said J. Birnie Gray, 139. 08 feet to an angle point and thence continuing in a southeasterly direction along land now or formerly of the said J. Birnie Gray, 220.5 feet to a point in the westerly line of Avery Street; thence running in a southwesterly direction along the westerly line of Avery Street, 342.15 feet to the point of beginning. MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE : April 8, 1997 RE : TIMOTHY EDWARDS MIDDLE SCHOOL SITE PLAN - 97-22P We have reviewed the revised drawings dated 3-27-97 for the Timothy Edwards Middle School Site Plan and have the following comments : Traffic Analysis 1 . There were several areas indicated in the traffic analysis recommendations that would facilitate traffic flow to this site. We would recommend that sight distance improvements for traffic at Foster Street and at Avery Street be implemented. We understand that this would entail clearing brush, etc . that is not within the Town right of way. However, obtaining a permanent easement could be an option to accomplish this . 2 . The plan dated 3-17-97 presented at a meeting with the applicants traffic engineer showing bus turning movements indicates that busses must hug the curb as they are coming out of parking area in order to not be into the opposing traffic lanes when turning out of the parking area. This will take policing on the part of the applicant to insure that no conflicts exist . Also, the drawings dated 3/27/97 show the bus spaces at a 450 angle, the plan from the traffic engineer recommends 40 °. Site Demolition Plan (south) LX-2 1 . The existing transformer pad in rear of the building should be shown to be removed. Site Planting Plans 1 . Plans show an area delineated as "Limit of Irrigated Area,, . The irrigation system should be shown along with details of system. 2 . All beds around the groupings, shrub groupings and in island areas should be mulched for ease of maintenance . Plans show some areas mulched but not all . JCl/jsv X197/MABMEMOSQ'E9-8 7 TIMOTHY EDWARDS MIDDLE SCHOOL PH19.7 1. Application for a special exception to Article 4.2.8.c of the zoning regulations and site plan approval for expansion of Timothy Edwards Middle School, A- 30 zone. This application includes temporary relocation of the existing portable classrooms to a new location behind the school. The original application was withdrawn and this new application submitted in response to a determination from the Town attorney that new information from applicants is not allowed to be provided to the Commission by Town staff. Staff would like all information provided for the first application incorporated into this hearing. 2. The expanded building will be just over 215,000 square feet. Building coverage will be 12%, 15% allowed; impervious coverage will be 30%; 35% allowed. Building height will be at the maximum allowable 30 feet. 3. Our parking formula would require 860 parking spaces for the expanded building. The applicant is requesting waivers to provide 405 parking spaces and to reduce the size of the parking spaces from 10 x 20 feet to 9 x 18 feet. 4. There are regulated areas on site. The Inland Wetland Agency/Conservation Commission approved this application on March 5, with a $5,000 bond and no unusual approval conditions. 5. The school is served by public water and sewer. The Water Pollution Control Authority approved the sewer plans for the addition on February 5. 6. With the previous application, Town staff had expressed a concern regarding bus parking and maneuvering within the proposed bus parking area. Town staff visited the Sage Park school in Windsor, in order to observe the actual operation of a similar bus parking arrangement. The arrangement worked quite well, and the buses did not appear to have any difficulty maneuvering into position and departing the parking area. 7. The traffic study also includes recommendations for sight line improvements by the Town at the intersection of Avery Street and Gray Road, and at the intersection of Foster Street and the school entrance drive. Both sight line improvements would require easements from private property owners. Staff suggests that the applicant pursue the recommended sight line improvements. 8. The Town's Recreation Department suggests that athletic fields be brought back on-line as quickly as possible to minimize disruption to athletic programs and clubs; this disruption would place further demands on already- oversubscribed fields at other locations. 9. If this application is approved, the Planning Dept. has no requested modifications. p. E7 ------------------- � w1re -4-� TY)S Memorandum .................................................................... To: Russel Levack-Chair, South Windsor Planning and Zoning Commission CC: IWA/CC From: Elizabeth Warren-Chair, South Windsor Inland Wetland/Conservation Commission Date: April 8, 1997 Re: Fencing around detention basin at Timothy Edwards Middle School It is the understanding of the South Windsor Inland Wetland/Conservation Commission that the Planning and Zoning Commission has safety concerns with allowing the fencing around the,proposed southern detention basin to only go partially around the basin. fuze that Planning and Zoning's charge is to provide for the health,safety,and NOWWOUthe citizen of South Windsor. For this reason,the Commission is not opposed to : ::'` ed fen cing completely ,,.�t�p s. g p ly encircling the detention basin. "tact me if yo u u have an y ny questions concerning this memo. 1 STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION Commissioner of Transportation DEPARTMENT OF TRANSPORTATION Commissioner of Public safety a. 2800 BERLIN TURNPIKE, P.O. BOX 317546 Commissioner of Motor vehicles NEWINGTON, CT 06131-7546 Phone: (860) 594-3020 June 2, 1997 Mr. James W. Ford, P.E. Senior Project Manager Earth Tech 655 Winding Brook Drive Suite 402 Glastonbury, CT 06033-4337 Dear Mr. Ford: Subject: Town of South Windsor Timothy Edwards Middle School Expansion Certificate Determination This is to confirm receipt of your May 19, 1997 letter and copy of the traffic data. The submission has been reviewed by the Department's Division of Traffic Engineering. The conclusion of the investigation revealed that the site-generated traffic will not significantly impact the state highway system in the area. Therefore, a certificate will not be required pursuant to Section 14-311 of the General Statutes. Very truly yours, 4 �, 14MVd, Richard J. Howard, P.E. Executive Director cc: Agent Richard Bond Mr. John R. Collins An Equal Opportunity Employer Printed on recycled or recovered paper SOWN se" ys < m s f, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �rtiaSOR co��,� AREA CODE 860/644-2511 June 19, 1997 Howard Fitts, Chairman Public Building Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear: Mr. Fitts: Re: Preconstruction Meeting — Appl #97-22P, Timothy Edwards Middle School Portable Classroom Relocation IN ATTENDANCE: Richard Doyle, Jr. Richards Corp. 64 N. Harwinton Av 583-9229 Terryville, CT 06786 Peter Sobin S/L/A/M Collaborative 80 Glastonbury Blvd 657-8077 Glastonbury, CT 06033 Tracy LaPiene Town of South Windsor 644-2511 ext 257 Rob Pinckney 0 & G Industries 112 Wall St 589-9261 P 0 Box 907 Torrington, CT 06790 Joe Perna Design Professionals, Inc 165 So Satellite Rd 291-8755 Mel Stead Town of South Windsor 644-2531 Fred Shaw Town of South Windsor 644-2511 ext 247 Jeffrey Folger Town of South Windsor 644-2511 ext 229 Karl Reichle Town of South Windsor 644-2531 Michael J. Gantick Town of South Windsor 644-2511 ext 242 Michele R. Lipe Town of South Windsor 644-2511 ext 252 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 movingoperations in each area and maintained/cleaned out during construction. Call the 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 road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto water is to be used for dust control as required. Calcium chloride or water is to be used for dust control as required. 3. The only area to be disturbed is that area necessary for the relocation of classrooms. Public Works 1 . Roof leader drainage needs to be directed to existing drainage outlet or to detention basin. 2. Any problems and/or questions regarding construction of this project will be directed to Rob Pinckey in the field. 3. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 4. Normal hours of operation 7:00 a.m. — 5:00 p.m., no work on Sunday. W.P.C.A. 1. Temporary sewer lateral from portables are being installed. Inspections needed by Engineering Department when put in place. Very truly yours, ft" Michele R. Lipe, Assistant Director of Planning MRL/pmm cc: Jerry C. Iazzetta, Town Engineer Sgt Michael Ritter, SWPS Karl Reichle, Public Works Mel Stead, Public Works George Parkhurst, CL&P Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control OWN 8 f44 • 4 � 9 � r� �J �"r�.?S��LS.I L t2.d 3�6.t.�V L 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 soa•co' AREA CODE 860/644-2511 June 25, 1997 Town of South Windsor Public Building Commission 1540 Sullivan Avenue South Windsor CT 06074 Dear Madam/Sir: Re: Preconstruction Meeting —Appl #97-22P, Timothy Edwards Middle School Addition IN ATTENDANCE Michael Gantick Town of South Windsor 644-2511 ext 242 Joe Mazon S/L/A/M 80'Glastonbury Blvd 659-1010 ext 2923 Glastonbury CT 06033 Karl Reichle Town of South Windsor 644-2531 Robert Donahue Town of South Windsor 644-2511 ext 240 Jeffrey Folger Town of South Windsor 644-2511 ext 229 Ken Lane SNET 40 Brainard Road 725-4295 Joe Perna Design Professionals, Inc. 165 So Satellite Rd. 291-8755 D. J. Doyle Richards Corp 64 N Harwinton Ave 583-9229 Terryville, CT 06786 Jim Levins Richards Corp 583-9229 Rob Pinckney 0 & G Industries 112 Wall Street 489-9261 Torrington, CT 006790 Mel Stead Town of South Windsor 644-2531 Michele Lipe Town of South Windsor 644-2511 ext 252 Bob Arsenault Design Professionals, Inc. 291-8755 Peter Sobin The S/L/A/M Collaborative 657-8077 Tracy A. LaPiene Town of South Windsor 644-2511 ext 257 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 maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected (ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto water is to be used for dust control as required. Calcium chloride or water is to be used for dust control as required. Public Works 1 . Only approved plans, stamped by the Planning Department, are to be used on the job site. 2. The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist requested for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade ' compaction tests as per Developer's checklist d. Preparation of subbase, six (6') inch lifts e. Placement of bituminous concrete, 2 inch layers maximum 3. Certification of gravel used as subbase will be required from an approved testing company. 4. Certification of all products used -- storm pipe, structures, pavement, etc., shall be presented to the Town Engineer prior to installation. 5. Two (2) weeks notice must be given prior to placing the finish pavement course. This is to allow for inspection and correction measures (if necessary) of the infrastructure, prior to final pavement. . 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. 7. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 8. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located as per revised as-built checklist. IR T 9. Any problems and/or questions regarding construction of this project will be direct to Rob Pinckney of 0 & G Industries, 644-2502 in the field. Jerry Iazzetta, Town Engineer is contact for Town Staff, 644-2511 ext 245. 10. 0 & G Industries indicated they will be holding meetings on Friday at 1:00 p.m. starting on June 27, 1997. 11. Forty-eight (48) hours notice needed for certificate of occupancy inspection. 12. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 13. Normal hours of operation 7:00 a.m. — 5:00 p.m., no work on Sunday. 14. No paving after October 15 or before April 15 without written approval from Director of Public Works. ' 15. Permits needed for street excavation and all sanitary work. 16. Progress as-builts are needed prior to paving. 17. Final as-builts are required prior to final Certificate of Occupancy being granted. 18. Public Works Department would like a phasing sequence so they can plan grounds maintenance. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. W.P.C.A. 1. Permit needed for sanitary laterals; grease trap needed. SNET NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting (if required) to be coordinated with the Fire Marshal. t i I Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property which abuts a public highway must be numbered. Such number(s) (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building pdrmit. Coordinate with Chief Building Official. Very truly yours, 1U-4Q'L Michele R. Lipe, AICP Assistant Director of Planning MRL/pmm cc: Jerry C. Iazzetta, Town Engineer Sgt. Michael Ritter, SWPS George Parkhurst, CL&P Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control Pat Hankard, Director of Facilities } .. ,r. v ., TOWN OF SOUTH WINDSOR . STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON;kt 11 1kC.Phon.e No V-DI 67 65 Address '�� r..."ocJt u ' x1 ��►rT ? i/J't�t Site Name — ►WARAS loOff U+ �• P& ',No Owner' nur1i V�?rw+ C'c� .lc .5 Phone No 2�1 Yt..x:a Contractor 0 NC.►--tTafe N • Signature of Owner Date:=�- Signature of Design Engr. 'PDate•. CHANGE: (Describe location and,na r of c ge. Include Four (4 ) copies of plan/profile of Change. ) o� liX dr2" 'iCv .'c4+afa PWG540 �f3 G Reason for Change: (Why`.is change required) : MiMC9 s-AWNS -Y '`1 ate +tc. nu s ,N ' rhTw d �,IRJFG't�GcFf' IL�aGt S V-A4k!T j e i r5w . UTJ T APPROVALS: (As Req fired) ` Dir. Of Planning Date: G Town Engineer Date'. Dir. of Public Works : Date:..-- Other: . Date': STAFF `COMMENTS AaA!IjLdj,,� JIn White - Town Engineer . Yellow - Ap'Pl cAnt; Pink - Director of Planning Goldenrod - Engineering Department t t 7 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: ' CHANGE ORDER CONTACT PERSONpei i&to Phone No. 29f-&� Addressu so% 5 +> 60��'tt� u)►� T Site Name P&Z 'No. Owner Phone No. "Z1+tad Contractor ? -f� 1 roc ^rf2� -. 1. c irzwu �2�. d.-23o'� Ig ,ay CAM_ Signature of Owner t "';+ bx i Date`: C ' ` Signature of Design Engr. Date:' 1- 3/ . f7 CHANGE: (Describe location and nature o change. Include Four (4 ) copies of, plan/profile, of Change. ) Reason for Change. . -(Why is change required). i . F APPROVALS: (As Required) Dir., Of Planning Date4i Town Engineer Date: dS— a- ' Qir. of Public o s Date:, ' Other: Date: STAFF COMMENTS White Town Engineer Yellow - Applicant' Pink —Director of Planning Goldenrod _ Engineering Department } i Mr. M. Galligan RECEIVED' Town Manager APR 22 1ft Town of South Windsor 1540 Sullivan Ave . SORN South Windsor, CT 06074 April 14, 1998 Dear Mr. Galligan, We , the undersigned residents of Clinton Drive, are concerned about the holding pond at the rear of the new Timothy Edwards School addition . As designed, the pond does not drain fully and retains stagnant water during non-rainy periods. We are concerned that that stagnant water will prove a breeding ground for mosquitoes and, subsequently, more serious diseases such as encephalitis . Such a worry is not unfounded, considering the events at the CT shoreline last year. We have attempted to get the Town Wetlands Officer, Jeff Folger , to respond to this issue . So far we have been unsuccessful . We are therefore escalating our efforts in this regard. By copy of this memo , you and all parties on the CC : list are notified of our concerns and of our need for prompt resolution of this -matter. Thank you for your attention to this matter. Fran is P� on behalf of Clinton Drive Area Residents 151 Clinton Dr. South Windsor , CT, 06074 644-1659 CC: Jeff Folger, Zoning/Wetlands Officer Marianne Lassman Fisher , Mayor, Town of South Windsor Attachment, Petition for Resolution of Insect Problem at Holding Pond , Rear of Timothy Edwards School . PETITION TO RESOLVE THE ISSUE OF STAGNANT WATER AT THE REAR OF TIMOTHY EDWARDS SCHOOL We the undersigned , do hereby petition the Town of South Windsor to resolve the issue of stagnant water in the holding pond at the rear of Timothy Edwards School , such that there is no possibility of mosquitoes or other insects breeding there and subsequently creating a health hazard. Name Address 6-7 l3 S6 C� rZ r i ca ci ~ T-IaWn 0774C SOUt4 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 It.coN AREA CODE 860/644.2511 FAX 860/644-3781 MATTHEW B.GALLIGAN Town Manager May 12, 1998 Mr. Francis Pane 151 Clinton Drive South Windsor, CT 06074 Dear Mr. Pane: The detention basin at the back of Timothy.Edwards Middle School was designed to detain run-off and release it slowly so that down stream damage or flooding would not occur. It was specifically designed to retain run-off for periods of time for several reasons. First, would be to treat run-off borne pollutants, utilizing the natural plant community, thus returning as much of a naturally treated water to the ground water and waterways as possible. Secondly, is so that this area can be used as a teaching tool, a living classroom, enabling instruction in natural biological processes to South Windsor students. This area would not be used as such if there were a danger of encephalitis. Dr. Ted Andreadis, chief research entomologist at the Connecticut Agricultural Experiment Station in New Haven, and a mosquito expert, has informed the Town that encephalitis is of concern in the southeastern portion of the state only. South Windsor is not even_ in a low risk area. It is hoped that this information will negate any concerns you may have had. Very truly yours, Matthew B. Galligan Town Manager MBG:ck cc: ✓Robert Deptula, R.S. So. Windsor Environmental Health Officer Clinton Drive Petitioners r.ci t' ,'.Y'j„i .Rv 4t f`"3.1§'- "t,;'t i n •S�:y r.-y 3:. -j._ .a TOWN OF SOUTH WINDSOR STAFF SIT .CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER` CONTACT.. PERSON # . <�cryR trt Phone- No Address too AY°'Aoll VOMi-( Site Nameit � i�cuG66 wzer � tr(�.i�tc_ af+' Phone No O Contractor C (N tUS"'�t ► Date: , Signature of. Owner , ,Signature of Design Engr. : ��► Date: ` CHANGE': (Describe location and nature of, change. Include Four (4 ) copies of plan/profile of Cha :4, nge. ) rid' :t�oar 1 Reasgn fora Changer -(Why is change required) Wig j T T :.APPROVALS t (As Required) Dir. .Of Planning Dade' Town Engineer = Date. Dir. of Public 1W"orkkss Dete:: Other: � _ t "v�-,�Cr Dates STAFF 'COMMENTS de- �c� ; Ems, �•-,..: ���t�"� �/��' , White - Town Engineer Yellow - Applicant Pink - Di'rector Planning Goldenrod ' - Enc�irieeri:ng Department 0 . 111 Dogwood Lane South` Windsor, Conn. 06074 February 25, 1999 Mr. Frank Castro, Chairman Planning and Zoning Commission Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Dear Frank: Enclosed find a letter from Frank Pane, 151 Clinton Drive, whose property abuts the Timothy Edwards School and is very close to a drainage pit. I The continuing problems listed are: 1. Black plastic erosion strips. When are they to be removed? 2. Tree planting for a privacy screen as indicated on the landscaping plan. When are these trees being planted? 3. The school property being used by a "motorbike" for recreational purposes! By copy of this letter I am also asking these questions to: Jeffrey Folger, Zoning Enforcement Officer; Marcia Banach, Town Planner; Kenneth Fitzgerald, Chair, Public Building Commission; and Police Chief Gary Tyler. I recall quite clearly that Mr. Pane brought up the first two subject items at our Public Hearing for the TE project. It would seem that promises by the construction firm have not been kept! I am sure Mr. Pane would appreciate anything your good office could do to alleviate these stated problems. Cordially, 00�� Walter J. Mealy Commissioner, Planning & Zoning CC: Mr. Jeffrey Folger, Zoning Enforcement Officer Ms. Marcia Banach, Town Planner Mr. Kenneth Fitzgerald, Chair, PBC Chief Gary Tyler, SWPD Mr . Walter J. Mealy 111 Dogwood La. South Windsor , CT 06074 Dear Walt, As a member of the South Windsor Planning & Zoning Board, I 'm hoping that you can help me out. My problem concerns the Timothy Edwards construction (what else ??) . First, I 'd like to know when they plan to remove the ugly black plastic erosion strip that separates my property from the school 's. Two years seems like adequate time to have it in place . Perhaps more importantly, I ' d like to know when they plan to plant the trees on the back line and up next to the school . Very early in the game , we voiced our concerns to your board and to the Council regarding the unsightly 3 story building and the noise that would result from the hard brick surface . Both concerns are evident today . I was assured by representatives of the construction firm that a ''privacy screen'' of trees would be planted to help shield us from the drainage pit and the school . Trees were shown on all of the early drawings . Where are they and when can we look forward to seeing them (and not that ugly drainage pit and school ! ! )? Hello ! The wife just came in to announce that some kid is running his motorbike up the narrow piece of land between the pit fence and our yard ! Great ! ! Let ' s turn it into a bike path ! ! HELP ! ! ! ! Walt, anything you can do to help in these matters would be appreciated . Or , if you can suggest who else we might contact who has some input in this, that would be great, too . Stay well , and keep in touch ! Sincerely rank Pan 151 Clinton Drive South Windsor , CT, 06074 860-644-1659 7 /y� s Town alde SotdA ?Z&U� , 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 tidSOR Co AREA CODE 860/644-2511 To: Peter Sobin, SLAM Collaborative From: Jeff Folger, Zoning/Wetland Enforcement Officer Based on a site inspection on April 15, 1999 by wetland consultant George Logan and me the following recommendations to complete the southern (large) detention basin should be accomplished: o Repair outlet structure o Check existing grades against proposed grades. ❑ Remove cattails from bottom. ❑ Remove accumulated sediment and reshape the inlet energy dissipater/plunge pool. ❑ Remove existing gravel berm (located 1/4 of the length from inlet) and replace with 2" stone. ❑ Scarify edges of basin and remove tire ruts, re-seed edges. ❑ Re-plant basin with approved wetland plantings. o Remove existing temporary berm from around the outlet structure. cc. O&G Industries George Logan Town Engineer X 111 Dogwood Lane South .Windsor, Conn. 06074 February 25, 1999 Mr. Frank Castro, Chairman Planning and Zoning Commission F; Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 r Dear Frank: Enclosed find a letter from Frank Pane, 151 Clinton Drive, whose property abuts the Timothy Edwards School and is very close to a drainage pit. The continuing problems listed are: 1. Black plastic erosion strips. When are they to be removed? 2. Tree planting for a privacy screen as indicated on the landscaping plan. When are these trees being planted? 3. The school property being used by a "motorbike" for recreational purposes! By copy of this letter I am also asking these questions to: Jeffrey Folger, Zoning Enforcement Officer; Marcia Banach, Town Planner; Kenneth Fitzgerald, Chair, Public Building Commission; and Police Chief Gary Tyler. I recall quite clearly that Mr. Pane brought up the first two subject items at our Public Hearing for the TE project. It would seem that promises by the construction firm have not been kept! I am sure Mr. Pane would appreciate anything your good office could do to alleviate these stated problems. Cordially, 0 OV4 �Uat� Walter J. Mealy Commissioner, Planning & Zoning CC: f4r. -Jeffrey Folger, Zoning Enforcement Officer Ms. Marcia Banach, Town Planner Mr. Kenneth Fitzgerald, Chair, PBC Chief Gary Tyler, SWPD i Mr. Walter J. Mealy 111 Dogwood La. South Windsor , CT 06074 Dear Walt, As a member of the South Windsor Planning & Zoning Board , I 'm hoping that you can help me out. My problem concerns the Timothy Edwards construction (what else ??) . First, I ' d like to know when they plan to remove the ugly black plastic erosion strip that separates my property from the school ' s. Two years seems like adequate time to have it in place . Perhaps more importantly, I ' d like to know when they plan to plant the trees on the back line and up next to the school . Very early in the game , we voiced our concerns to your board and to the Council regarding the unsightly 3 story building and the noise that would result from the hard brick surface . Both concerns are evident today. I was assured by representatives of the construction firm that a ''privacy screen'' of trees would be planted to help shield us from the drainage pit and the school . Trees were shown on all of the early drawings . Where are they and when can we look forward to seeing them (and not that ugly drainage pit and school ! ! )? Hello ! The wife just came in to announce that some kid is running his motorbike up the narrow piece of land between the pit fence and our yard ! Great ! ! Let' s turn it into a bike path ! ! HELP ! ! ! ! Walt , anything you can do to help in these matters would be appreciated . Or , if you can suggest who else we might contact who has some input in this, that would be great, too. Stay well , and keep in touch ! Sincerely rank Pan 151 Clinton Drive South Windsor, CT, 06074 860-644-1659 e6, i 7 /y1 Ecological • Foster Street FAx: Manchester, 06040 Peter 5obin 657-5141 George T. Logan Date: 4/27/99 Number of Pages: 2 CC: Phone: 860-649-REMA (7362) Jeff Folger 644-5751 Fax: 860-647-8397 Mario Chiovetti 283-0137 5315alafia 644-2675 Project - . . Timothy Edwards Middle 5chool i - • . • New Planting Plan for North Detention Basin I Dear Mr. 5obin: I ' I ;attached please find a sketch of the "planting zones" as well as the planting schedule for the North Detention 3a5ir, at the above referenced site. These are based on hydrology observed in the field with Mr. Jeff Folger of the Town of South Windsor. The plant list is based on less than 100% coverage of each plant species. Approximately 70% coverage (including recommended spacing between plants) would be sufficient to allow lateral spread and germination of volur.-'i teers. Mr. Folger requested that a channel roughly 10' wide be left unplari,ed from the inlet to the outlet of the basin to allow passage of scouring flows. i I f lease call me if you have any questions. j Very truly yours, RICEIVE "D George T. Logan, M5, CFW5 (#581) 4, Kegiotered Soil Scientist I i i I � � 7s 45�f1Z--VZDe �ic�sy�esr�/.s 0(�7EAJ/[J 1 l f rr ir rr i/ r � .e l os� �� G �� .rG��ls �• .G �G��rGt.°esY� 2�-r'�j�� �-�{ OG RECEIVED SEP 0 6 2001 MEMORANDUM SOUTH WINDSOR PLANNING DEPT. $1111 ININWuK�wrvivuv�u�r�. To: Ken Fitzgerald, Chairman Public Building Commission Date: September 6, 2001 Re: Timothy Edwards Middle School Outstanding Items We have reviewed the subject site and as-builts and have determined the following items requiring attention: • The surveyor should check the invert elevations for the storm drain at catch basins 11, 12 & 13. It appears that the invert(s) are incorrect and/or missing at basin #13. • The inverts at catch basin #17 and the outfall are either incorrect or the pipe has been set flat. • The grates on the detention basin outlet structures were never bolted down. • Jeff Folger mentioned that there is construction debris buried in an area north of the tennis courts which must be removed. • Pile of contaminated soil to be removed or contained/landscaped. Michael J. Gantick, P.E., Director of Public Works MJG/cm cc: Matthew B. Galligan, Town Manager Marcia A. Banach, Director of Planning John Collins, Chief Building Official Karl Reichle, Supt. of Parks & Grounds MEMORANDUM To: Ken Fitzgerald, Chairman Public Building Commission Date: September 10, 2001 Re: Timothy Edwards Middle School Outstanding Items An item left off my September 6, 2001 memo to you is that as-built information is needed for the underground irrigation system. Additionally, we would ask that the operation and maintenance manuals be forwarded to us. Thank you for your attention to these matters. Michael J. Ganti , P.E., Director of Public Works MJG/cm cc: Matthew B. Galligan, Town Manager Marcia A. Banach, Director of Planning ✓ John Collins, Chief Building Official Karl Reichle, Supt. of Parks &Grounds I k e i MEMORANDUM RECEIVED MAR 2 2 2002 To: Hap Fitts, Chairperson PBC South Windsor From: Jeffre B. Doolittle P.E. Town En ineer INLAND WETLANDS AGENCY Y � g CONSERVATION COMMISSION Date: 3/21/02 Re: Timothy Edwards Middle School C.O. We have reviewed the status of work to be completed at Timothy Edwards Middle School that was listed in memos to Ken Fitzgerald from Mike Gantick, dated September 6 and September 10, 2001. The following items still need to be completed before we can sign off on a permanent C.O. 1. The grates on the detention basin outlet structures need to be bolted down. 2. We need to receive a mylar set of as-built drawings for the Town's records. These need to include the underground irrigation system. 3. The operation and maintenance manuals should be forwarded to us. 4. There is still construction debris buried in an area north of the tennis courts. The area, depth and type of construction debris must be determined and unsuitable material removed. Additional suitable fill and topsoil must be spread, raked and seeded in this area. See the attached memo from Jeff Folger. 5. There is a stockpile of contaminated soil onsite that we recommend be removed and disposed in an appropriate manner. Please call me at(644-2511 x 245)to let me know when the contractor will be on-site to complete this work, and if you have any questions. CC: Matthew B. Galligan,Town Manager; Michael Gant ick, Director of Public Works; Barry Guliano, Town Attorney; John Collins, Chief Building Inspector, Bob Deptula, Sanatarian Memorandum ' To: Jeffrey Doolittle,Town Engineer CC: Director of Public Works From: Jeff Folger,Environmental Planner Date: 03/22/02 Re: Timothy Edwards Middle School In November of 2000,in response to concerns from a zoning Commission member,Karl Reichle (Superintendent of Parks and Grounds)and I inspected the eastern portion of the athletic fields at the Timothy Edwards Middle School. This area was the location of several stockpiles of soil and during the construction of the addition to the school. We found evidence that construction debris were buried in this area. Pieces of metal strapping,metal armored electric cable,asphalt,and wooden debris were present half buried in the ground;protruding so as to cause concern with the safety of people utilizing the field. Karl notified Pat Hankard(Director of Facility Services)of the presence of the debris,and the need to remove it. Additional concerns were voiced recently that debris were still present in the area. A follow up inspection by Karl and me revealed asphalt still present. A piece of plastic was found partially buried as well. It appears that the metal debris present in the fall had been removed. Additionally, siltfencing is still present along the perimeter of the disturbed areas throughout the site. Also some additional construction debris(metal pipe,wood)are present along the southern edge of the large detention basin. A follow-up inspection of the site(March 2002)was done to determine the presence and depth of the material present in the area north of the tennis courts. It appears that the metal strapping and conduit was removed,however large pieces of asphalt were still present at the surface. A soil auger and spade was used to try to dig past the fill material. Due to the rocky composition of the fill material I was only able to dig down a few inches,so the inspection was inconclusive. Recommendations: Since the area is fairly localized(approximately 50 feet in diameter)I would recommend three or four shallow test holes be dug to determine the type and depth of the debris present. If the debris consist of inert fill material(concrete, stone)I would recommend covering the area with 4 inches of topsoil and seeding with an appropriate grass cover. Silt fence should be pulled up and disposed of. The additional debris should also be removed from the site. The soil stockpile present onsite that contains elevated levels of arsenic should be removed from the site and disposed of in an appropriate manner. 1 X. \`.`a`p t1 , t X31..44 ' X315,42 a. 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'�.:I i X& ,17 t t .10 � -�� r ® „\ NV 316.00 !"•�`a / � ` �` vice �,\ ♦ o '� 56 r v , Staff / 1 ,�0• _.y` ) t ;.�Jr �O C P 12"RAC. T. =319.74 '�` r . / / ♦ , ; 0 _ _ - - - -- --� 377,14 {�,,� ��. rkng: t o J /� T.F= 99 r i + �2 DDDDDDDD� F.L.s 99 (in) 1 r✓�R ` X320• FL i.�79 (aut) �t1 �ti n f3� ♦ t 13. TF GL V.- 42 iT.F.=dJ3.74 X3 �� ` `� t /N�- 7t0.12 ` 32 90 G> \ 1 R al r`i11�•� Zy- + a X321,05 `+ i` r 20.69 C > \t ` O _ I 2 _ _ IEY. C.B. 0 - `�` T.F- , C. - r i2 r12 it F .-31525 in X 5 r O d' _ (> (-) 1 `fy ! , r l EX. I.P. (BENT,.' =3�18 _ t OS t� FL.=31502 out) 9 ( • .� t t � � 0.32'EAST OF PROP. LINE 10 t, + /f„ I T =320.2} r ! ( t f F.L.=3Tt�i-� _ t1 -�~ 21.31 t I I 016� i PF-. BO �• V= ��+�� � _ ' X321.97 PC.8. 32 �tp O - 32 31 3�r TF=311.50 Y. /�-=307.96 (r }> 319.06 L.. ' 3 1 97. t •i i 10.. 3 X319,55 1 71 F.L. .66(out) 2 , �UN 4� ! X307p9n ' 1 ' I 1 997.E 11L. atE r 2fl �Ot' 2�7p�X 28.02 31b,52- - - 9g� /i � � � i r 4 ( [ A� f S a s �_ 7 e 'PR SECTION 02110 SITE CLEARING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Protection of existing trees indicated to remain. 2. Removal of trees and other vegetation. 3. Topsoil stripping. 4. Clearing and grubbing. 5. Removing above-grade improvements. 6. Removing below-grade improvements. 1.2 PROJECT CONDITIONS A. Traffic: Conduct site-clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets,walks, or other occupied or used facilities without permission from authorities having jurisdiction. B. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. 1. Protect improvements on adjoining properties and on Owner's property. 2. Restore damaged improvements to their original condition,as acceptable to property owners. C. Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain in place against unnecessary cutting, breaking or skinning of roots, skinning or bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing. 1. Water trees and other vegetation to remain within limits of contract work as required to maintain their health during course of construction operations. 2. Provide protection for roots over 1-1/2 inch in diameter that are cut during construction operations. Coat cut faces with an emulsified asphalt or other acceptable coating formulated to use on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. 3. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations in a manner acceptable to Architect. Employ a licensed arborist to repair damage to trees and shrubs. 4. Replace trees that cannot be repaired and restored to full-growth status,as determined by arborist. D. Improvements on Adjoining Property: Authority for performing removal and alteration work on property adjoining Owner's property will be obtained by Owner prior to award of contract. 1. Extent of work on adjacent property is indicated on Drawings. E. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated or directed. 1.3 EXISTING SERVICES A. General: Indicated locations are approximate;determine exact locations before commencing Work. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SITE CLEARING SOUTH WINDSOR,CT 02110-1 B. Arrange and pay for disconnecting, removing, capping, and plugging utility services. Notify affected utility companies in advance and obtain approval before starting this Work. C. Place markers to indicate location of disconnected services. Identify service lines and capping locations on Project Record Documents. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.1 SITE CLEARING A. General: Remove trees, shrubs, grass, and other vegetation, improvements, or obstructions, as required, to permit installation of new construction. Remove similar items elsewhere on site or premises as specifically indicated. Removal includes digging out and off-site disposal of stumps and roots. 1. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. B. Topsoil: Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4 inches. Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and other objects over 2 inches in diameter,and without weeds,roots,and other objectionable material. 1. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. Remove heavy growths of grass from areas before stripping. a. Where existing trees are indicated to remain, leave existing topsoil in place within drip lines to prevent damage to root system. 2. Stockpile topsoil in storage piles in areas indicated or directed. Construct storage piles to provide free drainage of surface water. Cover storage piles,if required,to prevent wind erosion. 3. Dispose of unsuitable or excess topsoil as specified for disposal of waste material. C. Clearing and Grubbing: Clear site of trees, shrubs, and other vegetation, except for those indicated to be left standing. 1. Completely remove stumps,roots,and other debris protruding through ground surface. 2. Use only hand methods for grubbing inside drip line of trees indicated to remain. 3. Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated. a. Place fill material in horizontal layers not exceeding 6 inches loose depth, and thoroughly compact each layer to a density equal to adjacent original ground. D. Removal of Improvements: Remove existing above-grade and below-grade improvements as indicated and as necessary to facilitate new construction. 1. Abandonment or removal of certain underground pipe or conduits may be indicated on mechanical or electrical drawings and is included under work of related Division 15 and 16 Sections. Removing abandoned underground piping or conduits interfering with construction is included under this Section. 3.2 DISPOSAL OF WASTE MATERIALS A. Burning on Owner's Property: Burning is not permitted on Owner's property. E. Removal from Owner's Property: Remove waste materials and unsuitable or excess topsoil from Owner's property. END OF SECTION 02110 ADDITIONS AND RENOVATIONS TO S/UAIM-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SITE CLEARING SOUTH WINDSOR,CT 02110-2 SECTION 02122 TREE PROTECTION AND TRIMMING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the protection and trimming of trees that are to remain but interfere with, or are affected by,execution of the Work,whether temporary or new construction. B. Related Sections: The following Sections contain requirements that relate to this Section: . 1. Division 1 Section"Summary of Work"for limits placed on Contractor's use of the site. 2. Division 1 Section"Temporary Facilities"for temporary tree protection. 3. Division 2 Section "Site Clearing" for removal limits of trees, shrubs, and other plantings affected by new construction. 4. Division 2 Section "Earthwork" for building and utility trench excavation, backfilling, compacting and grading requirements,and soil materials. 5. Division 2 Section "Landscaping" for tree and shrub planting and transplanting, tree support systems, and soil materials. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product data for each type of product specified. C. Qualification data for firms and persons specified in the "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners,and other information specified. D. Certification by a qualified arborist that trees indicated to remain have been protected during construction according to recognized standards and that trees were promptly and properly treated and repaired when damaged. E. Maintenance recommendations for care and protection of trees affected by construction after completing the Work. 1.4 QUALITY ASSURANCE A. Tree Service Qualifications: Engage an experienced tree service fnrn that has successfully completed tree protection and trimming work similar to that required for this Project and that will maintain an experienced, qualified arborist on the Project site on a full-time basis during execution of the Work. 1. Arborist Qualifications: An arborist certified by the International Society of Arboriculture or licensed in the jurisdiction where the Project is located. B. Tree Pruning Standards: Comply with the National Arborist Association's "Pruning Standards for Shade Trees" except where more stringent requirements are indicated. C. Preinstallation Conference: Conduct conference at the Project site to comply with requirements of Division 1 Section"Project Meetings." ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL TREE PROTECTION AND TRIMMING SOUTH WINDSOR,CT 02122-1 1. Before commencing tree protection and trimming, meet with representatives of authorities having jurisdiction, Owner, Architect, consultants, and other concerned entities. Review tree protection and trimming procedures and responsibilities. Notify participants at least 3 working days prior to convening conference. Record discussions and agreements and furnish a copy to each participant. PART 2 - PRODUCTS 2.1 MATERIALS A. Drainage Fill: Selected crushed stone,or crushed or uncrushed gravel,washed,ASTM D 448, size 24,with 90 to 100 percent passing a 2-1/2-inch (63-mm) sieve and not more than 10 percent passing a 3/4-inch (19-mm) sieve. B. Topsoil: Fertile, friable, surface soil, containing natural loam and complying with ASTM D 5268. Provide topsoil that is free of stones larger than 1 inch(25 mm)in any dimension and free of other extraneous or toxic matter harmful to plant growth. Obtain topsoil only from well-drained sites where soil occurs in depth of 4 inches(100 mm)or more;do not obtain from bogs or marshes. C. Filter Fabric: Manufacturer's standard, nonwoven, pervious, geotextile fabric of polypropylene, nylon, or polyester fibers. PART 3 - EXECUTION 3.1 PREPARATION A. Temporary Protection: Provide temporary fencing,barricades,or other suitable guards located outside the drip line(outer perimeter of branches)to protect remaining trees and other plants from damage. B. Protect tree root systems from damage due to noxious materials caused by run-off or spillage while mixing, placing, or storing construction materials. Protect root systems from flooding, eroding, or excessive wetting caused by dewatering operations. C. Do not store construction materials, debris, or excavated material within the drip line of remaining trees. Do not permit vehicles or foot traffic within the drip line,and prevent soil compaction over root systems. D. Do not allow fires under or adjacent to remaining trees or other plants. 3.2 EXCAVATION A. Install shoring or other protective support systems to minimize sloping or benching of excavations. B. Do not excavate within tree drip line,unless otherwise indicated. C. Where excavation for new construction is required within tree drip lines,hand excavate to minimize damage to root systems. Use narrow-tine spading forks and comb soil to expose roots. 1. Relocate roots in backfill areas wherever possible. If encountering large,main lateral roots,expose beyond excavation limits as required to bend and relocate without breaking. If encountered immediately adjacent to location of new construction and relocation is not practical, cut roots approximately 3 inches (75 mm) back from new construction. 2. Do not allow exposed roots to dry out before placing permanent backfill. Provide temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain in a moist condition and temporarily support and protect roots from damage until they are permanently relocated and covered with earth. D. Where utilities trenches are required within tree drip lines, tunnel under or around the roots by drilling, auger boring,pipe jacking,or digging by hand. 1. Root Pruning: Do not cut main lateral roots or tap roots; cut only smaller roots that interfere with installation of new work. Cut roots with sharp pruning instruments;do not break or chop. ADDITIONS AND RENOVATIONS TO S/UA/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL TREE PROTECTION AND TRIMMING SOUTH WINDSOR,CT 02122-2 3.3 REGRADING A. Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope grade beyond tree drip line. Maintain existing grades within tree drip lines. B. Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope grade away from trees as recommended by arborist. 1. Root Pruning: Prune tree roots exposed during grade lowering. Do not cut main lateral roots or tap roots; cut only smaller roots. Cut roots with sharp pruning instruments;do not break or chop. C. Minor Fill: Where existing grade is 6 inches(150 mm)or less below elevation of finish grade shown, fill with topsoil. Place topsoil in a single uncompacted layer and hand grade to required finish elevations. D. Moderate Fill: Where existing grade is more than 6 inches (150 mm)but less than 12 inches (300 min)below finish grade elevation,place a layer of drainage fill,filter fabric,and a final layer of topsoil on existing grade. 1. Carefully place drainage fill against tree trunk approximately 2 inches (50 mm) above finish grade elevation and extend not less than 18 inches (450 mm) from tree trunk on all sides. For balance of area within drip-line perimeter,place drainage fill to an elevation 6 inches(150 min)below grade. 2. Place filter fabric with overlapping edges of 6 inches(150 mm)minimum. 3. Place fill layer of topsoil to finish grade. Do not compact drainage fill or topsoil. Hand grade to required finish elevations. 3.4 TREE PRUNING A. Prune remaining trees affected by temporary and new construction. B. Prune remaining trees to compensate for root loss caused by damaging or cutting root system. Provide subsequent maintenance during the Contract period as recommended by arborist. C. Pruning Standards: Prune trees according to the National Arborist Association's "Pruning Standards for Shade Trees." 1. Class II: Standard pruning. D. Cut branches with sharp pruning instruments;do not break or chop. E. Chip branches removed from trees. Spread material where indicated or as directed by Architect. 3.5 TREE REPAIR AND REPLACEMENT A. Promptly repair trees damaged by construction operations to prevent progressive deterioration. B. Remove and replace dead and damaged trees that the arborist determines to be incapable of restoring to a normal growth pattern. 1. Provide new trees of 6-inch-(150-mm-)caliper size and of a species selected by Architect when trees over 6 inches(150 mm)in caliper,measured 12 inches(300 mm)above grade,are required to be replaced. 3.6 DISPOSAL OF WASTE MATERIALS A. Burning on Owner's Property: Burning is not permitted on Owner's property. C. Disposal: Remove excess excavated material,displaced trees,and excess chips from Owner's property. END OF SECTION 02122 ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL TREE PROTECTION AND TRIMMING SOUTH WINDSOR,CT 02122-3 SECTION 02200 EARTHWORK PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Preparing and grading subgrades for slabs-on-grade,walks,pavements,and landscaping. 2. Drainage and moisture-control fill course for slabs-on-grade. 3. Subbase course for walks and pavements. B. Related Sections: The following Sections contain requirements that relate to this Section. 1. Division 2 Section"Site Clearing"for site stripping,grubbing,topsoil removal,and tree protection. 2. Division 2 Section"Building Earthwork" for site earthwork for building structures and slabs. 3. Division 2 Section"Foundation Drainage Systems"for footings,underslab,and wall drainage. 4. Division 2 Section "Landscape Work"for finish grading, including placing and preparing topsoil for lawns and planting. 5. Division 2 Section" Trenching" for utilities trenching and backfilling. 6. Division 3 Section "Cast-In-Place Concrete" for concrete encasings, cradles, and appurtenances for utility systems.2 1.3 UNIT PRICES A. Rock Measurement: Volume of rock actually removed, measured in original position, but not to exceed the following: 1. 12 inches outside of concrete forms at footings. 2. 6 inches outside of minimum required dimensions of concrete cast against grade. 3. 6 inches beneath invert elevation of pipe in trenches,and the greater of 24 inches wider than pipe diameter or 42 inches wide. B. Unit prices for rock excavation include replacement with approved materials. 1.4 DEFINITIONS A. Excavation consists of the removal of material encountered to subgrade elevations and the reuse or disposal of materials removed. B. Subgrade: The uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase,drainage fill,or topsoil materials. C. Borrow: Soil material obtained off-site when sufficient approved soil material is not available from excavations. D. Subbase Course: The layer placed between the subgrade and base course in a paving system or the layer placed between the subgrade and surface of a pavement or walk. E. Base Course: The layer placed between the subbase and surface pavement in a paving system. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL EARTHWORK SOUTH WINDSOR,CT 02200-1 F. Drainage Fill: Course of washed granular material supporting slab-on-grade placed to cut off upward capillary flow of pore water. G. Unauthorized excavation consists of removing materials beyond indicated subgrade elevations or dimensions without direction by the Architect. Unauthorized excavation, as well as remedial work directed by the Architect,shall be at the Contractor's expense. H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances,or other man-made stationary features constructed above or below ground surface. I. Utilities include on-site underground pipes, conduits, ducts, and cables, as well as underground services within building lines. 1.5 SUBMITTALS A. General: Submit the following according to the Conditions of the Contract and Division 1 Specification Sections. B. Product data for the following: 1. Each type of plastic warning tape. 2. Filter fabric. C. Samples of the following: 1. 20-1b.samples,sealed in air-tight containers,of each proposed fill and backfill soil material from on-site or borrow sources. 2. 12-by-12-inch sample of filter fabric. D. Test Reports: In addition to test reports required under field quality control,submit the following: 1. Laboratory analysis of each soil material proposed for fill and backfill from on-site and borrow sources. 2. One optimum moisture-maximum density curve for each soil material. 3. Report of actual unconfined compressive strength and/or results of bearing tests of each stratum tested. E. Blasting plan approved by authorities having jurisdiction. F. Photographs of existing adjacent structures and site improvements. 1.6 QUALITY ASSURANCE A. Codes and Standards: Perform earthwork complying with requirements of authorities having jurisdiction. B. Comply with applicable requirements of NFPA 495--Explosive Materials Code. C. Testing and Inspection Service: Owner will employ a qualified independent geotechnical engineering testing agency to verify that in-place soils materials comply with specified requirements and to perform required field and laboratory testing. D. Testing and Inspection Service: Employ a qualified independent geotechnical engineering testing agency to classify proposed on-site and borrow soils to verify that soils comply with specified requirements and to perform required field and laboratory testing. E. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Division 1 Section"Project Meetings." 1. Before commencing earthwork, meet with representatives of the governing authorities, Owner, Architect, consultants, Geotechnical Engineer, independent testing agency, and other concerned entities. Review earthwork procedures and responsibilities including testing and inspection procedures and requirements. Notify participants at least 3 working days prior to convening conference. Record discussions and agreements and furnish a copy to each participant. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL EARTHWORK SOUTH WINDSOR,CT 02200-2 1.7 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt existing utilities serving facilities occupied by the Owner or others except when permitted in writing by the Architect and then only after acceptable temporary utility services have been provided. 1. Provide a minimum 48-hours' notice to the Architect and receive written notice to proceed before interrupting any utility. B. Demolish and completely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies to shutoff services if lines are active. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. General: Provide approved borrow soil materials from off-site when sufficient approved soil materials are not available from excavations. B. Satisfactory Soil Materials: ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, and SM; free of rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation and other deleterious matter. C. Unsatisfactory Soil Materials: ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT. D. Backfill and Fill Materials: Satisfactory soil materials. E. Subbase and Base Material: Naturally or artificially graded mixture of natural or crushed gravel,crushed stone, and natural or crushed sand, ASTM D 2940, with at least 95 percent passing a 1-1/2-inch sieve and not more than 8 percent passing a No.200 sieve. F. Engineered Fill: Subbase or base materials. G. Bedding Material: Subbase or base materials with 100 percent passing a 1-inch sieve and not more than 8 percent passing a No.200 sieve. H. Drainage Fill: Washed,evenly graded mixture of crushed stone,or crushed or uncrushed gravel,ASTM D 448, coarse aggregate grading size 57, with 100 percent passing a 1-1/2-inch sieve and not more than 5 percent passing a No. 8 sieve. I. Filtering Material: Evenly graded mixture of natural or crushed gravel or crushed stone and natural sand, with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 50 sieve. J. Impervious Fill: Clayey gravel and sand mixture capable of compacting to a dense state. 2.2 ACCESSORIES A. Warning Tape: Acid- and alkali-resistant polyethylene fihn warning tape manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility. B. Detectable Warning Tape: Acid-and alkali-resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils thick minimum, continuously inscribed with a description of the utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 2'-6"deep. 1. Tape Colors: Provide tape colors to utilities as follows: a. Red: Electric. b. Yellow: Gas,oil,steam,and dangerous materials. c. Orange: Telephone and other communications. ADDITIONS AND RENOVATIONS TO S/UA/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL EARTHWORK SOUTH WINDSOR,CT 02200-3 l d. Blue: Water systems. e. Green: Sewer systems. C. Filter Fabric: Manufacturer's standard nonwoven pervious geotextile fabric of polypropylene, nylon or polyester fibers,or a combination. 1. Provide filter fabrics that meet or exceed the listed minimum physical properties determined according to ASTM D 4759 and the referenced standard test method in parentheses: a. Grab Tensile Strength(ASTM D 4632): 100 lb. b. Apparent Opening Size(ASTM D 4751): #100 U.S. Standard sieve. c. Permeability(ASTM D 4491): 150 gallons per minute per sq.ft. PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures,utilities,sidewalks,pavements,and other facilities from damage caused by settlement,lateral movement,undermining,washout,and other hazards created by earthwork operations. B. Protect subgrades and foundation soils against freezing temperatures or frost. Provide protective insulating materials as necessary. C. Provide erosion control measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. D. Tree protection is specified in the Division 2 Section"Site Clearing." 3.2 DEWATERING A. Prevent surface water and subsurface or ground water from entering excavations, from ponding on prepared subgrades,and from flooding Project site and surrounding area. B. Protect subgrades and foundation soils from softening and damage by rain or water accumulation. 3.3 EXCAVATION A. Explosives: Do not use explosives. B. Unclassified Excavation: Excavation is unclassified and includes excavation to required subgrade elevations regardless of the character of materials and obstructions encountered. C. Classified Excavation: Excavation is classified and includes excavation to required subgrade elevations. Excavation will be classified as earth excavation or rock excavation as follows: 1. Earth excavation includes excavation of pavements and other obstructions visible on surface;underground structures, utilities, and other items indicated to be demolished and removed; together with soil and other materials encountered that are not classified as rock or unauthorized excavation. a. Intermittent drilling or ripping to increase production and not necessary to permit excavation of material encountered will be classified as earth excavation. 2. Rock excavation includes removal and disposal of rock material and obstructions encountered that cannot be removed by the following heavy-duty rock excavating equipment without systematic drilling, blasting, or ripping. a. Rock material includes boulders 1/2 cu. yd. or more in volume and rock in beds, ledges, unstratified masses,and conglomerate deposits. 3. Rock excavating equipment for footings, trenches, and pits shall be equivalent to Caterpillar Model No. 215D LC track-mounted hydraulic excavator, equipped with a 42-inch-wide short-tip radius rock bucket, ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL EARTHWORK SOUTH WINDSOR,CT 02200-4 rated at not less than 120-hp flywheel power with bucket-curling force of not less than 25,000 lb.and stick- crowd force of not less than 18,700 lb,measured according to SAE Standard J1179. 4. Rock-excavating equipment for open excavations shall be equivalent to Caterpillar Model No. 973,heavy- duty, track-mounted loader, rated at not less than 210-hp flywheel power and developing minimum of 45,000-lb breakout force,measured according to SAE Standard J732c-69. a. Excavations more than 10 feet in width and pits more than 30 feet in either length or width are defined as open excavations. 5. Rock excavation will be paid by unit prices included in the Contract Documents. 6. Do not excavate rock until it has been classified and cross-sectioned by Architect. 3.4 STABILITY OF EXCAVATIONS A. Comply with local codes, ordinances, and requirements of authorities having jurisdiction to maintain stable excavations. 3.5 EXCAVATION FOR WALKS AND PAVEMENTS A. Excavate surfaces under walks and pavements to indicated cross sections,elevations,and grades. 3.6 EXCAVATION FOR UTILITY TRENCHES A. Excavate trenches to indicated slopes, lines,depths,and invert elevations. 1. Beyond building perimeter,excavate trenches to allow installation of top of pipe below frost line. B. Excavate trenches to uniform widths to provide a working clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches higher than top of pipe or conduit, unless otherwise indicated. 1. Clearance: 12 inches each side of pipe or conduit. C. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of pipes and conduit. Shape subgrade to provide continuous support for bells,joints, and barrels of pipes and for joints, fittings,and bodies of.conduits. Remove stones and sharp objects to avoid point loading. 1. For pipes or conduit less than 6 inches in nominal diameter and flat-bottomed,multiple-duct conduit units, hand-excavate trench bottoms and support pipe and conduit on an undisturbed subgrade. 2. For pipes and conduit 6 inches or larger in nominal diameter, shape bottom of trench to support bottom 90 degrees of pipe circumference. Fill depressions with tamped sand backfill. 3. Where encountering rock or another unyielding bearing surface, carry trench excavation 6 inches below invert elevation to receive bedding course. 3.7 APPROVAL OF SUBGRADE A. Notify Architect when excavations have reached required subgrade. B. When Architect determines that unforeseen unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. 1. Unforeseen additional excavation and replacement material will be paid according to the Contract provisions for changes in Work. C. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities,as directed by the Architect. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL EARTHWORK SOUTH WINDSOR,CT 02200-5 3.8 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation under foundations or wall footings by extending indicated bottom elevation of concrete foundation or footing to excavation bottom,without altering required top elevation. Lean concrete fill may be used to bring elevations to proper position when acceptable to the Architect. 1. Fill unauthorized excavations under other construction as directed by the Architect. B. Where indicated widths of utility trenches are exceeded, provide stronger pipe, or special installation procedures,as required by the Architect. 3.9 STORAGE OF SOIL MATERIALS A. Stockpile excavated materials acceptable for backfill and fill soil materials, including acceptable borrow materials. Stockpile soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent wind-blown dust. 1. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees. 3.10 BACKFILL A. Backfill excavations promptly,but not before completing the following: 1. Acceptance of construction below finish grade including,where applicable, dampproofing, waterproofing, and perimeter insulation. 2. Surveying locations of underground utilities for record documents. 3. Testing, inspecting,and approval of underground utilities. 4. Concrete formwork removal. 5. Removal of trash and debris from excavation. 6. Removal of temporary shoring and bracing,and sheeting. 7. Installing permanent or temporary horizontal bracing on horizontally supported walls. 3.11 UTILITY TRENCH BACKFILL A. Place and compact bedding course on rock and other unyielding bearing surfaces and to fill unauthorized excavations. Shape bedding course to provide continuous support for bells,joints, and barrels of pipes and for joints,fittings,and bodies of conduits. B. Concrete backfill trenches that carry below or pass under footings and that are excavated within 18 inches of footings. Place concrete to level of bottom of footings. C. Provide 4-inch-thick concrete base slab support for piping or conduit less than 2'-6"below surface of roadways. After installation and testing, completely encase piping or conduit in a minimum of 4 inches of concrete before backfilling or placing roadway subbase. D. Place and compact initial backfill of satisfactory soil material or subbase material,free of particles larger than 1 inch,to a height of 12 inches over the utility pipe or conduit. 1. Carefully compact material under pipe haunches and bring backfill evenly up on both sides and along the full length of utility piping or conduit to avoid damage or displacement of utility system. E. Coordinate backfilling with utilities testing. F. Fill voids with approved backfill materials as shoring and bracing,and sheeting is removed. G. Place and compact final backfill of satisfactory soil material to final subgrade. H. Install warning tape directly above utilities, 12 inches below finished grade, except 6 inches below subgrade under pavements and slabs. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL EARTHWORK SOUTH WINDSOR,CT 02200-6 3.12 SUBSURFACE DRAINAGE BACKFILL A. Subsurface Drain: Place a layer of filter fabric around perimeter of drainage trench or at footing, as indicated. Place a 6-inch compacted course of filtering material on filter fabric to support drainage pipe. After installing and testing, encase drainage pipe in a minimum of 6 inches of compacted filtering material and wrap in filter fabric,overlapping edges at least 6 inches. B. Drainage Backfill: Place and compact drainage backfill of filtering material over subsurface drain, in width indicated, to within 12 inches of final subgrade. Overlay drainage backfill with one layer of filter fabric, overlapping edges at least 6 inches. C. Impervious Fill: Place and compact impervious fill material over drainage backfill to final subgrade. 3.13 FILL A. Preparation: Remove vegetation, topsoil, debris, wet, and unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placing fills. 1. Plow strip, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will-bond with existing surface. B. When subgrade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface to depth required, pulverize, moisture-condition or aerate soil and recompact to required density. C. Place fill material in layers to required elevations for each location listed below. 1. Under grass,use satisfactory excavated or borrow soil material. 2. Under walks and pavements, use subbase or base material, or satisfactory excavated or borrow soil material. 3. Under steps and ramps,use subbase material. 4. Under building slabs,use drainage fill material. 5. Under footings and foundations,use engineered fill. 3.14 MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill material on surfaces that are muddy,frozen,or contain frost or ice. 2. Remove and replace,or scarify and air-dry satisfactory soil material that is too wet to compact to specified density. a. Stockpile or spread and dry removed wet satisfactory soil material. 3.15 COMPACTION A. Place backfill and fill materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand-operated tampers. B. Place backfill and fill materials evenly on all sides of structures to required elevations. Place backfill and fill uniformly along the full length of each structure. C. Percentage of Maximum Dry Density Requirements: Compact soil to not less than the following percentages of maximum dry density according to ASTM D 1557: 1. Under walkways, compact the top 6 inches below subgrade and each layer of backfill or fill material at 95 percent maximum dry density. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL EARTHWORK SOUTH WINDSOR,CT 02200-7 2. Under lawn or unpaved areas, compact the top 6 inches below subgrade and each layer of backfill or fill material at 90 percent maximum dry density. 3.16 GRADING A. General: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compaction requirements and grade to cross sections,lines,and elevations indicated. 1. Provide a smooth transition between existing adjacent grades and new grades. 2. Cut out soft spots,fill low spots,and trim high spots to conform to required surface tolerances. B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Lawn or Unpaved Areas: Plus or minus 0.10 foot. 2. Walks: Plus or minus 0.10 foot. 3. Pavements: Plus or minus 1/2 inch. C. Grading Inside Building Lines: Finish subgrade to a tolerance of 1/2 inch when tested with a 10-foot straightedge. 3.17 SUBBASE AND BASE COURSES A. Under pavements and walks, place subbase course material on prepared subgrades. Place base course material over subbases to pavements. 1. Compact subbase and base courses at optimum moisture content to required grades, lines, cross sections and thickness to not less than 95 percent of ASTM D 4254 relative density. 2. Shape subbase and base to required crown elevations and cross-slope grades. 3. When thickness of compacted subbase or base course is 6 inches or less,place materials in a single layer. 4. When thickness of compacted subbase or base course exceeds 6 inches, place materials in equal layers, with no layer more than 6 inches thick or less than 3 inches thick when compacted. B. Pavement Shoulders: Place shoulders along edges of subbase and base course to prevent lateral movement. Construct shoulders at least 12 inches wide of acceptable soil materials and compact simultaneously with each subbase and base layer. 3.18 DRAINAGE FILL A. Under slabs-on-grade,place drainage fill course on prepared subgrade. 1. Compact drainage fill to required cross sections and thickness. 2. When compacted thickness of drainage fill is 6 inches or less,place materials in a single layer. 3. When compacted thickness of drainage fill exceeds 6 inches thick place materials in equal layers, with no layer more than 6 inches thick nor less than 3 inches thick when compacted. 3.19 FIELD QUALITY CONTROL A. Testing Agency Services: Allow testing agency to inspect and test each subgrade and each fill or backfill layer. Do not proceed until test results for previously completed work verify compliance with requirements. 1. Perform field in-place density tests according to ASTM D 1556 (sand cone method), ASTM D 2167 (rubber balloon method),or ASTM D 2937(drive cylinder method),as applicable. a. Field in-place density tests may also be performed by the nuclear method according to ASTM D 2922, provided that calibration curves are periodically checked and adjusted to correlate to tests performed using ASTM D 1556. With each density calibration check,check the calibration curves furnished with the moisture gages according to ASTM D 3017. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL EARTHWORK SOUTH WINDSOR,CT 02200-8 b. When field in-place density tests are performed using nuclear methods, make calibration checks of both density and moisture gages at beginning of work, on each different type of material encountered, and at intervals as directed by the Architect. 2. Trench Backfill: In each compacted initial and final backfill layer, perform at least one field in-place density test for each 150 feet or less of trench,but no fewer than two tests. B. When testing agency reports that subgrades, fills, or backfills are below specified density, scarify and moisten or aerate, or remove and replace soil to the depth required, recompact and retest until required density is obtained. 3.20 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and re-establish grades to specified tolerances where completed or partially completed surfaces become eroded,rutted,settled,or lose compaction due to subsequent construction operations or weather conditions. 1. Scarify or remove and replace material to depth directed by the Architect; reshape and recompact at optimum moisture content to the required density. C. Settling: Where settling occurs during the Project correction period, remove finished surfacing, backfill with additional approved material,compact,and reconstruct surfacing. 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to the greatest extent possible. 3.22 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Transport surplus satisfactory soil to designated storage areas on the Owner's property. Stockpile or spread soil as directed by Architect. 1. Remove waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off the Owner's property. END OF SECTION 02200 ADDITIONS AND RENOVATIONS TO SIIJAIM-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL EARTHWORK SOUTH WINDSOR,CT 02200-9 SECTION 02805 SPORTS FIELD FURNISHINGS Draft PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Chain link Backstop. 2. Pitcher's Mound and Bases. 3. Aluminum Team Benches 4. Soccer Goalposts B. Related Sections: The following sections contain requirements that relate to this Section. 1. Division 2 Section"Earthwork"for compacted subgrade under play areas. 2. Division 2 Section "Softball&Soccer Field Construction" for play areas. 1.2 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product data for the following products: 1. Chain link Backstop. 2. Pitcher's Mound and Bases. 3. Aluminum Team Benches C. Samples for verification purposes the following items: 1. Backstop Mesh. D. Shop Drawings for: 1. Installation and construction details for Chainlink Backstop. 2. Installation and construction details for Pitcher's Mound and Bases. E. Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, names of Architects and Owners,plus other information specified. 1.3 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has successfully completed installations of site furnishing similar in material,design and extent to that indicated for Project. B. Layout and Placement: Prior to installation of furnishings locate in field and review with Architect for alignment and grade relationships and approval of such prior to placement. C. Manufacturer's Warranty: Installer shall provide, protect and install furnishings in a manner which does not void any manufacturer's warranties for construction or safety. ADDITIONS AND RENOVATIONS TO S/L/A/M 95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SPORTS FIELD FURNISHINGS SOUTH WINDSOR,CT 02805-1 1.4 DELIVERY,STORAGE AND HANDLING A. Protect furnishings against soiling and damage during storage and construction by use of padding or barriers as required maintained in delivered condition. B. Protect play surface materials from moisture and contamination with other materials during storage and construction. C. Review finishes and structures of furnishings prior to, during and after installation for blemishes, defects or inconsistencies which may be subject to rejection by the Architect. Remove unsatisfactory furnishings from the site. PART 2 - PRODUCTS 2.1 BACKSTOPS A. Backstops shall be one of the following or an approved equal: 1. BSN Sports Model#STBS20F9 (20' wide x 10' ht. center section with 10' wide x 10' ht. wings and full center hood and tapered wing hoods; pipe frame shall be 2 3/8" o.d. galvanized steel; pipe panel's shall be 9 gauge galvanized woven steel wire over 1 5/16" o.d.pipe frame);(800)527-7510. 2.2 BASES AND PITCHER'S PLATE A. Bases shall be by Hollywood"Low Profile Impact"model(quantity 3;include stanchion and sleeve set). B. Pitcher's Plate shall be a four-sided molded rubber box with aluminum tube center, 18" x 4" size, quantity 1 as distributed by Beacon Ballfields(800)747-5985 or approved equal. C. Home Plate shall be a 3/4" white rubber with black beveled edges over a plywood base;total thickness 3". 2.3 TEAM BENCH A. Team Bench shall be anodized aluminum, 2" x 10" seat section x 21' length, no back, permanent imbedded mounting type,quantity 2. 2.4 SOCCER GOALPOSTS A. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive site furnishings for conditions which may affect installation compliance with these requirements. B. Set staked for locations for all softball field furnishings for review and approval by Architect prior to the installation of any furnishings. ADDITIONS AND RENOVATIONS TO S/UA/M 95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SPORTS FIELD FURNISHINGS SOUTH WINDSOR,CT 02805-2 3.2 BACKSTOPS A. Set frame posts is concrete footings and set plum at specified dimensions. B. Install backstop mesh panel as directed by manufacturers'recommendations. 3.3 BASES A. Install home plate, bases and pitcher's plate per manufactures recommendations in sleeves or with pins provided.Home plate shall be buried up to the beveled edge. 3.4 TEAM BENCH A. Install bench per manufactures recommendations;set posts permanently in a concrete footing. Set posts so seat is level front to back and side to side. 3.5 SOCCER GOALPOSTS A. Set frame posts is concrete footings and set plum at specified dimensions. B. END OF SECTION 02807 ADDITIONS AND RENOVATIONS TO S/L/A/M 95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SPORTS FIELD FURNISHINGS SOUTH WINDSOR,CT 02805-3 SECTION 02831 CHAIN LINK FENCES AND GATES PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Thermally fused Polyvinyl chloride(PVC)steel chain link fabric. 2. Chain link backstop. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 2 Section"Earthwork"for filling and grading work. 2. Division 3 Section"Cast-in-Place Concrete"for concrete for post footings. 1.2 SUBMITTALS A. General: Submit the following according to the Conditions of the Contract and Division 1 Specification Sections. B. Product data in the form of manufacturer's technical data, specifications, and installation instructions for fence and gate posts,fabric,gates,gate operators,and accessories. C. Shop drawings showing location of fence,gates,each post, and details of post installation, extension arms,gate swing,hardware,and accessories. D. Wiring diagrams from manufacturer for electrically operated gates. E. Samples for initial selection of PVC color in form of manufacturer's color charts or 6-inch lengths of actual fabric wire showing colors available. F. Samples for verification of PVC color in form of 6-inch lengths of actual fabric wire to be used in color selected. 1. Include similar samples of polymer coating applied on posts,rails,and accessories in color selected. 1.3 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has at least three years' experience and has completed at least five chain link fence projects with same material and of similar scope to that indicated for this Project with a successful construction record of in-service performance. B. Single-Source Responsibility: Obtain chain link fences and gates, including accessories, fittings, and fastenings,from a single source. 1.4 PROJECT CONDITIONS A. Field Measurements: Verify layout information for fences and gates shown on the Drawings in relation to the property survey and existing structures. Verify dimensions by field measurements. PART 2 - PRODUCTS 2.1 FABRIC A. Selvage: Knuckled on both selvages. B. Steel Chain-Link Fence Fabric: Fabricated in one-piece widths for fencing 12 feet and less in height to comply with Chain Link Fence Manufacturers Institute (CLFMI) "Product Manual" and with requirements indicated below: ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL CHAIN LINK FENCES AND GATES SOUTH WINDSOR,CT 02831 -1 L. Mesh and Wire Size: 2-inch mesh,0.148-inch diameter(9 gage),galvanized per ASTM A-641-71A. 2. Coating: ASTM F 668,Class 2b,PVC. 3. PVC Coating Color: Forest C. Fabric shall extend 1"beyond top rail. 2.2 FRAMING A. Round member sizes are given in actual outside diameter (OD) to the nearest thousandth of inches. Round fence posts and rails are often referred to in ASTM standard specifications by nominal pipe sizes(NPS)or the equivalent trade sizes in inches. The following indicates these equivalents all measured in inches: Actual OD NPS Size Trade Size 1.315 1 1-3/8 1.660 1-1/4 1-5/8 1.900 1-1/2 2 2.375 2 2-1/2 2.875 2-1/2 3 3.500 3 3-1/2 4.000 3-1/2 4 6.625 6 6-5/8 8.625 8 8-5/8 B. Type I Round Posts: Standard weight (schedule 40) galvanized-steel pipe conforming to ASTM F 1083, according to heavy industrial requirements of ASTM F 669,Group IA,with minimum yield strength of 25,000 psi, not less than 1.8 oz. of zinc per sq. ft. Type A coating inside and outside according to ASTM F 1234, as determined by ASTM A 90,and weights per foot as follows: Actual OD - Weight(lb/ft) NPS Size 1.315 1.68 1 1.660 2.27 1-1/4 1.900 2.72 1-1/2 2.375 3.65 2 2.875 5.79 2-1/2 3.500 7.58 3 4.000 9.11 3-1/2 6.625 8.97 6 8.625 28.55 8 C. Supplemental Color Coating: In addition to above metallic coatings, provide posts and rails with manufacturer's standard polymer coating according to ASTM F 1234, 10-mil minimum polyvinyl chloride (PVC) or 3-mil minimum polyester plastic resin finish applied to exterior surfaces and, except for tubular shapes,to exposed interior surfaces. Color to match chain link fabric. D. Top Rail: Manufacturer's longest lengths (17 to 21 feet) with swedged-end or expansion-type coupling, approximately 6 inches long for joining. Provide rail ends or other means for attaching top rail securely to each gate corner,pull,and end post. 1. Round Steel: 1.660-inch OD Type I or II steel pipe. E. Steel posts for fabric heights up to 6 feet: 1. Round Line or Intermediate Posts: 2.875-inch OD Type I steel pipe. Maximum spacing 10' o.c.. 2. Round End,Corner,and Pull Posts: 3.5-inch OD Type I steel pipe. F. Swing Gate Posts: Furnish posts to support single gate leaf, or one leaf of a double-gate installation, according . to ASTM F 900,sized as follows for steel and aluminum pipe posts: 1. Steel posts for fabric height of 6 feet or less and gate leaf width: a. Up to and Including 4 Feet: 3.50-inch OD pipe weighing at least 3.11 lb per ft. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL CHAIN LINK FENCES AND GATES SOUTH WINDSOR,CT 02831 -2 2.3 FITTINGS AND ACCESSORIES A. Material: Comply with ASTM F 626. Mill-finished aluminum or galvanized iron or steel to suit manufacturer's standards. 1. Steel and Iron: Unless specified otherwise, hot-dip galvanize pressed steel or cast-iron fence fittings and accessories with at least 1.2 oz.zinc per sq. ft.as determined by ASTM A 90. 2. Supplemental Color Coating: In addition to above metallic coatings,provide a 10-mil minimum polyvinyl chloride (PVC) plastic resin finish applied to exterior surfaces and, except inside cap shapes, to exposed interior surfaces. Color to match chain link fabric. B. Post and Line Caps: Provide weathertight closure cap for each post. Provide line post caps with loop to receive tension wire or top rail. C. Post Brace Assembly: Manufacturer's standard adjustable brace. Use material specified below for brace, and truss to line posts with 3/8-inch-diameter rod and adjustable tightener. Provide manufacturer's standard galvanized-steel,cast-iron or cast-aluminum cap for each end. 1. Round Steel: 1.660-inch OD Type I or II steel pipe. D. Bottom and Center Rail: Same material as top rail. Provide manufacturer's standard galvanized-steel cap for each end. E. Tension Wire: 7 ga steel marcelled tension wire conforming to ASTM A 824 with finish to match fabric. 1. Coating Type I aluminum with a minimum coating weight of 0.40 oz.per sq.ft.as determined by ASTM A 428. F. Tie Wires: 0.106-inch-diameter (12-gage) galvanized steel with a minimum of 0.80 oz. per sq. ft. of zinc coating according to ASTM A 641, Class 3 or 0.148-inch-diameter(9-gage)aluminum wire alloy 1350-H19 or equal,to match fabric wire. 2.7 CONCRETE A. Concrete: Provide concrete consisting of portland cement per ASTM C 150, aggregates per ASTM C 33, and potable water. Mix materials to obtain concrete with a minimum 28-day compressive strength of 3000 psi. Use at least four sacks of cement per cu.yd., 1-inch maximum size aggregate,3-inch maximum slump. B. Packaged Concrete Mix: Mix dry-packaged normal-weight concrete conforming to ASTM C 387 with clean water to obtain a 2-to 3-inch slump. 2.8 GATES A. Fabricate perimeter frames of gates from same material and finish as fence framework. Assemble gate frames by welding. Provide horizontal and vertical members to ensure proper gate operation and attachment of fabric, hardware,and accessories. Space frame members maximum of 8 feet apart unless otherwise indicated. 1. Fabric: Same as for fence unless otherwise indicated. Secure fabric at vertical edges with tension bars and bands and to top and bottom of frame with tie wires. 2. Bracing: Install diagonal cross-bracing consisting of 5/16-inch-diameter adjustable-length truss rods on gates to ensure frame rigidity without sag or twist. B. Swing Gates: Comply with ASTM F 900. 1. Steel: Gates up to 8 feet wide: a. Up to 6 Feet High: Fabricate perimeter frames of 1.660-inch minimum OD Type I steel pipe. 2. Gate Hardware: Provide galvanized hardware and accessories for each gate according to the following: a. Hinges: Size and material to suit gate size,non-lift-off type,offset to permit 180-degree gate opening. Provide 1-1/2 pair of hinges for each leaf over 6-foot nominal height. ADDITIONS AND RENOVATIONS TO S/UA/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL CHAIN LINK FENCES AND GATES SOUTH WINDSOR,CT 02831 -3 b. Latch: Positive latching forked type or plunger-bar type to permit operation from either side of gate, with padlock eye as an integral part of latch. 2.9 BACKSTOP A. Construct of materials and by methods for chain link fencing to dimensions shown on drawings. Modify post and framing shcedule as follows: L Posts shall be 4"o.d.schedule 40 pipe,maximum spacing 10' o.c.. 2. Overhang frame shall be 1.660" o.d. schedule 40 pipe. Overhang shall be 4' beyond backstop with angle braces evey 10'minimum. 3. Add 1.660"o.d.schedule 40 pipe strike bars 3',4 1/2',and 6' from bottom rail. 4.. Backstop footings shall be 24"dia.. 5. Lower 8'fabric shall be 6 gauge core,thermal fused PVC coated,color:Forest Green. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install fence to comply with ASTM F 567. Do not begin installation and erection before final grading is completed,unless otherwise permitted. 1. Apply fabric to outside of framework. Install fencing on boundary lines inside of property line established by survey as required by Division 1. B Excavation: Drill or hand-excavate (using post-hole digger) holes for posts to diameters and spacings indicated,in firm,undisturbed or compacted soil. 1. If not indicated on Drawings, excavate holes for each post to minimum 8"for line posts, 12" diameter for treminal,corner and corner posts,but not less than four times the largest cross section of post. 2. Unless otherwise indicated, excavate hole depths approximately 3 inches lower than post bottom, with bottom of posts set not less than 36 inches below finish grade surface. C. Setting Posts: Center and align posts in holes 3 inches above bottom of excavation. Space a maximum of 10 v feet o.c.,unless otherwise indicated. 1. Protect portion of posts above ground from concrete splatter. Place concrete around posts in construction tubes and vibrate or tamp for consolidation. Check each post for vertical and top alignment, and hold in position during placement and finishing operations. a. Unless otherwise indicated, extend concrete footings 2 inches above grade and minimum 42" below grade. Trowel to a crown to shed water. D. Top Rails: Run rail continuously through line post caps, bending to radius for curved runs and at other posts terminating into rail end attached to posts or post caps fabricated to receive rail. Provide expansion couplings as recommended by fencing manufacturer. E. Center Rails: Install center rails in one piece between posts and flush with post on fabric side, using rail ends and special offset fittings where necessary. F. Brace Assemblies: Install braces at end and gate posts and at both sides of corner and pull posts. Locate horizontal braces at midheight of fabric on fences with top rail and at two thirds fabric height on fences without top rail. Install so posts are plumb when diagonal rod is under proper tension. G. Bottom Tension Wire: Install tension wire within 6 inches of bottom of fabric before stretching fabric and tie to each post with not less than same gage and type of wire. Pull wire taut, without sags. Fasten fabric to ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL CHAIN LINK FENCES AND GATES SOUTH WINDSOR,CT 02831 -4 tension wire with 0.120-inch-diameter(11-gage)hog rings of same material and finish as fabric wire, spaced a maximum of 24 inches o.c. H. Top Tension Wire: Install tension wire through post cap loops before stretching fabric. Pull wire taut,without sags. Fasten fabric to tension wire with 0.120-inch-diameter(I I-gage)hog rings of same material and finish as fabric wire,spaced a maximum of 12 inches o.c. 1. Fabric: Leave approximately 2 inches between finish grade and bottom selvage unless otherwise indicated. Pull fabric taut and tie to posts, rails, and tension wires. Install fabric on ballfield side of fence, and anchor to framework so that fabric remains under tension after pulling force is released. J. Tension or Stretcher Bars: Thread through fabric and secure to end, corner, pull, and gate posts with tension bands spaced not over 12 inches o.c. K. Tie Wires: Use 9 ga. wire of proper length to secure fabric firmly to posts and rails. Bend ends of wire to minimize hazard to persons or clothing. 1. Maximum Spacing: Tie fabric to line posts 12 inches o.c.and to rails and braces 24 inches o.c. L. Fasteners: Install nuts for tension bands and carriage bolts on the side of the fence opposite the fabric side. Peen ends of bolts or score threads to prevent removal of nuts for added security. 3.2 GATE INSTALLATION A. Install gates plumb, level,and secure for full opening without interference. Install ground-set items in concrete for anchorage. Adjust hardware for smooth operation and lubricate where necessary. Install gates according to manufacturer's instructions,plumb,level,and secure. END OF SECTION 02831 ADDITIONS AND RENOVATIONS TO S/UA/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL CHAIN LINK FENCES AND GATES SOUTH WINDSOR,CT 02831 -5 SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Trees. 2. Shrubs. 3. Ground covers. 4. Plants. 5. Lawns. 6. Topsoil and soil amendments. 7. Fertilizers and mulches. 8. Stakes and guys. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 2 Section "Site Clearing" for protection of existing trees and planting, topsoil stripping and stockpiling,and site clearing. 2. Division 2 Section"Tree Protection and Trimming"for protection of existing trees and planting. 3. Division 2 Section "Earthwork" for excavation, filling,rough grading, and subsurface aggregate drainage and drainage backfill. 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product certificates signed by manufacturers certifying that their products comply with specified requirements. 1. Manufacturer's certified analysis for standard products. 2. Analysis for other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists,where applicable. 3. Label data substantiating that plants, trees, shrubs, and planting materials comply with specified requirements. C. Certification of grass seed from seed vendor for each grass-seed mixture stating the botanical and common name and percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. 1. Certification of each seed mixture for sod, identifying sod source, including name and telephone number of supplier. D. Samples of each of the following: 1. 5 lb(2 kg)of bark mulch in labeled plastic bags. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-1 E. Qualification data for firms and persons specified in the "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and address of architects and owners,and other information specified. F. Material test reports from qualified independent testing agency indicating and interpreting test results relative to compliance of the following materials with requirements indicated. 1. Analysis of existing surface soil. 2. Analysis of imported topsoil. G. Planting schedule indicating anticipated dates and locations for each type of planting. H. Maintenance instructions recommending procedures to be established by Owner for maintenance of landscaping during an entire year. Submit before expiration of required maintenance periods. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has completed landscaping work similar in material, design, and extent to that indicated for this Project and with a record of successful,landscape establishment. 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on the Project site during times that landscaping is in progress. B. Testing Agency Qualifications: To qualify for acceptance,an independent testing agency must demonstrate to Architect's satisfaction, based on evaluation of agency-submitted criteria conforming to ASTM E 699, that it has the experience and capability to satisfactorily conduct the testing indicated without delaying the Work. C. Provide quality, size, genus, species, and variety of trees and shrubs indicated, complying with applicable requirements of ANSI Z60.1 "American Standard for Nursery Stock." 1. Selection of trees and shrubs purchased under allowances will be made by Architect,who will tag stock at their place of growth before they are prepared for transplanting. D. Topsoil Analysis: Furnish a soil analysis made by a qualified independent soil-testing agency stating percentages of organic matter,inorganic matter(silt,clay,and sand),deleterious material,pH,and mineral and plant-nutrient content of topsoil. 1. Report suitability of topsoil for growth of applicable planting material. State recommended quantities of nitrogen, phosphorus, and potash nutrients and any limestone, aluminum sulfate, or other soil amendments to be added to produce a satisfactory topsoil. E. Measurements: Measure trees and shrubs according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches(150 mm)above ground for trees up to 4-inch (100-mm) caliper size, and 12 inches (300 mm) above ground for larger sizes. Measure main body of tree or shrub for height and spread;do not measure branches or roots tip-to-tip. F. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Division 1 Section"Project Meetings." 1.5 DELIVERY,STORAGE,AND HANDLING A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. B. Seed: Deliver seed in original sealed, labeled,and undamaged containers. C. Sod: Harvest, deliver, store, and handle sod according to the requirements of the American Sod Producers Association's(ASPA)"Specifications for Turfgrass Sod Materials and Transplanting/Installing.". D. Trees and Shrubs: Deliver freshly dug trees and shrubs. Do not prune before delivery,except as approved by Architect. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other ADDITIONS AND RENOVATIONS TO S/UA/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-2 handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to destroy natural shape. Provide protective covering during delivery. Do not drop trees and shrubs during delivery. 1. Immediately after digging bare-root stock,pack root system in wet straw,hay,or other suitable material to keep root system moist until planting. E. Handle balled and burlapped stock by the root ball. F. Deliver trees,shrubs,ground covers,and plants after preparations for planting have been completed and install immediately. If planting is delayed more than 6 hours after delivery, set planting materials in shade, protect from weather and mechanical damage,and keep roots moist. 1. Heel-in bare-root stock. Soak roots in water for 2 hours if dried out. 2. Set balled stock on ground and cover ball with soil,peat moss,sawdust,or other acceptable material. 3. Do not remove container-grown stock from containers before time of planting. 4. Water root systems of trees and shrubs stored on site with a fine-mist spray. Water as often as necessary to maintain root systems in a moist condition. 1.6 PROJECT CONDITIONS A. Utilities: Determine location of above grade and underground utilities and perform work in a manner which will avoid damage. Hand excavate,as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. B. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions,or obstructions,notify Architect before planting. 1.7 COORDINATION AND SCHEDULING A. Coordinate installation of planting materials during normal planting seasons for each type of plant material required. 1.8 WARRANTY A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with,other warranties made by the Contractor under requirements of the Contract Documents. B. Special Warranty: Warrant the following living planting materials for a period of one year after date of Substantial Completion,against defects including death and unsatisfactory growth,except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for warranty period,or incidents that are beyond Contractor's control. 1. Trees. 2. Shrubs. 3. Ground covers. 4. Perennials. C. Remove and replace dead planting materials immediately unless required to plant in the succeeding planting season. D. Replace planting materials that are more than 25 percent dead or in an unhealthy condition at end of warranty period. E. A limit of one replacement of each plant material will be required, except for losses or replacements due to failure to comply with requirements. ADDITIONS AND RENOVATIONS TO S/LIA/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-3 1.9 TREE AND SHRUB MAINTENANCE A. Maintain trees and shrubs by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stakes and guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. Maintain trees and shrubs for the following period: 1. Maintenance Period: Same as Warranty Period. 1.10 GROUND COVER AND PLANT MAINTENANCE A. Maintain ground cover and plants by watering, weeding, fertilizing, and other operations as required to establish healthy,viable plantings for the following period: 1. Maintenance Period: 6 months following Substantial Completion. 1.11 LAWN MAINTENANCE A. Begin maintenance of lawns immediately after each area is planted and continue until acceptable lawn is established,but for not less than the following periods: 1. Seeded Lawns: 90 days after date of Substantial Completion. a. When full maintenance period has not elapsed before end of planting season, or if lawn is not fully established at that time,continue maintenance during next planting season. 2. Sodded Lawns: 60 days after date of Substantial Completion. B. Maintain and establish lawns by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll,regrade,and replant bare or eroded areas and remulch to produce a uniformly smooth lawn. C. Watering: Provide and maintain temporary piping,hoses,and lawn-watering equipment to convey water from sources and to keep lawns uniformly moist to a depth of 4 inches(100 mm). 1. Water lawn at the minimum rate of 1 inch(25 mm)per week. D. Mow lawns as soon as there is enough top growth to cut with mower set at specified height for principal species planted. Repeat mowing as required to maintain specified height without cutting more than 40 percent of the grass height. Remove no more than 40 percent of grass-leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. E. Postfertilization: Apply fertilizer to lawn after first mowing and when grass is dry. 1. Use fertilizer that will provide actual nitrogen of at least 1 lb per 1000 sq. ft. (0.5 kg per 100 sq. m) of lawn area. PART 2 - PRODUCTS 2.1 TREE AND SHRUB MATERIAL A. General: Furnish nursery-grown trees and shrubs conforming to ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. Provide well-shaped, fully-branched,healthy,vigorous stock free of disease,insects,eggs,larvae,and defects such as knots,sun scald,injuries,abrasions,and disfigurement. B. Grade: Provide trees and shrubs of sizes and grades conforming to ANSI Z60.1 for type of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to Architect, with a proportionate increase in size of roots or balls. C. Label each tree and shrub with securely attached, waterproof tag bearing legible designation of botanical and common name. D. Label at least 1 tree and 1 shrub of each variety and caliper with a securely attached, waterproof tag bearing legible designation of botanical and common name. ADDITIONS AND RENOVATIONS TO S/LIA/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-4 2.2 SHADE AND FLOWERING TREES A. Shade Trees: Single-stem trees with straight trunk, well-balanced crown, and intact leader, of height and caliper indicated,conforming to ANSI Z60.1 for type of trees required. 1. Branching Height: 1/2 of tree height. B. Small Trees: Small upright or spreading type,branched or pruned naturally according to species and type, and with relationship of caliper, height, and branching recommended by ANSI Z60.1, and stem form as noted on drawings. C. Provide balled and burlapped trees. 2.3 DECIDUOUS SHRUBS A. Form and Size: Deciduous shrubs with not less than the minimum number of canes required by and measured according to ANSI Z60.1 for type,shape,and height of shrub. B. Provide balled and burlapped deciduous shrubs except where bare-root deciduous shrubs are indicated. 1. Container-grown deciduous shrubs will be acceptable in lieu of balled and burlapped deciduous shrubs subject to meeting ANSI Z60.1 limitations for container stock. 2.4 CONIFEROUS EVERGREENS A. Form and Size: Normal-quality, well-balanced, coniferous evergreens, of type, height, spread, and shape required,conforming to ANSI Z60.1. B. Form and Size: Specimen-quality, exceptionally heavy, tightly knit, symmetrically shaped coniferous evergreens of the following grade: 1. Heavy Grade: 'X." C. Provide balled and burlapped coniferous evergreens. 2.5 BROADLEAF EVERGREENS A. Form and Size: Normal-quality, well-balanced, broadleaf evergreens, of type, height, spread, and shape required,conforming to ANSI Z60.1. B. Provide balled and burlapped broadleaf evergreens. 1. Container-grown broadleaf evergreens will be acceptable in lieu of balled and burlapped broadleaf evergreens subject to meeting ANSI Z60.1 limitations for container stock. 2.6 GROUND COVERS AND PLANTS A. Provide ground covers and plants established and well rooted in removable containers or integral peat pots and with not less than the minimum number and length of runners required by ANSI Z60.1 for the pot size indicated. 2.7 GRASS MATERIALS A. Grass Seed: Fresh, clean, dry, new-crop seed complying with the Association of Official Seed Analysts' "Rules for Testing Seeds"for purity and germination tolerances. 1. Seed Mixture: Provide seed of grass species and varieties, proportions by weight, and minimum percentages of purity, germination, and maximum percentage of weed seed as indicated on Schedules at the end of this Section. B. Sod: Certified turfgrass sod complying with ASPA specifications for machine-cut thickness, size, strength, moisture content, and mowed height, and free of weeds and undesirable native grasses. Provide viable sod of uniform density,color,and texture of the following turfgrass species, strongly rooted,and capable of vigorous growth and development when planted. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-5 1. Species: Provide sod of grass species and varieties,proportions by weight, and minimum percentages of purity, germination, and maximum percentage of weed seed as indicated on Schedules at the end of this Section. 2.8 TOPSOIL A. Topsoil: ASTM D 5268,pH range of 5.5 to 7,4 percent organic material minimum, free of stones 1 inch(25 mm)or larger in any dimension,and other extraneous materials harmful to plant growth. 1. Topsoil Source: Reuse surface soil stockpiled on the site. Verify suitability of surface soil to produce topsoil meeting requirements and amend when necessary. Supplement with imported topsoil when quantities are insufficient. Clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. 2. Imported Topsoil Source: Obtain topsoil from naturally well-drained sites where topsoil occurs at least 4 inches(100 min)deep;do not obtain from bogs or marshes. 2.9 SOIL AMENDMENTS A. Lime: ASTM C 602, Class T, agricultural limestone containing a minimum 80 percent calcium carbonate equivalent,with a minimum 99 percent passing a No. 8(2.36 min)sieve and a minimum 75 percent passing a No.60(250 micrometer)sieve. 1. Provide lime in the form of dolomitic limestone. B. Aluminum Sulfate: Commercial grade,unadulterated. C. Sand: Clean,washed,natural or manufactured sand,free of toxic materials. D. Perlite: Horticultural perlite,soil amendment grade. E. Peat Humus: Finely divided or granular texture, with a pH range of 6 to 7.5, composed of partially decomposed moss peat(other than sphagnum),peat humus,or reed-sedge peat. F. Peat Humus: For acid-tolerant trees and shrubs, provide moss peat, with a pH range of 3.2 to 4.5, coarse fibrous texture,medium-divided sphagnum moss peat or reed-sedge peat. G. Manure: Well-rotted, unleached stable or cattle manure containing not more than 25 percent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed, and material harmful to plant growth. H. Herbicides: EPA registered and approved,of type recommended by manufacturer. 1. Water: Potable. 2.10 FERTILIZER A. Bonemeal: Commercial,raw,finely ground;minimum of 4 percent nitrogen and 20 percent phosphoric acid. B. Superphosphate: Commercial,phosphate mixture,soluble;minimum of 20 percent available phosphoric acid. C. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic sources of urea-form, phosphorous, and potassium in the following composition: 1. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil-testing agency. D. Slow-Release Fertilizer: Granular fertilizer consisting of 50 percent water-insoluble nitrogen,phosphorus,and potassium in the following composition: 1. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil-testing agency. ADDITIONS AND RENOVATIONS TO SiIJAIM-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-6 2.11 MULCHES A. Organic Mulch: Organic mulch, free from deleterious materials and suitable as a top dressing of trees and shrubs,consisting of the following: 1. Type: Ground or shredded bark. B. Peat Mulch: Provide peat moss in natural, shredded, or granulated form, of fine texture,with a pH range of 4 to 6 and a water-absorbing capacity of 1100 to 2000 percent. C. Fiber Mulch: Biodegradable dyed-wood cellulose-fiber mulch, nontoxic, free of plant growth- or germination-inhibitors,with maximum moisture content of 15 percent and a pH range of 4.5 to 6.5. D. Asphalt Emulsion Tackifier: Asphalt emulsion,ASTM D 977,Grade SS-1,nontoxic and free of plant growth- or germination-inhibitors. E. Nonasphaltic Tackifier: Colloidal tackifier recommended by fiber-mulch manufacturer for slurry application, nontoxic and free of plant growth-or germination-inhibitors. 2.12 WEED-CONTROL BARRIERS A. Sheet Polyethylene: Black,0.006-inch(0.15-mm)minimum thickness. 2.13 EROSION-CONTROL MATERIALS A. Blankets: Biodegradable wood excelsior, straw, or coconut-fiber mat enclosed in a photodegradable plastic mesh. Include manufacturer's recommended steel wire staples,6 inches(150 mm)long. B. Fiber Mesh: Biodegradable twisted jute or spun-coin mesh, 0.92 lb per sq. yd. (0.5 kg per sq. m) minimum, with 50 to 65 percent open area. Include manufacturer's recommended steel wire staples, 6 inches (150 mm) long. 2.14 MISCELLANEOUS MATERIALS A. Antidesiccant: Water-insoluble emulsion, permeable moisture retarder, film forming, for trees and shrubs. Deliver in original,sealed,and fully labeled containers and mix according to manufacturer's instructions. C. Tree Grates and Frames: ASTM A 48, Class 35 or better, gray iron castings of shape, pattern, and size indicated. D. Tree Grates and Frames: ASTM A 48,Class 35 or better,gray iron castings and ASTM A 36(ASTM A 36M) steel angle frames of shape,pattern,and size indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive landscaping for compliance with requirements and for conditions affecting performance of work of this Section. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations,outline areas,and secure Architect's acceptance before the start of planting work. Make minor adjustments as may be required. 3.3 PLANTING SOIL PREPARATION A. Before mixing, clean topsoil of roots,plants, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-7 B. Mix soil amendments and fertilizers with topsoil at rates indicated. Delay mixing fertilizer if planting does not follow placing of planting soil within a few days. 1. A"Planting Soil Amendments Schedule" is included at the end of this Section. C. For tree pit or trench backfill,mix planting soil before backfilling and stockpile at site. D. For planting beds and lawns, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. 1. Mix lime with dry soil prior to mixing fertilizer. Prevent lime from contacting roots of acid-tolerant plants. 2. Apply phosphoric acid fertilizer, other than that constituting a portion of complete fertilizers, directly to subgrade before applying planting soil and tilling. 3.4 LAWN PLANTING PREPARATION A. Limit subgrade preparation to areas that will be planted in the immediate future. B. Loosen subgrade to a minimum depth of 4 inches(100 mm). Remove stones larger than 1-1/2 inches(38 mm) in any dimension and sticks,roots,rubbish,and other extraneous materials. C. Spread planting soil mixture to depth required to meet thickness, grades, and elevations shown, after light rolling and natural settlement. Do not spread if planting soil or subgrade is frozen. 1. Place approximately 1/2 the thickness of planting soil mixture required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil mixture. 2. Allow for sod thickness in areas to be sodded. D. Preparation of Unchanged Grades: Where lawns are to be planted in areas unaltered or undisturbed by excavating,grading,or surface soil stripping operations,prepare soil as follows: 1. Remove and dispose of existing grass, vegetation, and turf. Do not turn over into soil being prepared for lawns. 2. Till surface soil to a depth of at least 6 inches (150 mm). Apply required soil amendments and initial fertilizers and mix thoroughly into top 4 inches(100 mm)of soil. Trim high areas and fill in depressions. Till soil to a homogenous mixture of fine texture. 3. Clean surface soil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful to plant growth. 4. Remove waste material, including grass, vegetation, and turf, and legally dispose of it off the Owner's property. E. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Roll and rake, remove ridges,and fill depressions to meet finish grades. Limit fine grading to areas that can be planted in the immediate future. Remove trash,debris, stones larger than 1-1/2 inches(38 mm) in any dimension, and other objects that may interfere with planting or maintenance operations. F. Moisten prepared lawn areas before planting when soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. G. Restore prepared areas if eroded or otherwise disturbed after fine grading and before planting. 3.5 GROUND COVER AND PLANT BED PREPARATION A. Loosen subgrade of planting bed areas to a minimum depth of 6 inches(150 mm). Remove stones larger than 1-1/2 inches(38 mm)in any dimension and sticks,roots,rubbish,and other extraneous materials. B. Spread planting soil mixture to depth required to meet thickness, grades, and elevations shown, after light rolling and natural settlement. Place approximately 1/2 the thickness of planting soil mixture required. Work into top of loosened subgrade to create a transition layer and then place remainder of planting soil mixture. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-9 C. Till soil in beds to a minimum depth of 8 inches (200 mm) and mix with specified soil amendments and fertilizers. D. Remove soil to a minimum depth of 8 inches(200 mm)and replace with prepared planting soil mixture. 3.6 EXCAVATION FOR TREES AND SHRUBS A. Pits and Trenches: Excavate with vertical sides and with bottom of excavation slightly raised at center to assist drainage. Loosen hard subsoil in bottom of excavation. 1. Bare-Root Shrubs: Excavate at least 12 inches (300 min) wider than root spread and deep enough to allow setting of roots on a layer of planting soil and with collar set at same grade as in nursery,but 1 inch (25 mm)below finish grade,unless otherwise indicated. a. Setting Layer: Allow 3 inches(75 mm)of planting soil. 2. Balled and Burlapped Trees and Shrubs: Excavate approximately 1-1/2 times as wide as ball diameter and equal to ball depth,plus the following setting layer depth: b. Setting Layer: Allow 6 inches(150 mm)of planting soil. 3. Container-Grown Trees and Shrubs: Excavate to container width and depth, plus the following setting- layer depth: a. Setting Layer: Allow 3 inches(75 mm)of planting soil. B. Dispose of subsoil removed from landscape excavations. Do not mix with planting soil or use as backfill. C. Obstructions: Notify Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. 1. Hardpan Layer: Drill 6-inch- (150-mm-) diameter holes into free-draining strata or to a depth of 10 feet (3 m),whichever is less,and backfill with free-draining material. D. Drainage: Notify Architect if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. E. Fill excavations with water and allow to percolate out, before placing setting layer and positioning trees and shrubs. 3.8 PLANTING TREES AND SHRUBS A. Set balled and burlapped stock plumb and in center of pit or trench with top of ball raised above adjacent finish grades as indicated. 1. Place stock on setting layer of compacted planting soil. 2. Remove burlap and wire baskets from tops of balls and partially from sides, but do not remove from under balls. Remove pallets, if any,before setting. Do not use planting stock if ball is cracked or broken before or during planting operation. 3. Place backfill around ball in layers,tamping to settle backfill and eliminate voids and air pockets. When pit is approximately 1/2 backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing and tamping final layer of backfill. B. Set container-grown stock plumb and in center of pit or trench with top of ball raised above adjacent fmish grades as indicated. 1. Carefully remove containers so as not to damage root balls. 2. Place stock on setting layer of compacted planting soil. 3. Place backfill around ball in layers,tamping to settle backfill and eliminate voids and air pockets. When pit is approximately 1/2 backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing and tamping final layer of backfill. ADDITIONS AND RENOVATIONS TO S/UA/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-9 C. Set bare-root stock on cushion of planting soil. Spread roots without tangling or turning toward surface, and carefully work backfill around roots by hand. Puddle with water until backfill layers are completely saturated. Plumb before backfilling, and maintain plumb while working backfill around roots and placing layers above roots. Remove injured roots by cutting cleanly;do not break. 1. Set collar 1 inch(25 mm)below adjacent finish grades,unless otherwise indicated. D. Dish and tamp top of backfill to form a 3-inch-(75-mm-)high mound around the rim of the pit. Do not cover top of root ball with backfill. E. Wrap trees of 2-inch(50-mm)caliper and larger with trunk-wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. Inspect tree trunks for injury, improper pruning, and insect infestation and take corrective measures required before wrapping. 3.9 TREE AND SHRUB PRUNING A. Prune, thin, and shape trees and shrubs according to standard horticultural practice. Prune trees to retain required height and spread. Unless otherwise directed by Architect, do not cut tree leaders; remove only injured or dead branches from flowering trees. Prune shrubs to retain natural character. Shrub sizes indicated are size after pruning. 3.11 PLANTING GROUND COVER AND PLANTS A. Space ground cover and plants as indicated. B. Dig holes large enough to allow spreading of roots, and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting,taking care not to cover plant crowns with wet soil. 3.12 MULCHING A. Mulch backfilled surfaces of pits,trenches,planted areas,and other areas indicated. B. Weed-Control Barriers: Install the "following weed-control barriers according to manufacturer's recommendations, before mulching. Completely cover area to be mulched, lapping edges a minimum of 6 inches(150 mm). 1. Material and Seam Treatment: Sheet polyethylene with seams taped. C. Organic Mulch: Apply the following average thickness of organic mulch and finish level with adjacent finish grades. Do not place mulch against trunks or stems. 1. Thickness: 3 inches(75 min). 3.13 SEEDING NEW LAWNS A. Sow seed with a spreader or a seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph(8 km/h). Evenly distribute seed by sowing equal quantities in 2 directions at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged in transit or storage. B. Sow seed at the following rates: 1. Turfgrass Seeding Rate: 5 to 8 lb per 1000 sq. ft.(2.5 to 4 kg per 100 sq.m). 2. Low maintenance Grass Seeding rate: 220 lb per acre. C. Rake seed lightly into top 1/8 inch(3 mm)of topsoil,roll lightly,and water with fine spray. D. Protect seeded slopes exceeding 1:4 against erosion with erosion-control blankets installed and stapled according to manufacturer's recommendations. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-10 E. Protect seeded areas with slopes less than 1:6 against erosion by spreading straw mulch after completion of seeding operations. Spread uniformly at a minimum rate of 2 tons per acre (45 kg per 100 sq. m) to form a continuous blanket 1-1/2 inches (38 mm) loose depth over seeded areas. Spread by hand, blower, or other suitable equipment. 1. Anchor straw mulch by spraying with asphalt-emulsion tackifier at the rate of 10 to 13 gal.per 1000 sq.ft. (41 to 53 L per 100 sq. m). Take precautions to prevent damage or staining of structures or other plantings adjacent to mulched areas. Immediately clean damaged or stained areas. F. Protect seeded areas against hot, dry weather or drying winds by applying peat mulch within 24 hours after completion of seeding operations. Soak and scatter uniformly to a depth of 3/16 inch(4.8 mm)thick and roll to a smooth surface. 3.14 HYDROSEEDING NEW LAWNS A. Hydroseeding: Mix specified seed,fertilizer,and fiber mulch in water,using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended into homogenous slurry suitable for hydraulic application. 1. Mix slurry with nonasphaltic tackifier. 2. Apply slurry uniformly to all areas to be seeded in a 1-step process. Apply mulch at the minimum rate of 1500 lb per acre(16.5 kg per 100 sq.m)dry weight but not less than the rate required to obtain specified seed-sowing rate. 3.15 SODDING NEW LAWNS A. Lay sod within 24 hours of stripping. Do not lay sod if dormant or if ground is frozen. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to subgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass. 1. Lay sod across angle of slopes exceeding 1:3. 2. Anchor sod on slopes exceeding 1:6 with wood pegs spaced as recommended by sod manufacturer but not less than 2 anchors per sod strip to prevent slippage. C. Saturate sod with fine water spray within 2 hours of planting. During first week, water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches(38 mm)below the sod. 3.18 RECONDITIONING LAWNS A. Recondition existing lawn areas damaged by Contractor's operations, including storage of materials or equipment and movement of vehicles. Also recondition lawn areas where settlement or washouts occur or where minor regrading is required. 1. Recondition other existing lawn areas as indicated on plans B. Remove sod and vegetation from diseased or unsatisfactory lawn areas;do not bury into soil. Remove topsoil containing foreign materials resulting from Contractor's operations, including oil drippings, fuel spills, stone, gravel,and other construction materials,and replace with new topsoil. C. Where substantial lawn remains,mow,dethatch,core aerate, and rake. Remove weeds before seeding. Where weeds are extensive,apply selective herbicides as required. Do not use pre-emergence herbicides. D. Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and turf, and legally dispose of it off the Owner's property. E. Till stripped,bare, and compacted areas thoroughly to a depth of 6 inches(150 mm). ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-11 F. Apply required soil amendments and initial fertilizers and mix thoroughly into top 4 inches (100 mm)of soil. Provide new planting soil as required to fill low spots and meet new finish grades. G. Apply seed and protect with straw mulch as required for new lawns. I. Water newly planted areas and keep moist until new grass is established. 3.20 INSTALLATION OF MISCELLANEOUS MATERIALS A. Apply antidesiccant using power spray to provide an adequate film over trunks, branches, stems, twigs, and foliage. 1. When deciduous trees or shrubs are moved in full-leaf, spray with antidesiccant at nursery before moving and again 2 weeks after planting. B. Tree Grates: Set grate segments flush with adjoining surfaces as shown on Drawings. Shim up from supporting substrate with soil-resistant plastic. Maintain a 3-inch- (75-mm-)minimum growth radius around base of tree;break away units of casting,if necessary,according to manufacturer's instructions. 3.21 CLEANUP AND PROTECTION A. During landscaping,keep pavements clean and work area in an orderly condition. B. Protect landscaping from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.22 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus soil and waste material,including excess subsoil,unsuitable soil,trash, and debris, and legally dispose of it off the Owner's property. 3.23 PLANTING SOIL AMENDMENTS SCHEDULE A. Tree and Shrub Pits or Trenches: Provide soil amendments in not less than the following quantities and as recommended by topsoil testing: 1. Ratio of loose peat humus to topsoil by volume: 1:3 2. Ratio of deydrated sterilized manure to topsoil: 1:3 3. Lime 4. Bonemeal 5. Superphosphate 6. Potash 7. Commercial fertilizer B. Ground Cover and Perennial Beds: Provide soil amendments in not less than the following quantities and as recommended by topsoil testing: 1. Ratio of loose peat humus to topsoil by volume: 1:3 2. Ratio of deydrated sterilized manure to topsoil: 1:3 3. Lime 4. Bonemeal 5. Superphosphate 6. Potash 7. Commercial fertilizer ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-12 C. Lawns: Provide soil amendments as recommended by topsoil testing. 3.24 SEED MIXTURES SCHEDULE A. Sun and Partial Shade: Provide certified grass-seed blends or mixes,proportioned by weight,as follows: Proportion Name Min. Min.Pct. Max.Pct. Pct. Pure Sd. Weed Sd. Germ. 50 pct. Kentucky bluegrass 80 85 0.50 (Poa pratensis) 30 pct. Chewings red fescue 85 98 0.50 (Festuca rubra variety) 10 pct. Perennial rye grass 90 98 0.50 (Lolium perenne) 10 pct. Redtop 85 92 1.00 ,(Agrostis alba) B. Low Maintenance Seed Mix:: Provide certified grass-seed blends or mixes, proportioned b wei t follows: P P y as Proportion Name Min. Min.Pct. Max.Pct. Pct. Pure Sd. Weed Sd. Germ. 55.pct.. Tall fescue 90 98 .50 (Festuca arundinacea) 15 pct. Kentucky bluegrass 80 85 .50 (Poa pratensis) 10 pct. Perennial ryegrass 90 98 .50 (Lolium perenne) 10 pct. Redtop 90 92 .50 Agrostis alba END OF SECTION 02900 ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL LANDSCAPING SOUTH WINDSOR,CT 02900-13 f a SECTION 02910 SOFTBALL & SOCCER FIELD CONSTRUCTION PART 1 -GENERAL 1.1 SUMMARY A. General: This Section includes construction of new soccer fields, reconditioning or reconstruction of existing soccer fields,and construction of a new softball field with skinned basepaths and mound. B. Outline of Work: The contractor is to furnish all materials as outlined in this specification. All materials, labor, and equipment shall be in accordance with these specifications and the contract drawings. 1. Removal of topsoil from existing playfields. 2. Grading subsoil including appropriate cuts and fills. 3. Subsoil cultivation. 4. Replace topsoil and place infield soil mix onto base paths and pitcher's mound. 5. Apply limestone and phosphorous onto designated grass section of the field and cultivate into topsoil. 6. Finish grading. 7. Apply starter fertilizer. 8. Seed field. C. Related Sections: The following sections contain requirements that relate to this Section. 1. Division 2 Section"Earthwork"for compacted subgrade under play areas. 2. Division 2 Section"Landscaping" for general landscape improvements. 3. Division 2 Section"Sports Field Furnishings" for backstops,goals,etc.. 1.2 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division I Specification Sections. B. Product data for the following products: 1. Infield/base path soil mix. 2. Topsoil tests. 3. Seed mixes. C. Samples for verification purposes the following items: 1. Infield Soil Mix and Pitcher's Mound Soil Mix. D. Shop Drawings for: 1. Installation and construction details for Pitcher's Mound and Bases. E. Qualification dat4 for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, names of Architects and Owners,plus other information specified. F. Unit prices per the Division One sections of this specification. Any added or deleted work will be based upon adding or subtracting the unit price form the bid price. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SOFTBALL AND SOCCER FIELD CONSTRUCTION SOUTH WINDSOR,CT 02910-1 1.3 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has successfully completed at least two (2) installations of athletic field construction. Provide references for these installations with phone numbers. Contractor shall provide a supervisor on the job-site experienced in the construction of sports fields. B. Layout and Placement: Prior to construction, locate limits of play areas and infield for review with Architect for alignment and grade relationships and approval of such prior to construction. C. General: 1. The Contractor is responsible for checking field grades in order that they comply with the grades set forward in these specifications and shown on the drawings. 2. The use of earth moving or other heavy equipment will not be allowed on the field and the surrounding area following the return of the topsoil. Only agricultural machinery designed for preparing the finish grade and other final operations will be used to complete the work. A list of all equipment that is to be used in carrying out the work shall be provided when submitting the bid and approved by the Town of South Windsor as part of the bid contract. 3. Appropriate soil erosion measures are to be taken as outlined in these specifications. 4. Pesticides used on the project must be applied by a licensed Commercial Pesticide Applicator. the license number is to be supplied to the Town of South Windsor prior to the application of any pesticide. 5. Invoices on quantities of all materials delivered to the site will be submitted to the Town of South Windsor for examination. 6. Any changes in these specifications as to materials or method is to be made only after consultation with and approval from the Town of South Windsor or their representative. 1.4 DELIVERY,STORAGE AND HANDLING A. Protect furnishings against soiling and damage during storage and construction by use of padding or barriers as required maintained in delivered condition. B. Protect play surface materials from moisture and contamination with other materials during storage and construction. PART 2 - PRODUCTS 2.1 TOPSOIL A. Topsoil to be stripped from existing fields and reapplied is to be reused on the fields after screening. See Part 3, Execution for Methods and Sequencing. B. Topsoil stripped from existing fields that is from the A Horizon may be screened and reapplied to those fields when reconstructed. Additional topsoil needed for construction of the new soccer and softball fields may be supplied from an off-site source. C. Topsoil stripped form on-site shall be screened off-site through a one-inch mesh screen. The Contractor is to save 100 yards of the topsoil for use in any repairs due to soil erosion or settling that may result in depressions after completion of the seeding. D. Topsoil stripped on-site and topsoil from off-site sources shall meet the requirements for topsoil in Section 02900,Landscaping. 2.2 INFIELD BASE PATH AND PITCHER'S MOUND SOIL MIX A. Infield soil mix shall be "Beam Clay Baseball Diamond Mix" as manufactured by Partac Peat Corporation (800) 247-2326. Provide in area as shown on plan to a minimum 3" depth at basepaths and 6" depth around bases,or approved equal. ADDITIONS AND RENOVATIONS TO SAJAIM-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SOFTBALL AND SOCCER FIELD CONSTRUCTION SOUTH WINDSOR,CT 02910-2 a B. Infield Base course material shall be same as base course for bituminous pavements (see Division 2 Section "Bituminous Concrete Paving." C. Pitcher's Mound soil Mix shall be "Beam Clay Pitcher's Mound Mix" or approved equal to a 6" depth over mound base materials. D. Soil Materials for the bare area of the infield are to be free of all debris including glass. It shall have no coarse fragments (gravel particles) over 6 mm in diameter with a maximum of 10% coarse fragment between 2 to 6 mm in diameter of which only 3%can exceed 5 mm in diameter on an oven dry(105 degrees C)weight basis. The percent silt and clay will comprise between 25 to 30%of the sand, silt and clay fractions with at least 7% clay. The sand fraction will have between 40 to 45 percent in the very coarse, coarse, and medium sand size range with no more that 6% in the very coarse sand fraction. The percent fine and very fine sand will be between 25 to 35%. The percentage weights of the sand,silt and clay particles are on an oven dry weight basis at 105 degrees C with the gravel particles removed before particle size analysis. the particle size analysis is based on the USDA classification for particle size. 2.3 AGRICULTURAL LIMESTONE A. The lime is to be a dolomitic limestone in which 98%will pass a number 20 sieve and at least 75%will pass through a number 100 sieve. The limestone will have a calcium carbonate equivalent of at least 85%' . 2.4 FERTILIZERS A. Grade:5-10-5. Application rate: 880 pounds per acre. B. The 5-10-5 fertilizer is to have all its nitrogen in a water soluble form derived from ureas, ammonium nitrate, ammonium phosphate or similar material. Another grade with the same ratio may be substituted and its rate adjusted to supply 88 lb. P205 per acre. Fertilizers delivered to the work site must be fully labeled in accordance with the State of Connecticut's fertilizer laws and regulations. 2.5 SEED MIXTURES A. Baseball Field and Soccer Fields: Seeding Schedule Species and Cultivar %by Weight %Puri %Germination Spring Seeding Fiesta II perennial ryegrass 35% 98% 90% Blazer II perennial ryegrass 35% 98% 90% Touchdown Kentucky Bluegrass 20% 98% 80% America Kentucky Bluegrass 10% 98% 80% Late Summer Seeding Fiesta II perennial ryegrass 15% 98% 90% Blazer II perennial ryegrass 15% 98% 90% Touchdown Kentucky Bluegrass 35% 98% 80% America Kentucky Bluegrass 35% 98% 80% B. All cultivars used on the baseball field are to be certified varieties. The mixture for the spring seeding is to be sown at 220 pounds per acre. The mixture for the late summer seeding is to be sown at 130 pounds per acre. Other cultivars of perennial ryegrass and Kentucky bluegrass may be substituted for the above listed cultivars with the approval of the town of South Windsor or their representative. the same number of species and their cultivars with their percentage by weight in the mixture must remain the same. C. The seed delivered to the site must be fully labeled according to the seed laws and regulations of the State of Connecticut. A letter from the seed supplier is to accompany the seed mixture delivered to the site certifying ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SOFTBALL AND SOCCER FIELD CONSTRUCTION SOUTH WINDSOR,CT 02910-3 that the seed in the bags are the cultivars listed on the label. The seed mixture is to be inspected by the town of South Windsor or their representative prior to its acceptance. D. Seed Mix for slopes outside the playing field area: Species and Cultivar %by Weight Victory chewing fescue 35% Spartan hard fescue 35% Fiesta II perennial ryegrass 30% Sow at a seeding rate of 220 pounds per acre. 2.6 MULCH A. Mulch-the mulch for slopes is to be comprised of either an erosion control fabric or blanket or salt marsh hay. Apply the slat marsh hay at a rate of 1 1/2 tons per acre. 2.7 PESTICIDES A. Herbicide-Apply Siduron at a rate of 12 lb.per acre at the time of spring seeding only. PART 3 - EXECUTION 3.1 REMOVAL OF EXISTING TOPSOIL A. In areas of existing fields to be renovated, remove the topsoil from the area to be regraded to an eight inch depth and stockpile for respreading on the new field and its surrounds. Place the soil to avoid interference with subsequent work. B. Screen the topsoil to remove stones over one inch in diameter,vegetative matter and other debris. 3.2 SUBSOIL AND SUBGRADE A. Grade the subsoil to provide a one percent slope inclining uniformly from the edge of the pitchers mound to the base paths. Continue one percent grade through the outfield. The incline on the filed of play should not exceed one percent along any line of play. The pitchers plate will not be more than 15" above the level of home plate. B. The subsoil is to be graded by cut and fill. Filling is to be in consecutive layers not exceeding 8 inches with each layer adequately compacted. C. The subgrade will conform to the finish grade to ensure an even distribution of topsoil and will be devoid of pockets where water can stand. D. Loosen the subsoil to a 6 inches depth with a chisel plow, or other suitable means prior to placing topsoil to alleviate soil compaction from grading equipment. E. Remove all stones over 2" in diameter from the surface of the subsoil prior to placing the topsoil. F. Approval of the subgrade is to be given by the Town of South Windsor or their representative prior to placing and spreading topsoil. The degree of soil compaction of the subgrade at a moisture content near filed capacity based on measurements with a CL 700 pocket penetrometer shall not exceed 4 tons per square foot. 3.3 TOPSOILNG,SPREADING AND CULTIVATION A. Place the topsoil over the subgrade to a uniform depth so that the final depth of topsoil will be 8 inches after settling. ADDITIONS AND RENOVATIONS TO S/UA/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SOFTBALL AND SOCCER FIELD CONSTRUCTION SOUTH WINDSOR,CT 02910-4 B. The topsoil is to be spread starting at the edges of the baseball or soccer field and working topsoil from the edges out onto the surface in order to prevent hauling and grading equipment from disturbing subgrade. Equipment is to be kept off the subgrade at all times while spreading and hauling the topsoil. C. the finish grade of the topsoil should conform to grades outlined in Section 02910,3.2 , Subsoil and Subgrade, and on the drawings. D. Apply agricultural limestone at 2 1/2 tons per acre uniformly over the field. E. Loosen the topsoil by cultivating with a harrow, rotovator or other suitable tillage equipment to a 6 inch depth to alleviate soil compaction from hauling and grading equipment and to incorporate the limestone. Cultivate in 2 directions,the second cultivation at a right angle to the first. 3.4 PREPARATION OF SKINNED AREAS OF INFIELD AND PITCHERS MOUND A. Place the soil material over the subgrade to a uniform compacted depth of 6 inches staying within the dimensions for the bare area shown on the drawings. Place in such a manner that there is no mixing of the soil material for the bare area with the topsoil used for the grass portion of the field. B. The soil material is to be packed to a bulk density of(oven dry at 105 d C)of between 1.60 to 1.80 gm/cm'. C. The finish grade on the infield will be done by hand raking and the final grade will be checked by an appropriate instrument to achieve an accuracy of 0.25%. 3.5 FINISH GRADING A. Finish grade and firm the topsoil with a grading tractor or other suitable equipment designed for grading areas to be seeded to turfgrasses. Correct irregularities in the surface so that smoothing is to leave a fret and level surface with no soft spots but with soil that is friable. the finish grade is to conform to grades as outlined in Section 02910,3.2, Subsoil and Subgrade,and on the drawings. B. Final acceptance of the finish grade will be approved by the town of South Windsor or their representative prior to applying the starter fertilizer and sowing the seed. The degree of soil compaction of the topsoil at a moisture content near field capacity based on measurements with a CL 700 pocket penetrometer shall not exceed 2.5 tons per square foot. 3.6 STARTER FERTILIZATION AND SEEDING A. Apply a uniform application of a 5-10-5 fertilizer at a rate of 880 pounds per acre. A different grade with the same 1-2-1 ratio may be used in place of the 5-10-5 fertilizer and its rate adjusted to apply 88 lb.PZ 05 per acre. Incorporate the 5-105 fertilizer to depth of 1 to 2 inches with a chain harrow. B. Broadcast the seed specified in Section 02910, 2.5 Seed Mixtures. Sow the seed uniformly over the field at a rate of 220 lb. per acre if a late summer seeding, using a cultipacker, seeder or other suitable equipment. the total amount of seed is to be divided into two equal parts and applied in 2 applications with the second application made at right angles to the first application. If seeding is done by other than a cultipacker seeder, the seed is to be covered with a chain harrow or other suitable equipment followed by cultipacking or light rolling using a roller weighing not more than 100 lb.per foot of width. C. Mulch swales with salt hay marsh at the rate of 1 1/2 tons per acre and hold in place using a mulching coulter or other suitable means or apply a fabric or blanket held in place by staples. 3.7 REPAIRS AND MAINTENANCE A. If during the seeding operation or upon seedling emergence, area have been skipped or left implanted, the contractor will be required to sow additional seed into these areas after properly preparing the seedbed. Seed mixture and rate of seeding will be the same as required in Section 02910,2.5 Seed Mixtures. B. Rework and restore grades eroded prior to achieving a uniform grass cover from seedling plants. ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SOFTBALL AND SOCCER FIELD CONSTRUCTION SOUTH WINDSOR,CT 02910-5 C. Restore grades wherever soil settling occurs that affects the surface grade for two months after the date of seeding. 3.8 CLEANUP A. The Contractor will supply a minimum of a 5 yard dumpster to be emptied when filled and removed at the end of the project. Paved areas over which hauling operations are conducted should be kept clean during and after completion of the work. 3.9 ACCEPTANCE A. Acceptance of material and the progress of Work must be given by the town of South Windsor or their representative as set forth in Parts 2 and 3 of this specification section. final acceptance of the Work will be based upon uniform grass coverage on the field from germinating plants and no settling occurring within the first two months after the date of seeding which would result in an uneven surface. END OF SECTION 02910 ADDITIONS AND RENOVATIONS TO S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SOFTBALL AND SOCCER FIELD CONSTRUCTION SOUTH WINDSOR,CT 02910-6 INTEROFFICE MEMORANDUM TO: MICHELE LIPE, ASSISANT PLANNING DIRECTOR FROM: KARL REICHLE, SUPERINTENDENT OF PARKS AND GROUNDS RE: LIBRARY LANDSCAPING TODAY I WALKED AROUND THE LIBRARY TO INSPECT THE LANDSCAPING. I WAS HAPPY TO SEE MOST OF IT HAS SURVIVED RATHER WELL. THERE ARE ONLY A FEW ITEMS THAT NEED TO BE ADRESSED: • THERE ARE TWO MAPLES AND A PURPLE LEAF PLUM TREE THAT WERE ON THE EXISTING SITE AND WERE MOVED WITH A TREE SPADE. IT IS VERY DOUBTHFUL THAT THEY WILL SURVIVE. • THE LAWN AREA IN FRONT OF THE MAIN ENTRANCE IS VERY SPARCE AND SHOULD BE OVERSEEDED THIS FALL TO ASSURE A GOOD STAND OF TURF. THANK YOU FOR ALL OF YOUR HELP WITH THIS PROJECT. KARL CC MICHAEL GANTICK GREG FORAN SPEAKERS SIGN IN NAME & ADDRESS PLEASE PRINT I (Thank you) Iiv ,. f�l e 'pa r c 3 . �i�GoG1� Lea f C, L 4 . xp/ C 5 . 6 . a t cn 7 7 . 8 . S 9 . 10 . V D9-4e� w . 1 1 . CRAN.q s w 12 . -freoheu 1121,1LAL 29 Leqb)l 21V� 13 . by�tv 1 4 . LCO'S 15i Pa a A 1 5 . J �h� �� �l Cv p 1 6 . 04 17 . 18 . Ze 3-8- (Lal f L 19 . 20 . 21 . 22 . 23 . 24 . Timothy Edwards Middle School O&G Project No 220 220-301 A 7)n nc. Construction Manager: 020800 50 O&G Industries Inc.Asbestos Abatement S , NJ 07606 112 Wall Street, P.O. Box 907Ph ( ) -0777 Torrington, CT 06790 Fax: (201)754-1908 Phone: (860) 489-9261 Fax: (860) 496-4227 220-302 Richards Corporation Project Manager: Rob Pinckney 022000 64 North Harwinton Avenue Sitework Terryville, CT 06786 Jobsite Phone: (860) 644-2502 Phone: (860)583-9229 Jobsite Fax: (860) 644-2675 Fax: (860)582-5202 220-303 G. Donovan Associates, Inc. Architect: 068100 P.O. Box 857 The S/UA/M Collarborative Portable Classroom Baltic, CT 06330 80 Glastonbury Boulevard Relocation Phone: (860) 892-1004 Glastonbury CT, 06033-4415 Fax: (860)892-4790 Phone: (860) 657-8077 Fax: (860) 657-3141 220-304 R.N. LaRosa Corp. Project Manager:.Fete Sobin 069100 309 South Broad Street Voe-AIA-Z General Trades Meriden, CT 06450 Phone: (203)235-1770 Asbestos Monitoring: Fax: (203)630-1998 Brooks Laboratories 9 Isaac Street Norwalk, CT 06850 220-305 G. Donovan Associates, Inc. Phone: (203) 853-9792 039900 P.O. Box 857 Fax: (203) 853-0273 Portable Classroom Baltic, CT 06330 Concrete Phone: (860) 892-1004 Contact: Mark Granville Fax: (860) 892-4790 220-306 J&B Plumbing Co., Inc. Owner: 151100 89 Church Street South Windsor Public Schools Mechanical East Hartford, CT 06108 1737 Main Street Phone: (860) 289-2679 South Windsor, CT 06074 Fax: (860)289-3254 Phone: (860) 291-1220 Fax: (860) 291-1291 220-307 R.C.I. Electrical Contractors, Inc. Facilities Director: Pat Hankard 161100 152 Rockwell Road, C-11 Electrical Newington, CT 06111 Phone: (860) 667-0459 Fax: (860)667-1735 0510 25 50 100 Alternate No. L-1 LIMIT",0F GRADING & RESEEDING 13t5ayo \1 �t oil Demoan ut Plan . ..... \ (D X 341.9 (z) 2'VO OR,",HARD TREES TO REMOW TO LIMITS OF GRADING/SEE i I(G I 2 f i CWCHARD ALTERNATE LIMIT OF. TO 1?EUA,11V PAVEMENTS GRADING & RESEEDING r 1 X \\ \\ z. X\ Sou X310.1 Ww Sofbd ReW l I \ sD 40 (60' BASELINES WITH SKINNR PATHS) W-0" 4A (3) I / J ' - Z (3) S X33Gg 0 . e TOP X33 X335.27 Cr) X333.40 X332.68 X 335.8 X332.90 X332.56 X334 X 339.4 Alternate No. L-1 LIMIT`OF GRADING & RESEEDING ff aReseedi_V Plan - - �% :. ' __J __ �� i . \ f - �� • • , e tera e • kk ■ • •0 ♦ • '-- rl �, � `,1 •.•• •• ••� • ��•� •Dean■ , !1 /� \ � \ • f • �' ♦ • • • \ r O ',', \\ ■ , • • •••• �I/e_ / • •• ■ • sari • J '. �� � � ���' i• •• • ••• • • • Dan • • •••• • • �`� �� \"��� ,• tlil too \\.� \ O � r-� , , � • I � ` /� y - .fit�, ♦ • er Tank I 11 • I. 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CAP fAL qr O 'f4• � 1 t o { DNS K ` t t 2.0. 111.62 �7' • , x � •;•o i 1� 1 � � •9 �.?_ Win!_ =�._---*-- 1� / , r "A v Memorandum To: Jeffrey Doolittle,Town Engineer CC: Director of Public Works From: Jeff Folger,Environmental Planner Date: 03/22/02 Re: Timothy Edwards Middle School In November of 2000,in response to concerns from a zoning Commission member,Karl Reichle (Superintendent of Parks and Grounds)and I inspected the eastern portion of the athletic fields at the Timothy Edwards Middle School. This area was the location of several stockpiles of soil and during the construction of the addition to the school. We found evidence that construction debris were buried in this area. Pieces of metal strapping,metal armored electric cable,asphalt,and wooden debris were present half buried in the ground;protruding so as to cause concern with the safety of people utilizing the field. Karl notified Pat Hankard(Director of Facility Services)of the presence of the debris,and the need to remove it. Additional concerns were voiced recently that debris were still present in the area. A follow up inspection by Karl and me revealed asphalt still present. A piece of plastic was found partially buried as well. It appears that the metal debris present in the fall had been removed. Additionally, siltfencing is still present along the perimeter of the disturbed areas throughout the site. Also some additional construction debris(metal pipe,wood)are present along the southern edge of the large detention basin. A follow-up inspection of the site(March 2002)was done to determine the presence and depth of the material present in the area north of the tennis courts. It appears that the metal strapping and conduit was removed,however large pieces of asphalt were still present at the surface. A soil auger and spade was used to try to dig past the fill material. Due to the rocky composition of the fill material I was only able to dig down a few inches,so the inspection was inconclusive. Recommendations: Since the area is fairly localized(approximately 50 feet in diameter)I would recommend three or four shallow test holes be dug to determine the type and depth of the debris present. If the debris consist of inert fill material(concrete,stone)I would recommend covering the area with 4 inches of topsoil and seeding with an appropriate grass cover. Silt fence should be pulled up and disposed of. The additional debris should also be removed from the site. The soil stockpile present onsite that contains elevated levels of arsenic should be removed from the site and disposed of in an appropriate manner. 1 MEMORANDUM To: Hap Fitts, Chairperson PBC From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 2/27/03 Re: Timothy Edwards Middle School C.O. We have reviewed the status of work to be completed at Timothy Edwards Middle School that was listed in my previous memos to you, dated March 21, 2002. We did receive a mylar of the as-built plans and the contaminated soil was removed. However, the following items still need to be completed before we can sign off on a permanent C.O. The grates on the detention basin outlet structures need to be bolted down. The as-built drawings did not include any information on the irrigation system. We need 14 to receive a site plan showing the location of the underground irrigation system. The operation and maintenance manuals for the irrigation system need to be forwarded to us. J� There may still be construction debris buried in an area north of the tennis courts. We phi were not notified that this was removed and restored properly. Please have your contractor contact us and we can set up a time to meet on site to investigate this area and agree on what material needs to be removed and the area to be restored. The area, t ` depth and type of construction debris must be determined and unsuitable material a removed. Additional suitable fill and topsoil may need to be spread, raked and seeded in this area. See the attached memo from Jeff Folger. Please call me at(644-2511 x 245)to let me know when the contractor will be on-site to complete this work, and if you have any questions. CC: Matthew B. Galligan, Town Manager; Michael Gantick, Director of Public Works; Barry Guliano,Town Attorney; Marcia A. Banach, Director of Planning; John Collins, Chief Building Inspector; Bob Deptula, Sanatarian 1Z1�y ��3 ��,��`f, £ �� Irk kis �� k "I_G4 l,"," '(OW ^ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ��Osoe.coN�v TELEPHONE (860) 644-2511 October 6, 2003 Mr. Jeffrey B. Doolittle, P.E.,Town Engineer Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Dear Jeff: The PBC has been working to conclude the last items of concern for the Town for the Timothy Edwards Middle School Project. Pat Hankard reports that most items have been resolved, but we have been waiting for as-built information on the irrigation system. Included in this mailing is a "best guess" as-built drawing for the irrigation system at the school. Also included is a letter from Richards Corporation with comments regarding the current status of the installation. With the successful replacement of the fresh air louvers above the windows in the building, the PBC is preparing to close out this project . If there are any last items you feel need attention, please let me know. Thanks for your patience on this last item. Very truly yours, I P Howard E. Fitts, Chairman Public Building Commission RECEIVED OCT 0 8 2003 SOUTH WINDSOR ENGINEERING DEPT. Y RICHARDS CORPORATION s _ - GENERAL CONTRACTOR 64 Nord►Herwinton Avenue Terryville, CT.06786 tole 860.503.9229 facsimile 880.682.5202 Emeff a crJdov1eQdduvdswm.com Webske-www.rkhardscorp.com August 26, 2003 Bruce Walpole Manager - School Projects O&G Industries PO Box 907 112 Wall Street Torrington,CT.06790 Pro4ect - Timothy Edwards Middle School South Windsor, CT. Re - Irrigation As-Built Dear Sir'. Please find attached,(1) copy of Richards Corporation's "best guess"as-built pertaining to the irrigation line at the above mentioned project. For your information,I personally went to the site and located what I could as for as irrigation heads are concerned. I did notice several areas of damaged or lost heads, it seems always next to the sidewalks. It would appear that either the snow-blowers or mowers have sheared these heads off. As you will notice,all the heads that I located are checked off in red pen. Almost all of these heads are located next to the building and out of harms way. in speaking with one of the men that installed the system, it was designed and installed almost exactly to plan, Should you wish to discuss this matter further,please call me at your convenience. Regards, RICHARDS CORPORATION chard Doyle,Jr. President -0 I :71-s-f r,Jam, - sue— s.d%1 •� Cc�a e•��e� ��/ss e.a�s �cv.^st°el coy lo'd e--t 4t1Ae, IA" 'is cAJ—� nv1 - - - NOTE: SEE SITE UTILITIES PLANS FO K iiv� 6'-0 3 8" SEE DETAIL 'A' Co F A in 0 M — — 4 Typ. Ea. Grate PLAN on trash rack VIEW Type "A" crate OUTLET #2 EW PRECAST TYPE "C—L' DOUE #1 GRATE TOP PRECAST PE 'C—L' DOUBLE "103/ts• GRATE TOP ,O3rs" 103/+s' 57 2'-7 1/4" 1'-10s/16" ° 297.2 / ° / o o ° I N _ 3'—�4 3/4" CLASS 'A' CONCRETE POURE 'N ri 36" WIDE IN PLACE OR PRECAST UNIT 3/4" N RECTANGULAR WEIR � 45 a "A 306.0 • Grot� 6" Dia. PVC 15" RCP opening o fiats .A"�� 303.5 CLASS 'A' CONCRETE POURED concrete 303.5 IN PLACE OR PRECAST UNIT. I finish Grade 92.0 `o o I c cV 24" RCP iv Class "A" 3/8"-16 Bolt & Washer co ! onerete 290.6 3/8"-16 Lead Anchor & Bolt Type "A" Grate I 4 Ea. Grate 2'-57/10 1'-0 81t 4'-83/s" I 6-03/e �''�" P83/6" class "A"---�� °' ► SECTION 'A' Concrete �.�; SEE DETAIL 'A' b—U S/ SEE DETAIL 00 A I- - - A A� -JJ ....... I A\ A ....... M M 4 Typ. Ea. Grate on trash rock PLAN VIEW V,3481 Type "A" Grate on i OUTLET #1 Type "A" Grote PRECAST TYPE "C—L" DOUBLE GRATE TOP 5. 103AC „ "103he' 2'-7 1 4" 1 —$3/B 1,-8 3/8 / 1'-103AG- 5• 2'-7 1/4" 1'-1( 0 0J. R '\ I N rzz I 45' C�7 ype •A" 45 cwt/ 24" Dia. opening ype "A � as: •A" CLASS 'A' CONCRETE POURED crate Concrete IN PLACE OR PRECAST UNIT. o ass "A"_ Finish Grade 292.0 concrete finish Grade "I 24" RCP to N Class "A" oncnte c 290.E 3/8"-16 Lead 3/8"-16 Bolt & Washer N Anchor & Bolt io 4 Ea. Grate Type "A" Grate 2'-57/+e" 1'-0" $„ 41-83/s„ 2'-57/+e" 1 6'-03A Class "A" Concrete A �' SECTION 'A' 3/8" —16 Nut & Washer DETENTION BASIN " 1" , 2" " "OUTLET x 3 , z x2 , 2 L # / / / NOT TO SCALE DETENTIO DETAIL A NOT TO SCALE tpwN SC4 a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 S coN� TELEPHONE (860) 644-2511 March 28, 2003 Jeffrey B. Doolittle, P.E., Town Engineer Town Hall RECEIVED 1540 Sullivan Avenue South Windsor, CT 06074 MAR 3 2003 SOUTH WINDSOR Dear Jeff; ENGINEERING DEPT. Your memorandum of 2/27/03 regarding the Timothy Edwards Middle School came as quite a surprise. We had thought that the items you raised had long ago been resolved. To be certain, our construction manager, Pat Hankard from the school system, and some contractors were contacted and have made a physical review of the property to be sure our recollections are correct. The grates on the detention basin outlet structures are wired down, and have been for some time. If there are instructions for bolting them, please share those with me so we can comply. The operation and maintenance manuals for the irrigation system were provided to Karl Reichle last year, and I think he has a diagram of the system. We understood that that was his area of responsibility and we complied with his requests. Construction debris was removed as part of the landscaping effort that completed the field at the rear of the building and removed the offending dirt pile. Beyond where it used to be north of the tennis courts, if you can be specific about where you feel buried debris remains, we will investigate and initiate appropriate action. Last week's site review found only surface debris that appeared to be yard trash likely dropped by a passing citizen using the area as a dumping ground. Except for water leakage problems with the louvers at the top of each window in the building, activity on this project is just about ended, and the project money has run nearly to the end. Please let me know if we need to further pursue the topics discussed above. Sincerely yours, 09f Howard E. Fitts, Chairman Public Building Commission Cc: Town Manager Galligan Patrick Hankard, BOE Mark Carroll, O&G Memorandum To: Jeffrey Doolittle,Town Engineer CC: Director of Public Works From: Jeff Folger,Environmental Planner Date: 03/22/02 Re: Timothy Edwards Middle School In November of 2000,in response to concerns from a zoning Commission member,Karl Reichle (Superintendent of Parks and Grounds)and I inspected the eastern portion of the athletic fields at the Timothy Edwards Middle School. This area was the location of several stockpiles of soil and during the construction of the addition to the school. We found evidence that construction debris were buried in this area. Pieces of metal strapping,metal armored electric cable,asphalt,and wooden debris were present half buried in the ground;protruding so as to cause concern with the safety of people utilizing the field. Karl notified Pat Hankard(Director of Facility Services)of the presence of the debris,and the need to remove it. Additional concerns were voiced recently that debris were still present iri the area. A follow up inspection by Karl and me revealed asphalt still present. A piece of plastic was found partially buried as well. It appears that the metal debris present in the fall had been removed. Additionally, siltfencing is still present along the perimeter of the disturbed areas throughout the site. Also some additional construction debris(metal pipe,wood)are present along the southern edge of the large detention basin. A follow-up inspection of the site(March 2002)was done to determine the presence and depth of the material present in the area north of the tennis courts. It appears that the metal strapping and conduit was removed,however large pieces of asphalt were still present at the surface. A soil auger and spade was used to try to dig past the fill material. Due to the rocky composition of the fill material I was only able to dig down a few inches,so the inspection was inconclusive. Recommendations: Since the area is fairly localized(approximately 50 feet in diameter)I would recommend three or four shallow test holes be dug to determine the type and depth of the debris present. If the debris consist of inert fill material(concrete,stone)I would recommend covering the area with 4 inches of topsoil and seeding with an appropriate grass cover. Silt fence should be pulled up and disposed of. The additional debris should also be removed from the site. The soil stockpile present onsite that contains elevated levels of arsenic should be removed from the site and disposed of in an appropriate manner. 1 MEMORANDUM To: Hap Fitts, Chairperson PBC From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 3/21/02 Re: Timothy Edwards Middle School C.O. We have reviewed the status of work to be completed at Timothy Edwards Middle School that was listed in memos to Ken Fitzgerald from Mike Gantick, dated September 6 and September 10, 2001. The following items still need to be completed before we can sign off on a permanent C.O. 1. The grates on the detention basin outlet structures need to be bolted down. 2. We need to receive a mylar set of as-built drawings for the Town's records. These need 5 to include the underground irrigation system. Ord�r —3. The operation and maintenance manuals should be forwarded to us. 4. There is still construction debris buried in an area north of the tennis courts. The area, depth and type of construction debris must be determined and unsuitable material removed. Additional suitable fill and topsoil must be spread, raked and seeded in this area. See the attached memo from Jeff Folger. There is a stockpile of contaminated soil onsite that we recommend be removed and disposed in an appropriate manner. Please call me at(644-2511 x 245)to let me know when the contractor will be on-site to complete this worts, and if you have any questions. CC: Matthew B. Galligan, Town Manager; Michael Gantick, Director of Public Works; Barry Guliano, Town Attorney; Marcia A. Banach, Director of Planning; John Collins, Chief Building Inspector; Bob Deptula, Sanatarian MEMORANDUM To: Ken Fitzgerald, Chairman Public Building Commission Date: September 6, 2001 Re: Timothy Edwards Middle School Outstanding Items We have reviewed the subject site and as-builts and have determined the following items requiring attention: The surveyor should check the invert elevations for the storm drain at catch basins 11, 12 & 13. It appears that the invert(s) are incorrect and/on missing at basin #13. The inverts at catch basin #17 and the outfall are either incorrect or the pipe has been set flat. • The grates on the detention basin outlet structures were never bolted down. (J° • Jeff Folger mentioned that there is construction debris buried in an area north of the tennis courts which must be removed. Pile of contaminated soil to be removed or contained/landscaped. - '�d0 ,,1 &r- I#l`-I s is Michael J. Gantick, P.E., Director of Public Works MJG/cm cc: Matthew B. Galligan, Town Manager Marcia A. Banach, Director of Planning .John Collins, Chief Building Official Karl Reichle, Supt. of Parks &Grounds MEMORANDUM To: Ken Fitzgerald, Chairman Public Building Commission Date: September 10, 2001 Re: Timothy Edwards Middle School Outstanding Items An item left off my September 6, 2001 memo to you is that as-built information is needed for the underground irrigation system. Additionally, we would ask that the operation and maintenance manuals be forwarded to us. Thank you for your attention to these matters. Michael J. Gantick, P.E., Director of Public Works MJG/cm cc: Matthew B. Galligan, Town Manager Marcia A. Banach, Director of Planning John Collins, Chief Building Official Karl Reichle, Supt. of Parks &Grounds FAX COVER SHEET TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074-2786 Tele hone # 860 644-2511 FAX # 860 644-7280 DATE AN /©, �4/ PLEASE DELIVER 7OLLOWING PAGES TO: NAMET COMPANY �J. S� OdLS FAX # 2 � 1� 1 zz¢ FROM: NAME TITLEGa9� MESSAGE: AL-aopy C.,t}E&9Z,157- 1010i eV4GA "Y- -r, 6; - ShbWx) o&) 77&":' CH EST• a A6V/S&--V `k 19yic7- n - If you did not receive all 2. pages (including the cover), or if you have any questions, please call 644-2511 as soon as possible. ' DESIGN PROFESSIONALS Inc. 165 South Satellite Road South Windsor, Connecticut 06074 Hydrologic Study ' TIMOTHY EDWARDS MIDDLE SCHOOL Foster Street South Windsor, Connecticut 1 INTRODUCTION The proposed development of Timothy Edwards Middle School consists of an addition to the existing school, parking and recreational field improvements . The property is located on Arnold Way between Foster ' and Avery Streets. The existing and proposed peak rates of runoff for drainage areas 1 & 4 have been calculated using a SCS runoff hydrologic method and are included in this hydrologic analysis. Area 1: Existing Area 1 as depicted on the drainage area maps is 19.74 acres in size and is located on the western side of the site. Area 1 abuts Foster Street and includes Orchard Hill Elementary School. Presently the area drains to an existing 24" rcp culvert, located south of the existing Timothy Edwards Middle School, that conveys ' the storm water into the Clinton Drive drainage system. Proposed Area 1 as depicted on the drainage area maps is 24.4 acres in size and combines existing Area 1 with proposed development of the Timothy Edwards Middle School. The area as proposed is to drain to proposed Detention Basin No. 1. The proposed Detention Basin has been sized to provide a zero increase in the peak rates of runoff for storms with return frequencies equal to 2, 10, 25, 50 and 100 years. The storm water is then conveyed to the existing 24" rcp pipe as described previously. ' Area 3: Existing Area 3 as depicted on the drainage area maps is 5.42 acres in size and is located in the north central portion of the site. Presently the area drains into the existing Arnold Way drainage system. Proposed Area 3 as depicted on the drainage area maps is 1.99 acres in size. The area as proposed is to continue to drain into the existing Arnold Way drainage system. Area 4: Existing Area 4 as depicted on the drainage area maps is 3.04 acres in size and is located in the northeast corner of the site just west of Arnold Way. The existing drainage area is mostly comprised of an existing grassed sports field with some woods along the property lines. The area drains to the most northeasterly point of the site where the storm water is introduced into an existing triple grate catch basin system with a 15" cmp outlet. Proposed Area 4 as depicted on the drainage area maps is 3.85 acres in size and is comprised of existing Area 4 and proposed development of the Timothy Edwards Middle School. The area is proposed to drain to proposed Detention Basin No. 2. The proposed Detention Basin has been sized to provide a zero increase in the peak rates of runoff for storms with return frequencies equal to 2, 10, 25, 50 and 100 years. The storm water is then conveyed to the existing 15" cmp. Area 5: Existing Area 5 as depicted on the drainage area maps is 3.67 acres in size and is located in the east central portion of the site. Presently the area drains into the existing Highridge Road drainage system. Proposed Area 5 as depicted on the drainage area maps is 2.87 acres in size. The area as proposed is to ' The following pages•contain the calculations involved in the storm water drainage system design. The Y g determinations of the peak rates of storm water runoff adheres to the methods suggested in the Connecticut Soil ' Erosion and Sediment Control Guidelines. e 1 N Proposed i Detention Basins No. 1 & No. 2 Analysis lHydrograph Summary Report page , ' Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (cuft 1 SCS Runoff 9.6 1 735 1.11 2 ---- ------ ------ Existing Area 2 SCS Runoff 13.0 1 735 1.47 2 ---- ------ ------ Proposed Area 3 Reservoir 9.3 1 748 1.46 2 2 293.08 6753 Basin No. 1 4 SCS Runoff 0.9 1 727, 0.11 2 ---- ------ ------ Existing Area 5 SCS Runoff 5.2 1 725 0.38 2 ---- ------ ------ Proposed Area 6 Reservoir 0.9 1 756 0.38 2 5 304.66 5499 Basin No.2 jHydrograph Summary Report Page 1 ' Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs (ft) (cult) 1 SCS Runoff 25.4 1 734 2.59 10 "-- ------ ------ Existing Area 2 SCS Runoff 33.1 1 733 3.34 10 ---- ------ ------ Proposed Area 3 Reservoir 17.1 1 752 3.34 10 2 294.83 26678 Basin No.1 4 SCS Runoff 3.7 1 725, 0.29 10 ---- ------ ------ Existing Area ' 5 SCS Runoff 10.7 1 725 0.76 10 ---- ------ ------ Proposed Area 6 Reservoir 1.3 1 767 0.75 10 5 305.79 13023 Basin No.2 lHydrograph Summary Report Page 1 ' Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (tuft) 1 SCS Runoff 35.2 1 733 3.50 25 ---- ------ ------ Existing Area 2 SCS Runoff 45.4 1 733 4.49 25 ---- ------ ------ Proposed Area 3 Reservoir 20.7 1 753 4.49 25 2 295.71 41637 Basin No. 1 4 SCS Runoff 5.5 1 725, 0.42 25 ---- ------ ------ Existing Area• 5 SCS Runoff 13.8 1 725 0.98 25 ---- ------ ------ Proposed Area 6 Reservoir 2.5 1 753 0.97 25 5 306.23 16792 Basin No.2 lHydrograph Summary Report Page 1 ' Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (tuft) 1 SCS Runoff 44.2 1 733 4.35 50 ---- ------ ------ Existing Area 2 SCS Runoff 56.7 1 733 5.56 50 --- ------ ------ Proposed Area 3 Reservoir 23.4 1 755 5.55 50 2 296.43 56728 Basin No. 1 4 SCS Runoff 7.3 1 725, 0.54 50 ---- ------ ------ Existing Area 5 SCS Runoff 16.6 1 725 1.17 50 ---- ------ ------ Proposed Area 6 Reservoir 4.2 1 748 1.17 50 5 306.45 19158 Basin No.2 ' Hydrograph Summary Report Page 1 ' Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (tuft) 1 SCS Runoff 53.5 1 733 5.23 100 --- ------ ------ Existing Area 2 SCS Runoff 68.4 1 733 6.67 100 ---- ------ ------ Proposed Area 3 Reservoir 25.7 1 756 6.66 100 2 297.16 73600 Basin No. 1 4 SCS Runoff 9.1 1 725 0.66 100 ---- ----- ------ Existing Area ' 5 SCS Runoff 19.4 1 725 1.38 100 --- ------ ------ Proposed Area 6 Reservoir 6.0 1 744 1.37 100 5 306.65 21264 Basin No.2 Hydrograph Report ' Page 1 Hyd. No. 1 ' Existing Area 1 ' Hydrograph type = SCS Runoff Peak discharge = 9.62 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 19.74 ac Curve number = 67 ' Basin Slope = 0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 18.3 min Total precip. = 3.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Total Volume=48,445 cult, 1.112 acft Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow ' (hrs cfs) (hrs cfs) (hrs. cfs) (hrs cfs) 11,75 0,12 12.32 9,37 12.88 2,49 13.45 1,72 11.77 0.17 12.33 9.22 12.90 2.45 13.47 1.72 11.78 0.22 12.35 9.03 12.92 2.41 13.48 1.71 11.80 0.28 12.37 8.81 12.93 2.37 13.50 1.70 11.82 0.35 12.38 8.56 12.95 2.34 13.52 1.69 11.83 0.43 12.40 8.28 12.97 2.31 13.53 1.68 11.85 0.53 12.42 7.98 12.98 2.28 13.55 1.68 11.87 0.63 12.43 7.66 13.00 2.24 13.57 1.67 ' 11.88 0.76 12.45 7.33 13.02 2.21 13.58 1.66 11.90 0.89 12.47 7.00 13.03 2.18 13.60 1.65 11.92 1.05 12.48 6.69 13.05 2.15 13.62 1.65 11.93 1.22 12,50 6.39 13.07 2.12 13,63 1.64 ' 11.95 1.44 12.52 6.10 13.08 2.09 13.65 1.63 11.97 1.69 12.53 5.83 13.10 2.06 13.67 1.62 11.98 2.00 12.55 5.58 13.12 2.03 13.68 1.61 12.00 2.39 12.57 5.32 13.13 2.00 13.70 1.61 12.02 2.85 12.58 5.08 13.15 1.98 13.72 1.60 12.03 3.37 12.60 4.83 13.17 1.95 13.73 1.59 12.05 3.96 12.62 4.60 13.18 1.93 13.75 1.58 ' 12.07 4.59 12.63 4.36 13.20 1.91 13.77 1.57 12.08 5.26 12.65 4.14 13.22 1.89 13.78 1.56 12.10 5.94 12.67 3.94 13.23 1.87 13.80 1.56 12.12 6.61 12.68 3.74 13.25 1.85 13.82 1.55 12.13 7.26 12.70 3.57 13.27 1.84 13.83 1.54 12.15 7.87 12.72 3.41 13.28 1.82 111 RS 1 1;11 Existing Area 1 Page 2 ' Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) ' 14.02 1.44 14.85 1.18 15.68 0.94 16.52 0.73 14.03 1.43 14.87 1.17 15.70 0.93 16.53 0.73 14.05 1.42 14.88, 1.17 15.72 0.93 16.55 0.73 ' 14.07 1.42 14.90 1.16 15.73 0.92 16.57 0.73 14.08 1.41 14.92 1.16 15.75 0.92 16.58 0.72 14.10 1.40 14.93 1.15 15.77 0.91 16.60 0.72 14.12 1.39 14.95 1.15 15.78 0.91 16.62 0.72 14.13 1.38 14.97 1.14 15.80 0.90 16.63 0.72 14.15 1.37 14.98 1.14 15.82 0.90 16.65 0.72 14.17 1.37 15.00 1.13 15.83 0.89 16.67 0.71 ' 14.18 1.36 15.02 1.13 15.85 0.89 16.68 0.71 14.20 1.35 15.03 1.13 15.87 0.88 16.70 0.71 14.22 1.35 15.05 1.12 15.88 0.88 16.72 0.71 14.23 1.34 15.07 1.12 15.90 0.87 16.73 0.70 14.25 1.33 15.08 1.11 15.92 0.87 16.75 0.70 14.27 1.33 15.10 1.11 15.93 0.86 16.77 0.70 14.28 1.32 15.12 1.10 15.95 0.86 16.78 0.70 14.30 1.32 15.13 1.10 15.97 0.85 16.80 0.70 14.32 1.31 15.15 1.09 15.98 0.84 16.82 0.69 14.33 1.31 15.17 1.09 16.00 0.84 16.83 0.69 14.35 1.30 15.18 1.08 16.02 0.83 16.85 0.69 ' 14.37 1.30 15.20 1.08 16.03 0.83 16.87 0.69 14.38 1.29 15.22 1.07 16.05 0.82 16.88 0.68 14.40 1.29 15.23 1.07 16.07 0.82 16.90 0.68 14.42 1.29 15.25 1.06 16.08 0.81 16.92 0.68 ' 14.43 1.28 15.27 1.06 16.10 0.81 16.93 0.68 14.45 1.28 15.28 1.06 16.12 0.80 16.95 0.68 14.47 1.27 15.30 1.05 16.13 0.80 16.97 0.67 14.48 1.27 15.32 1.05 16.15 0.80 16.98 0.67 ' 14.50 1.26 15.33 1.04 16.17 0.79 17.00 0.67 14.52 1.26 15.35 1.04 16.18 0.79 17.02 0.67 14.53 1.26 15.37 1.03 16.20 0.78 17.03 0.66 14.55 1.25 15.38 1.03 16.22 0.78 17.05 0.66 14.57 1.25 15.40 1.02 16.23 0.78 17.07 0.66 14.58 1.24 15.42 1.02 16.25 0.77 17.08 0.66 14.60 1.24 15.43 1.01 16.27 0.77 17.10 0.65 ' 14.62 1.24 15.45 1.01 16.28 0.77 17.12 0.65 14.63 1.23 15.47 1.00 16.30 0.76 17.13 0.65 14.65 1.23 15.48 1.00 16.32 0.76 17.15 0.65 ' 14.67 1.22 15.50 0.99 16.33 0.76 17.17 0.65 14.68 1.22 15.52 0.99 16.35 0.76 17.18 0.64 14.7n 191 1 r, SQ n OR 4 c 13-7 n �� I--- _ _ . Existing Area 1 Page 3 ' Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) 17.35 0.62 18.18 0.50 19.02 0.46 19.85 0.43 17.37 0.62 18.20 0.50 19.03 0.46 19.87 0.43 17.38 0.62 18.22, 0.50 19.05 0.46 19.88 0.43 ' 17.40 0.61 18.23 0.50 19.07 0.46 19.90 0.43 17.42 0.61 18.25 0.50 19.08 0.46 19.92 0.43 17.43 0.61 18.27 0.50 19.10 0.46 19.93 0.43 17.45 0.61 18.28 0.49 19.12 0.46 19.95 0.42 ' 17.47 0.60 18.30 0.49 19.13 0.46 19.97 0.42 17.48 0.60 18.32 0.49 19.15 0.46 19.98 0.42 17.50 0.60 18.33 0.49 19.17 0.46 20.00 0.42 ' 17.52 0.60 18.35 0.49 19.18 0.46 20.02 0.42 17.53 0.59 18.37 0.49 19.20 0.46 20.03 0.42 17.55 0.59 18.38 0.49 19.22 0.46 20.05 0.42 17.57 0.59 18.40 0.49 19.23 0.45 20.07 0.42 ' 17.58 0.59 18.42 0.49 19.25 0.45 20.08 0.42 17.60 0.58 18.43 0.49 19.27 0.45 20.10 0.42 17.62 0.58 18.45 0.49 19.28 0.45 20.12 0.42 ' 17.63 0.58 18.47 0.49 19.30 0.45 20.13 0.42 17.65 0.58 18.48 0.49 19.32 0.45 20.15 0.42 17.67 0.58 18.50 0.48 19.33 0.45 20.17 0.42 17.68 0.57 18.52 0.48 19.35 0.45 20.18 0.41 ' 17.70 0.57 18.53 0.48 19.37 0.45 20.20 0.41 17.72 0.57 18.55 0.48 19.38 0.45 20.22 0.41 17.73 0.57 18.57 0.48 19.40 0.45 20.23 0.41 17.75 0.56 18.58 0.48 19.42 0.45 20.25 0.41 ' 17.77 0.56 18.60 0.48 19.43 0.45 20.27 0.41 17.78 0.56 18.62 0.48 19.45 0.45 20.28 0.41 17.80 0.56 18.63 0.48 19.47 0.45 20.30 0.41 17.82 0.55 18.65 0.48 19.48 0.44 20.32 0.41 17.83 0.55 18.67 0.48 19.50 0.44 20.33 0.41 17.85 0.55 18.68 0.48 19.52 0.44 20.35 0.41 17.87 0.55 18.70 0.48 19.53 0.44 20.37 0.41 ' 17.88 0.54 18.72 0.48 19.55 0.44 20.38 0.41 17.90 0.54 18.73 0.48 19.57 0.44 20.40 0.41 17.92 0.54 18.75 0.47 19.58 0.44 20.42 0.40 17.93 0.54 18.77 0.47 19.60 0.44 20.43 0.40 17.95 0.53 18.78 0.47 19.62 0.44 20.45 0.40 17.97 0.53 18.80 0.47 19.63 0.44 20.47 0.40 17.98 0.53 18.82 0.47 19.65 0.44 20.48 0.40 18.00 0.53 18.83 0.47 19.67 0.44 20.50 0.40 ' 18.02 0.52 18.85 0.47 19.68 0.44 20.52 0.40 Existing Area 1 Page 4 ' Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) ' 20.68 0.39 21.52 0.36 22.35 0.39 23.18 0.32 20.70 0.39. 21.53 0.36 22.37 0.38 23.20 0.32 20.72 0.39 21.55. 0.35 22.38 0.38 23.22 0.32 ' 20.73 0.39 21.57 0.35 22.40 0.37 23.23 0.31 20.75 0.39 21.58 0.35 22.42 0.36 23.25 0.31 20.77 0.39 21.60 0.35 22.43 0.36 23.27 0.31 20.78 0.39 21.62 0.35 22.45 0.35 23.28 0.31 ' 20.80 0.39 21.63 0.35 22.47 0.35 23.30 0.31 20.82 0.39 21.65 0.35 22.48 0.34 23.32 0.31 20.83 0.39 21.67 0.35 22.50 0.34 23.33 0.31 20.85 0.39 21.68 0.35 22.52 0.34 23.35 0.31 20.87 0.39 21.70 0.35 22.53 0.34 23.37 0.31 20.88 0.38 21.72 0.35 22.55 0.34 23.38 0.31 20.90 0.38 21.73 0.35 22.57 0.34 23.40 0.31 ' 20.92 0.38 21.75 0.35 22.58 0.34 23.42 0.31 20.93 0.38 21.77 0.35 22.60 0.34 23.43 0.31 20.95 0.38 21.78 0.34 22.62 0.34 23.45 0.31 20.97 0.38 21.80 0.34 22.63 0.34 23.47 0.31 ' 20.98 0.38 21.82 0.34 22.65 0.33 23.48 0.31 21.00 0.38 21.83 0.34 22.67 0.33 23.50 0.31 21.02 0.38 21.85 0.34 22.68 0.33 23.52 0.30 21.03 0.38 21.87 0.34 22.70 0.33 23.53 0.30 21.05 0.38 21.88 0.34 22.72 0.33 23.55 0.30 21.07 0.38 21.90 0.34 22.73 0.33 23.57 0.30 21.08 0.38 21.92 0.34 22.75 0.33 23.58 0.30 21.10 0.37 21.93 0.34 22.77 0.33 23.60 0.30 21.12 0.37 21.95 0.34 22.78 0.33 23.62 0.30 21.13 0.37 21.97 0.34 22.80 0.33 23.63 0.30 21.15 0.37 21.98 0.34 22.82 0.33 23.65 0.30 ' 21.17 0.37 22.00 0.33 22.83 0.33 23.67 0.30 21.18 0.37 22.02 0.34 22.85 0.33 23.68 0.30 21.20 0.37 22.03 0.35 22.87 0.33 23.70 0.30 ' 21.22 0.37 22.05 0.36 22.88 0.33 23.72 0.30 21.23 0.37 22.07 0.37 22.90 0.33 23.73 0.30 21.25 0.37 22.08 0.38 22.92 0.33 23.75 0.30 21.27 0.37 22.10 0.39 22.93 0.32 23.77 0.30 21.28 0.37 22.12 0.40 22.95 0.32 23.78 0.30 21.30 0.37 22.13 0.41 22.97 0.32 23.80 0.30 21.32 0.37 22.15 0.42 22.98 0.32 23.82 0.29 ' 21.33 0.36 22.17 0.43 23.00 0.32 23.83 0.29 21.35 0.36 22.18 0.44 23.02 0.32 23.85 0.29 21.37 0.36 99 7n 0 Al 1)1) no n o-n ,, Hydrograph Report ' Page 1 Hyd. No. 2 ' Proposed Area 1 ' Hydrograph type = SCS Runoff Peak discharge = 13.00 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 24.4 ac Curve number = 68 ' Basin Slope = 0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 18.3 min Total preclp. = 3.20 in Distribution = Type III ' Storm duration = 24 hrs Shape factor = 484 Total Volume=63,857 cuft, 1.466 acft ' Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow ' (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) 11.68 0.12 12.25 13.00 << 12.82 3.57 13.38 2.28 11.70 0.16 12.27 12.97 12.83 3.47 13.40 2.27 11.72 0.21 12.28 12.87 12.85 3.39 13.42 2.26 11.73 0.26 12.30 12.74 12.87 3.31 13.43 2.25 11.75 0.33 12.32 12.55 12.88 3.25 13.45 2.24 ' 11.77 0.41 12.33 12.32 12.90 3.19 13.47 2.23 11.78 0.49 12.35 12.05 12.92 3.14 13.48 2.22 11.80 0.59 12.37 11.74 12.93 3.09 13.50 2.21 11.82 0.71 12.38 11.38 12.95 3.05 13.52 2.20 11.83 0.84 12.40 10.99 12.97 3.01 13.53 2.19 11.85 0.98 12.42 10.57 12.98 2.97 13.55 2.18 11.87 1.14 12.43 10.13 13.00 2.93 13.57 2.17 11.88 1.32 12.45 9.68 13.02 2.88 13.58 2.16 11.90 1.51 12.47 9.24 13.03 2.84 13.60 2.15 11.92 1.73 12.48 8.81 13.05 2.80 13.62 2.14 ' 11.93 1.98 12.50 8.41 13.07 2.76 13.63 2.13 11.95 2.27 12.52 8.03 13.08 2.72 13.65 2.12 11.97 2.62 12.53 7.67 13.10 2.68 13.67 2.10 11.98 3.05 12.55 7.32 13.12 2.64 13.68 2.09 ' 12.00 3.57 12.57 6.99 13.13 2.61 13.70 2.08 12.02 4.19 12.58 6.66 13.15 2.57 13.72 2.07 12.03 4.89 12.60 6.34 13.17 2.54 13.73 2.06 12.05 5.67 12.62 6.02 13.18 2.51 13.75 2.05 ' 12.07 6.52 12.63 5.72 13.20 2.48 13.77 2.04 12.08 7.40 12.65 5.43 13 ?7 7 dr, IQ "70 n no Proposed Area 1 Page 2 ' Hydrograph Discharge Table ' Time -- Outflow Time -- Outflow Time -- Outflow Time Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) ' 13.95 1.91 14.78 1.54 15.62 1.23 16.45 0.96 13.97 1.90 14.80 1.54 15.63 1.23 16.47 0.95 13.98 1.89 14.82 , 1.53 15.65 1.22 16.48 0.95 ' 14.00 1.88 14.83 1.52 15.67 1.22 16.50 0.95 14.02 1.87 14.85 1.52 15.68 1.21 16.52 0.94 14.03 1.86 14.87 1.51 15.70 1.20 16.53 0.94 14.05 1.84 14.88 1.51 15.72 1.20 16.55 0.94 ' 14.07 1.83 14.90 1.50 15.73 1.19 16.57 0.94 14.08 1.82 14.92 1.50 15.75 1.18 16.58 0.93 14.10 1.81 14.93 1.49 15.77 1.18 16.60 0.93 ' 14.12 1.80 14.95 1.48 15.78 1.17 16.62 0.93 14.13 1.79 14.97 1.48 15.80 1.16 16.63 0.92 14.15 1.78 14.98 1.47 15.82 1.16 16.65 0.92 14.17 1.77 15.00 1.47 15.83 1.15 16.67 0.92 ' 14.18 1.76 15.02 1.46 15.85 1.14 16.68 0.92 14.20 1.75 15.03 1.45 15.87 1.14 16.70 0.91 14.22 1.74 15.05 1.45 15.88 1.13 16.72 0.91 14.23 1.73 15.07 1.44 15.90 1.12 16.73 0.91 14.25 1.73 15.08 1.44 15.92 1.12 16.75 0.90 14.27 1.72 15.10 1.43 15.93 1.11 16.77 0.90 14.28 1.71 15.12 1.42 15.95 1.10 16.78 0.90 ' 14.30 1.70 15.13 1.42 15.97 1.10 16.80 0.90 14.32 1.70 15.15 1.41 15.98 1.09 16.82 0.89 14.33 1.69 15.17 1.41 16.00 1.08 16.83 0.89 14.35 1.69 15.18 1.40 16.02 1.08 16.85 0.89 14.37 1.68 15.20 1.39 16.03 1.07 16.87 0.88 14.38 1.67 15.22 1.39 16.05 1.06 16.88 0.88 14.40 1.67 15.23 1.38 16.07 1.06 16.90 0.88 ' 14.42 1.66 15.25 1.37 16.08 1.05 16.92 0.87 14.43 1.66 15.27 1.37 16.10 1.04 16.93 0.87 14.45 1.65 15.28 1.36 16.12 1.04 16.95 0.87 14.47 1.65 15.30 1.36 16.13 1.03 16.97 0.87 ' 14.48 1.64 15.32 1.35 16.15 1.02 16.98 0.86 14.50 1.64 15.33 1.34 16.17 1.02 17.00 0.86 14.52 1.63 15.35 1.34 16.18 1.01 17.02 0.86 14.53 1.63 15.37 1.33 16.20 1.01 17.03 0.85 ' 14.55 1.62 15.38 1.32 16.22 1.00 17.05 0.85 14.57 1.61 15.40 1.32 16.23 1.00 17.07 0.85 14.58 1.61 15.42 1.31 16.25 1.00 17.08 0.85 14.60 1.60 15.43 1.31 16.27 0.99 17.10 0.84 14.62 1.60 15.45 1.30 16.28 0.99 17.12 0.84 1A F� 1 5Q 1ti A7 1 )a 4C on n n. Proposed Area 1 Page 3 Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) ' 17.28 0.81 18.12 0.66 18.95 0.60 19.78 0.55 17.30 0.81 18.13 0.65 18.97 0.60 19.80 0.55 17.32 0.80 18.15, 0.65 18.98 0.60 19.82 0.55 17.33 0.80 18.17 0.65 19.00 0.60 19.83 0.55 17.35 0.80 18.18 0.65 19.02 0.60 19.85 0.55 17.37 0.79 18.20 0.64 19.03 0.59 19.87 0.55 17.38 0.79 18.22 0.64 19.05 0.59 19.88 0.55 ' 17.40 0.79 18.23 0.64 19.07 0.59 19.90 0.55 17.42 0.79 18.25 0.64 19.08 0.59 19.92 0.55 17.43 0.78 18.27 0.64 19.10 0.59 19.93 0.55 17.45 0.78 18.28 0.64 19.12 0.59 19.95 0.55 ' 17.47 0.78 18.30 0.63 19.13 0.59 19.97 0.54 17.48 0.77 18.32 0.63 19.15 0.59 19.98 0.54 17.50 0.77 18.33 0.63 19.17 0.59 20.00 0.54 17.52 0.77 18.35 0.63 19.18 0.59 20.02 0.54 17.53 0.76 18.37 0.63 19.20 0.59 20.03 0.54 17.55 0.76 18.38 0.63 19.22 0.59 20.05 0.54 17.57 0.76 18.40 0.63 19.23 0.58 20.07 0.54 ' 17.58 0.76 18.42 0.63 19.25 0.58 20.08 0.54 17.60 0.75 18.43 0.63 19.27 0.58 20.10 0.54 17.62 0.75 18.45. 0.63 19.28 0.58 20.12 0.54 17.63 0.75 18.47 0.62 19.30 0.58 20.13 0.54 17.65 0.74 18.48 0.62 19.32 0.58 20.15 0.53 17.67 0.74 18.50 0.62 19.33 0.58 20.17 0.53 17.68 0.74 18.52 0.62 19.35 0.58 20.18 0.53 17.70 0.73 18.53 0.62 19.37 0.58 20.20 0.53 17.72 0.73 18.55 0.62 19.38 0.58 20.22 0.53 17.73 0.73 18.57 0.62 19.40 0.58 20.23 0.53 1 17.75 0.72 18.58 0.62 19.42 0.57 20.25 0.53 17.77 0.72 18.60 0.62 19.43 0.57 20.27 0.53 17.78 0.72 18.62 0.62 19.45 0.57 20.28 0.53 17.80 0.71 18.63 0.62 19.47 0.57 20.30 0.53 17.82 0.71 18.65 0.61 19.48 0.57 20.32 0.53 17.83 0.71 18.67 0.61 19.50 0.57 20.33 0.52 17.85 0.71 18.68 0.61 19.52 0.57 20.35 0.52 17.87 0.70 18.70 0.61 19.53 0.57 20.37 0.52 ' 17.88 0.70 18.72 0.61 19.55 0.57 20.38 0.52 17.90 0.70 18.73 0.61 19.57 0.57 20.40 0.52 17.92 0.69 18.75 0.61 19.58 0.57 20.42 0.52 ' 17.93 0.69 18.77 0.61 19.60 0.56 20.43 0.52 17.95 0.69 18.78 0.61 19.62 0.56 20.45 0.52 1797 n RR 9 R An n 911 .1 n co n C� Proposed Area 1 Page 4 Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) 20.62 0.51 21.45 0.46 22.28 0.52 23.12 0.41 20.63 0.51 21.47 0.46 22.30 0.52 23.13 0.41 20.65 0.51 21.48 0.46 22.32 0.51 23.15 0.41 20.67 0.51 21.50 0.46 22.33 0.50 23.17 0.41 20.68 0.50 21.52 0.46 22.35 0.50 23.18 0.41 20.70 0.50 21.53 0.46 22.37 0.49 23.20 0.40 20.72 0.50 21.55 0.46 22.38 0.48 23.22 0.40 20.73 0.50 21.57 0.45 22.40 0.47 23.23 0.40 20.75 0.50 21.58 0.45 22.42 0.47 23.25 0.40 20.77 0.50 21.60 0.45 22.43 0.46 23.27 0.40 ' 20.78 0.50 21.62 0.45 22.45 0.45 23.28 0.40 20.80 0.50 21.63 0.45 22.47 0.44 23.30 0.40 20.82 0.50 21.65 0.45 22.48 0.44 23.32 0.40 20.83 0.50 21.67 0.45 22.50 0.44 23.33 0.40 20.85 0.50 21.68 0.45 22.52 0.43 23.35 0.40 20.87 0.49 21.70 0.45 22.53 0.43 23.37 0.40 20.88 0.49 21.72 0.45 22.55 0.43 23.38 0.40 20.90 0.49 21.73 0.44 22.57 0.43 23.40 0.40 20.92 0.49 21.75 0.44 22.58 0.43 23.42 0.40 20.93 0.49 21.77 0.44 22.60 0.43 23.43 0.39 20.95 0.49 21.78 0.44 22.62 0.43 23.45 0.39 20.97 0.49 21.80 0.44 22.63 0.43 23.47 0.39 20.98 0.49 21.82 0.44 22.65 0.43 23.48 0.39 21.00 0.49 21.83 0.44 22.67 0.43 23.50 0.39 21.02 0.49 21.85 0.44 22.68 0.43 23.52 0.39 21.03 0.48 21.87 0.44 22.70 0.43 23.53 0.39 21.05 0.48 21.88 0.44 22.72 0.43 23.55 0.39 21.07 0.48 21.90 0.43 22.73 0.43 23.57 0.39 21.08 0.48 21.92 0.43 22.75 0.42 23.58 0.39 21.10 0.48 21.93 0.43 22.77 0.42 23.60 0.39 21.12 0.48 21.95 0.43 22.78 0.42 23.62 0.39 21.13 0.48 21.97 0.43 22.80 0.42 23.63 0.39 21.15 0.48 21.98 0.43 22.82 0.42 23.65 0.38 21.17 0.48 22.00 0.43 22.83 0.42 23.67 0.38 21.18 0.48 22.02 0.44 22.85 0.42 23.68 0.38 21.20 0.48 22.03 0.45 22.87 0.42 23.70 0.38 21.22 0.47 22.05 0.46 22.88 0.42 23.72 0.38 21.23 0.47 22.07 0.47 22.90 0.42 23.73 0.38 21.25 0.47 22.08 0.49 22.92 0.42 23.75 0.38 21.27 0.47 22.10 0.50 22.93 0.42 23.77 0.38 21.28 0.47 22.12 0.51 22.95 0.42 23.78 0.38 Proposed Area 1 Page 5 Hydrograph Discharge Table Time -- Outflow (hrs cfs) ' 23.95 0.37 23.97 0.37 23.98 0.37 ' ...End r i 1 1 Hydrograph Report 1 Page 1 Hyd. No. 3 ' Basin No. 1 Hydrograph type = Reservoir Peak discharge = 9.26 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 2 Reservoir name = Detention Basin Max. Elevation = 293.08 ft' Max. Storage = 6,753 cuft Storage indication method used. Total Volume=63,761 cuft, 1.464 acft ' Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) -- 11.73 0.26 292.01 0.11 ----- ----- ----- ----- 0.11 11.75 0,33 292.01 0.14 ----- ----- ----- ----- ----- 0.14 ' 11.77 0.41 292.01 0.18 ----- ----- ----- ----- ----- 0.18 11.78 0.49 292.01 0.23 ----- ----- ----- ----- ----- 0.23 11.80 0.59 292.01 0.28 ----- ----- ----- ----- ----- 0.28 11.82 0.71 292.02 0.35 0.35 _--- ----- ----- ----- ----- 11.83 0.84 292.02 0.42 0.42 11.85 0.98 292.03 0.51 ----- ----- ----- ----- ----- 0.51 11.87 1.14 292.03 0.60 ----- ----- ----- ----- ----- 0.60 1 11.88 1.32 292.04 0.71 0.71 ----- ----- ----- ----- ----- 11.90 1.51 292.04 0.84 0.84 11.92 1.73 292.05 0.97 ----- ----- ----- ----- ----- 0.97 11,93 1.98 292.06 1,13 ----- ----- ----- ----- ----- 1.13 11.95 2.27 292.07 1.30 ----- ----- ----- ----- ----- 1.30 11.97 2.62 292.08 1.50 ----- ----- ----- ----- ---- 1.50 11.98 3.05 292.09 1.74 ----- ----- ----- ----- ----- 1.74 ' 12.00 3.57 292.10 2.01 2.01 ----- ----- ----- --_- ----- 12.02 4.19 292.12 2.34 2.34 12.03 4.89 292.14 2.72 ----- ----- ----- ----- ----- 2.72 12.05 5.67 292.16 3.17 ----- ----- ----- ----- ----- 3.17 12.07 6.52 292.18 3.68 3.68 ----- ----- ----- ----- ----- 12.08 7.40 292.21 4.10 4.10 12.10 8.30 292.25 4.39 ----- ----- ----- ----- ----- 4.39 12.12 9.19 292.29 4.72 ----- ----- ----- ----- ----- 4.72 12.13 10.04 292.33 5.09 ----- ----- ----- ----- ----- 5.09 12.15 10.83 292.38 5.50 ----- ----- ----- ----- ----- 5.50 12.17 11.53 292.44 5.87 ----- ----- ----- ----- ----- 5.87 12.18 12.09 292.49 6.22 6.22 ----- ----- ----- ----- ----- 12.20 12.51 292.55 6.58 6.58 19 77 10 7a 000 an a no _ -- Basin No. 1 Page 2 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (Cfs) (ft) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) ' 12.37 11.74 293.00 8.91 ----- ----- ----- ----- ----- 8.91 12.38 11.38 293.02 9.02 ----- ----- ----- ----- ----- 9.02 ,12.40 10.99 293.05 9.11 ----- ----- ----- ----- ----- 9.11 12.42 10,57 293,06 9.17 ----- ----- ----- ----- ----- 9,17 12.43 10A 3 293.07 9.22 ----- ----- ----- ----- ----- 9.22 12.45 9.68 293.08 9.25 ----- ----- ----- ----- ----- 9.25 12.47 9.24 293.08 << 9.26 ----- ----- ----- ----- ----- 9.26 << 12.48 8.81 293.08 9.25 ----- ----- ----- ----- ----- 9.25 12.50 8.41 293.07 9.22 ---- ----- ----- ----- 9.22 12.52 8.03 293.06 9.18 ----- ----- ----- ----- ----- 9.18 12.53 7.67 293.05 9.13 ----- ----- ----- ----- ----- 9.13 ' 12.55 7.32 293.04 9.06 9.06 ----- ----- ----- ----- ----- 12.57 6.99 293.02 8.99 8.99 12.58 6.66 293.00 8.90 ----- ----- ----- ----- ----- 8.90 12.60 6.34 292.97 8.79 ----- ----- ----- ----- ----- 8.79 ' 12.62 6.02 292.95 8.68 ----- ----- ---- ----- ----- 8.68 12.63 5.72 292.92 8.55 ----- ----- ----- ----- ----- 8.55 12.65 5.43 292.90 8.42 ----- ----- ----- ----- ----- 8.42 ' 12.67 5.15 292.87 8.28 ----- ----- ----- ----- ----- 8.28 12.68 4.90 292.84 8.14 ----- ----- ----- ----- ---- 8.14 12.70 4.67 292.80 7.99 ----- ----- ----- ----- ----- 7.99 12.72 4.46 292.77 7.82 ----- ----- ----- ----- ----- 7.82 12.73 4.27 292.74 7.65 ----- ----- ----- ---- ----- 7.65 12.75 4.09 292.71 7.48 ----- ----- ----- ----- ----- 7.48 12.77 3.94 292.67 7.30 ----- ----- ----- ----- ----- 7.30 12.78 3.80 292.64 7.13 ----- ----- ----- ----- ----- 7.13 ' 12.80 3.68 292.61 6.96 ----- ----- 6.96 ----- ----- ----- 12.82 3.57 292.58 6.78 ----- ----- 6.78 12.83 3.47 292.55 6.58 ----- ----- ----- ----- ----- 6.58 ' 12.85 3.39 292.52 6.40 ----- ----- ----- ----- - -- 6.40 12.87 3.31 292.49 6.22 ----- ----- ----- ----- -- -- 6.22 12.88 3.25 292.46 6.04 ----- ----- ----- ----- ----- 6.04 12,90 3.19 292.44 5.88 ----- ----- ----- ----- ----- 5.88 12.92 3.14 292.41 5.72 5.72 ----- ----- _--- ----- ----- 12.93 3.09 292.39 5.54 5.54 12.95 3.05 292.37 5.35 ----- ----- ----- ----- ----- 5.35 12.97 3.01 292.34 5.18 ----- ----- ----- ----- ----- 5.18 12.98 2.97 292.32 5.01 ----- ----- ----- ----- -- -- 5.01 13.00 2.93 292.30 4.85 ----- ----- ----- ----- ----- 4.85 13.02 2.88 292.29 4.70 ----- ----- ----- ---- ----- 4.70 ' 13.03 2.84 292.27 4.56 ----- ----- ----- ----- ----- 4.56 13.05 2.80 292.25 4.43 ----- ----- ----- ----- ---- 4.43 Basin No. 1 Page 3 ' Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 13.20 2.48 292.15 3.08 ----- ----- ----- ----- ---- 3.08 13.22 2.45 292.15 2.97 ----- ----- ----- ----- ----- 2.97 13.23 2.43 292.14 2.88 ----- ----- ----- ----- ----- .2.88 13.25 2.41 292.14 2.80 ----- ----- ----- ----- ----- 2.80 ' 13.27 2.39 292.14 2.73 ----- ----- ----- ----- ----- 2.73 13.28 2.37 292.13 2.67 ----- ----- ----- ----- ----- 2.67 13.30 2.35 292.13 2.61 ----- ----- ----- ----- ----- 2.61 ' 13.32 2.33 292.13 2.57 ----- 2.57 -_--- -_--- ----- ----- 13.33 2.32 292.13 2.52 2.52 13.35 2.31 292.12 2.49 ----- ----- ----- ----- ----- 2.49 13.37 2.29 292.12 2.45 ----- ----- ----- ----- ----- 2.45 ' 13.38 2.28 292.12 2.42 2.42 _---- ---__ __-_- --__- ----- 13.40 2.27 292.12 2.40 2.40 13.42 2.26 292.12 2.38 ----- ----- ----- ----- ----- 2.37 13.43 2.25 292.12 2.35 ----- ----- ----- ---- ----- 2.35 ' 13.45 2.24 292.12 2.33 2.33 __-- -_-_- __--- _--_ _---- 13.47 2.23 292.12 2.32 2.32 13.48 2.22 292.12 2.30 ----- ----- ---- ----- ----- 2.30 ' 13.50 2.21 292.11 2.29 ----- ----- ----- ----- ----- 2.28 13.52 2.20 292.11 2.27 ----- ----- ----- ----- ----- 2.27 13.53 2.19 292.11 2.26 ----- ----- ----- ----- ----- 2.26 13.55 2.18 292.11 2.24 ----- ----- ----- ----- ----- 2.24 ' 13.57 2.17 292.11 2.23 ----- ----- ----- ----- ----= 2.23 13.58 2.16 292.11 2.22 ----- ----- ----- ----- ---- 2.22 13.60 2.15 292.11 2.21 ----- ----- ----- ----- ----- 2.21 13.62 2.14 292.11 2.20 ----- ----- ----- ----- -----' 2.20 13.63 2.13 292.11 2.18 ----- 2.18 ----- ----- ----- ----- 13.65 2.12 292.11 2.17 _____ 217 13.67 2.10 292.11 2.16 ----- ----- ----- ----- ----- 2.16 ' 13.68 2.09 292.11 2.15 2.15 _____ --_-_ _---_ ___-- -__-- 13.70 2.08 292.11 2.14 2.14 13.72' 2.07 292.11 2.13 ----- ----- ----- ----- ----- 2.13 13.73 2.06 292.11 2.12 ----- ----- ----- ----- ----- 2.12 ' 13.75 2.05 292.11 2.11 ----- 2.11 -_-_ -_-_- ----- -__-- 13.77 2.04 292.11 2.10 2.10 13.78 2.03 292.10 2.09 ----- ----- ----- ----- ----- 2.09 ' 13.80 2.02 292.10 2.07 2.07 --___ _--- -_--- --_-_ _-_-- 13.82 2.01 292.10 2.06 2.06 13.83 1.99 292.10 2.05 ---- ----- ----- ----- ----- 2.05 13.85 1.98 292.10 2.04 ----- ----- ----- ----- ----- 2.04 13.87 1.9 292.10 2.03 ----- ----- ----- ----- ----- 2.03 13.88 1.96 292.10 2.02 2.02 - ' Basin No.1 Page 4 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 14.03 1.86 292.10 1.92 ----- ----- ----- ----- ----- 1.92 14.05 1.84 292.10 1.91 ----- ----- ----- ----- ----- 1.91 14.07 1.83 292.10 1.89 ----- ----- ----- ----- ----- 1.89 14.08 1.82 292.09 1.88 ----- ----- ----- ----- ----- 1.88 ' 14.10 1.81 292.09 1.87 ----- ----- ---- ----- - - 1.87 14.12 1.80 292.09 1.86 ----- ---- ----- ----- -- -- 1.86 14.13 1.79 292.09 1.85 ----- ----- ----- ----- ----- 1.85 14.15 1.78 292.09 1.84 ----- ----- ----- ----- ----- 1.84 14.17 1.77 292.09 1.83 ----- ----- ----- ----- ----- 1.83 14.18 1.76 292.09 1.81 ----- ----- ----- -=--- ----- 1.81 14.20 1.75 292.09 1.80 ----- ----- ----- ----- ----- 1.80 14.22 1.74 292.09 1.79 ----- ----- ----- ----- ----- 1.79 14.23 1.73 292.09 1.78 ----- ----- ----- ----- ----- 1.78 14.25 1.73 292.09 1.77 ----- ----- ----- ----- ----- 1.77 14.27 1.72 292.09 1.77 ----- ----- ----- ----- ----- 1.77 ' 14.28 1.71 292.09 1.76 1.76 ----- ----- ----- ----- ----- 14.30 1.70 292.09 1.75 1.75 14.32 1.70 292.09 1.74 ----- ----- ----- ----- ----- 1.74 ' 14.33 1.69 292.09 1.73 ----- ----- ----- ----- ----- 1.73 14.35 1.69 292.09 1.72 ----- ----- ----- ----- ----- 1.72 14.37 1.68 292.09 1.72 ----- ----- ----- ----- ----- 1.72 14.38 1.67 292.09 1.71 ----- ----- ----- ----- ----- 1.71 ' 14.40 1.67 292.09 1.70 1.70 ----- ----- ----- ----- ----- 14.42 1.66 292.09 1.70 1.70 14.43 1.66 292.08 1.69 ----- ----- ----- ----- ----- 1.69 14.45 1.65 292.08 1.68 ----- ----- ----- ----- ----- 1.68 14.47 1.65 292.08 1.68 ----- ----- 1.68 ----- ----- ----- 14.48 1.64 292.08 1.67 ----- ----- 1.67 14.50 1.64 292.08 1.67 ----- ----- ----- ----- ----- 1.67 14.52 1.63 292.08 1.66 ----- ----- ----- ----- ----- 1.66 14.53 1.63 292.08 1.66 ----- ----- ----- ----- ----- 1.65 14.55 1.62 292.08 1.65 ----- ----- ----- ----- ----- 1.65 14.57 1.61 292.08 1.64 ----- ----- ----- ----- ----- 1.64 ' 14.58 1.61 292.08 1.64 ----- ----- ----- ----- ----- 1.64 14.60 1.60 292.08 1.63 ----- ---- ----- ----- ----- 1.63 14.62 1.60 292.08 1.63 ----- ----- ----- ----- ----- 1.63 ' 14.63 1.59 292.08 1.62 ----- ----- ----- ----- ----- 1.62 14.65 1.59 292.08 1.62 ----- ----- ----- ----- ----- 1.62 14.67 1.58 292.08 1.61 ----- ----- ----- ----- ----- 1.61 14.68 1.58 292.08 1.60 ----- ----- ----- -----' ----- 1.60 14.70 1.57 292.08 1.60 1.60 --_- ---- ----- ----- -_-- 14.72 1.56 292.08 1.59 1.59 A A - ....... .... - -- Basin No. 1 ' Page 5 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 14.87 1.51 292.08 1.54 ----- ----- ----- ----- ----- 1.54 14.88 1.51 292.08 1.54 ----- ----- ----- ----- ----- 1.54 14.90 1.50 292.08 1.53 ----- ----- ----- ----- ----- 1.53 14.92 1.50 292.08 1,53 ----- ----- ----- ----- ----- 1.53 ' 14.93 1.49 292.08 1.52 1.52 ----- ----- ----- ----- ----- 14.95 1.48 292.08 1.51 1.51 14.97 1.48 292.08 1.51 ----- ----- ----- ----- ----- 1.51 ' 14.98 1.47 292.08 1.50 ----- ----- ----- ----- ----- 1.50 15.00 1.47 292.08 1.50 ----- ----- ----- ----- ----- 1.50 15.02 1.46 292.07 1.49 ----- ----- ----- ----- ----- 1.49 15.03 1.45 292.07 1.48 ----- ---- ----- ----- ----- 1.48 ' 15.05 1.45 292.07 1.48 ----- ----- ----- ----- ----- 1.48 15.07 1.44 292.07 1.47 ----- ----- ----- ----- ----- 1.47 15.08 1.44 292.07 1.47 ----- ----- ----- ----- ----- 1.47 15.10 1.43 292.07 1.46 ----- ----- ----- ----- ----- 1.46 ' 15.12 1.42 292.07 1.45 ----- ----- ----- ----- ----- 1.45 15.13 1.42 292.07 1.45 ----- ----- ----- ----- ----- 1.45 15.15 1.41 292.07 1.44 ----- ----- ----- ----- ----- 1.44 ' 15.17 1.41 292.07 1.44 1.44 ----- ----- ----- ---- ----- 15.18 1.40 292.07 1.43 1.43 15.20 1.39 292.07 1.42 ----- ----- ----- ----- ----- 1.42 15.22 1.39 292.07 1.42 ----- ----- ----- ----- ----- 1.42 ' 15.23 1.38 292.07 1.41 1.41 ----- ----- ----- ----- ----- 15.25 1.37 292.07 1.41 1.41 15.27 1.37 292.07 1.40 ----- ---- ----- ----- ----- 1.40 15.28 1.36 292.07 1.39 ----- ----- ----- ----- ----- 1.39 ' 15.30 1.36 292.07 1.39 ----- ----- ----- ----- --- - 1.39 15.32 1.35 292.07 1.38 ----- ----- ----- ----- ----- 1.38 15.33 1.34 292.07 1.38 ----- ----- ----- ----- ----- 1.38 ' 15.35 1.34 292.07 1.37 1.37 ----- ----- ----- ----- ----- 15.37 1.33 292.07 1.36 1.36 15.38 1.32 292.07 1.36 ----- ----- ----- ----- ----- 1.36 15.40 1.32 292.07 1.35 ----- ----- ----- ----- ----- 1.35 ' 15.42 1.31 292.07 1.34 ---- - --- 1.34 ----- ---- ---- - 15.43 1.31 292.07 1.34 ---- 1.34 15.45 1.30 292.07 1.33 ----- ----- ---- ----- ----- 1.33 ' 15.47 1.29 292.07 1.33 ----- ----- ----- ----- ----- 1.33 15.48 1.29 292.07 1.32 ----- ----- ----- ----- ---- 1.32 15.50 1.28 292.07 1.31 ----- ----- ----- ----- ----- 1.31 15.52 1.27 292.07 1.31 ----- ----- ----- ----- ----- 1.31 ' 15.53 1.27 292.07 1.30 ----- ----- ----- ---_- ----- 1.30 15.55 1.26 292.06 1.29 ----- ----- ----- --- - ----- 1.29 Basin No,1 Page 6 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 15.70 1.20 292.06 1.24 -_-- 1.24 ---- ----- ---- ----- 15.72 1.20 292.06 1.23 1.23 15.73 1.19 292.06 1.22 ----- ----- ----- ----- ----- 1.22 15.75 1.18 292.06 • 1.22 ----- ----- ----- ----- ----- 1.22 ' 15.77 1.18 292.06 1.21 1.21 ----- ----- ----- ----- ----- 15.78 1.17 292.06 1.20 1.20 15.80 1.16 292.06 1.20 ----- ----- ----- ----- ----- 1.20 ' 15.8 1.1 292.06 1.1 1.1 15.83 1.155 292.06 1.188 ----- ----- ----- ----- ----- 1.188 15.85 1.14 292.06 1.18 ----- ----- ----- ----- ----- 1.18 15.87 1.14 292.06 1.17 ----- ----- ----- ----- ----- 1.17 15.88 1.13 292.06 1.16 ----- ----- ----- ----- ----- 1.16 15.90 1.12 292.06 1.16 ----- ----- ----- ----- ----- 1.16 15.92 1.12 292.06 1.15 ----- ----- ----- ----- ----- 1.15 15,93 1.11 292,06 1.14 ----- ----- ----- ----- ----- 1.14 ' 15.95 1.10 292.06 1.14 --- 1.14 ----- ----- ----- ----- -- 15.97 1.10 292.06 1.13 --- 1.13 15.98 1.09 292.06 1.12 ----- ----- ----- ----- ----- 1.12 16.00 1.08 292.06 1.12 ----- ----- ----- ----- ----- 1.12 ' 16.02 1.08 292.06 1.11 ----- ----- ----- ----- ----- 1.11 16.03 1.07 292.06 1.10 ----- ----- ----- ----- ----- 1.10 16.05 1.06 292.06 1.10 ----- ----- ----- ----- ----- 1.10 ' 16.07 1.06 292.05 1.09 ----- ----- ----- ----- ----- 1.09 16.08 1.05 292.05 1.08 ----- ----- ----- ----- ----- 1.08 16.10 1.04 292.05 1.08 ----- ----- ----- ----- ----- 1.08 ' 16.13 1.04 292.05 1.07 ----- ----- ----- _--- ----- 1.06 16.13 1.03 292.05 1.06 1.06 16.15 1.02 292.05 1.06 ---- ----- ----- ----- ----- 1.06 16.17 1.02 292.05 1.05 ----- ----- ----- ----- ----- 1.05 ' 16.18 1.01 292.05 1.05 ----- ----- ----- ----- ----- 1.05 16.20 1.01 292.05 1.04 ----- ----- ----- ----- ----- 1.04 16.22 1.00 292.05 1.03 ----- ----- ----- ----- ----- 1.03 16.23 1.00 292.05 1.03 ----- ----- ----- ----- ----- 1.03 ' 16.25 1.00 292.05 1.02 1.02 ----- ----- ----- ----- ----- 16.27 0.99 292.05 1.02 1.02 16.28 0.99 292.05 1.01 ----- ----- ----- ----- ----- 1.01 16.30 0,98 292.05 1.01 ----- ----- ----- ----- ----- 1.01 16.32 0.98 292.05 1.00 ----- ----- ----- ----- ----- 1.00 16.33 0.98 292.05 1.00 ----- ----- ----- ----- ----- 1.00 16.35 0.97 292.05 0.99 ----- ----- ----- ----- ----- 0.99 16.37 0.97 292.05 0.99 ----- ----- ----- ----- ---- 0.99 16.38 0.97 292.05 0.99 ----- --- ----- ----- ----- 0.99 9R An n na inn nr n nr, Basin No.1 Page 7 ' Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 16.53 0.94 292.05 0.96 0.96 ----- ----- ----- ----- ----- 16.55 0.94 292.05 0.95 0.95 16.57 0.94 292.05 0.95 ----- ----- ----- ----- ----- 0.95 16.58 0.93 292.05 0.95 ----- ----- ----- ----- ----- 0.95 ' 16.60 0.93 292.05 0.95 0.95 ----- ----- _--- ----- ----- 16.62 0.93 292.05 0.94 0.94 16.63 0.92 292.05 0.94 ----- ----- ----- ----- ----- 0.94 ' 16.65 0.92 292.05 0.94 0.94 ----- ----- ----- ----- ----- 16.67 0.92 292.05 0.93 0.93 16.68 0.92 292.05 0.93 ----- ----- ----- ----- ----- 0.93 16.70 0.91 292.05 0.93 ----- ----- ----- ----- ----- 0.93 ' 16.72 0.91 292.05 0.92 0.92 ----- -_-- ----- ----- ----- 16.73 0.91 292.05 0.92 0.92 16.75 0.90 292.05 0.92 ----- ----- ----- ----- ----- 0.92 16.77 0.90 292.05 0.92 ----- ----- ----- ----- ----- 0.92 ' 16.78 0.90 292.05 0.91 ----- ----- ----- ----- ----- 0.91 16.80 0.90 292.05 0.91 ----- ----- ----- ----- - --- 0.91 16.82 0.89 292.05 0.91 ----- ----- ----- ----- ----- 0.91 ' 16.83 0.89 292.05 0.90 ----- ----- ----- ----- ----- 0.90 16.85 0.89 292.05 0.90 ----- ----- ----- ----- ----- 0.90 16.87 0.88 292.05 0.90 ----- ----- ----- ----- ----- 0.90 16.88 0.88 292.04 0.90 ----- ----- ----- ----- ----- 0.90 ' 16.90 0.88 292.04 0.89 ----- ----- ----- ----- ---- 0.89 16.92 0.87 292.04 0.89 ----- ----- ----- ----- ----- 0.89 16.93 0.87 292.04 0.89 ----- ----- ----- ----- ----- 0.89 ' 16.95 0.87 292.04 0.88 0.88 16.97 0.87 292.04 0.88 ----- ----- ----- 0.88 ----- ----- 16.98 0.86 292.04 0.88 ----- ----- ----- 0.88 17.00 0.86 292.04 0.88 ----- ----- ----- ----- ----- 0.88 ' 17.02 0.86 292.04 0.87 ---_ ---- ----- ----- 0.87 ----- 17.03 0.85 292.04 0.87 0.87 17.05 0.85 292.04 0.87 ----- ----- ----- ----- ----- 0.87 17.07 0.85 292.04 0.86 ----- ----- ----- ----- ----- 0.86 ' 17.08 0.85 292.04 0.86 0.86 ----- ----- ----- 17.10 0.84 292.04 0.86 ---- ----- 0.86 17.12 0.84 292.04 0.86 ----- ----- ----- ----- ----- 0.85 17.13 0.84 292.04 0.85 ----- ----- ----- ----- ----- 0.85 ' 17.15 0.83 292.04 0.85 ----- ----- ----- ----- ----- 0.85 17.17 0.83 292.04 0.85 ----- ----- ----- ----- ----- 0.85 17.18 0.83 292.04 0.84 ----- ----- ----- ----- ----- 0.84 ' 17.20 0.82 292.04 0.84 0.84 ----- ---- ----- ----- ----- 17.22 0.82 292.04 0.84 0.84 47 77 n on nn� n• ., .... Basin No. 1 ' Page 8 Hydrograph Discharge Table Time Inflow Elevation Culv.A Culv. B Culv- C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 17.37 0.79 292.04 0.81 _--- 0.81 ----- ----- ----- ----- 17.38 0.79 292.04 0.81 0.81 1].40 0.79 292.04 0.80 ----- ----- ----- ----- ----- 0.80 17.42 0.79 292.04 0.80 ----- ----- ----- ----- ----- 0.80 ' 17.43 0.78 292.04 0.80 ----- ---- ----- ----- ----- 0.80 17.45 0.78 292.04 0.79 ----- ----- ----- ----- ----- 0.80 17.47 0.78 292.04 0.79 ----- ----- ----- ----- ----- 0.79 17.48 0.77 292.04 0.79 ----- ----- ----- ----- ----- 0.79 ' 17.50 0.77 292.04 0.79 ----- ----- ----- ----- ----- 0.79 17.52 0.77 292.04 0.78 ----- ----- ----- ----- ----- 0.78 17.53 0.76. 292.04 0.78 ----- ----- ----- ----- ----- 0.78 ' 17.55 0.76 292.04 0.78 0.78 ----- ----- ----- ----- ----- 17.57 0.76 292.04 0.77 0.77 17.58 0.76 292.04 0.77 ----- ----- ----- ----- ----- 0.77 17.60 0.75 292.04 0.77 ----- ----- ----- ----- ----- 0.77 ' 17.62 0.75 292.04 0.76 ----- 0.76 ----- ----- ----- ----- 17.63 0.75 292.04 0.76 0.76 17.65 0.74 292.04 0.76 ----- ----- ----- ----- ----- 0.76 ' 17.67 0.74 292.04 0.76 ----- ----- ----- ----- ----- 0.76 17.68 0.74 292.04 0.75 ----- ----- ----- ----- ----- 0.75 17.70 0.73 292.04 0.75 ----- ----- ----- ----- ----- 0.75 17.72 0.73 292.04 0.75 ----- ----- ----- ----- ----- 0.75 ' 17.73 0.73 292.04 0.74 ----- 0.74 ----- --_- ----- ----- 17.75 0.72 292.04 0.74 0.74 17.77 0.72 292.04 0.74 ----- ----- ----- ----- ----- 0.74 17.78 0.72 292.04 0.73 ----- ----- ----- ----- ---- 0.73 ' 17.80 0.71 292.04 0.73 ----- ----- ----- ----- ----- 0.73 17.82 0.71 292.04 0.73 ----- ----- ----- ----- ----- 0.73 17.83 0.71 292.04 0.73 ----- ----- ----- ----- ----- 0.72 ' 17.85 0.71 292.04 0.72 ---' ----- 0.72 ----- ----- ----- 17.87 0.70 292.04 0.72 0.72 17.88 0.70 292.04 0.72 ----- ----- ----- ----- ----- 0.72 17.90 0.70 292.04 0.71 ----- ----- ----- ----- ----- 0.71 17.92 0.69 292.04 0.71 ----- 0.71 ----- ----- ----- ----- 17.93 0.69 292.04 0.71 0.71 17.95 0.69 292.04 0.70 ----- ----- ----- ----- ----- 0.70 ' 17.97 0.68 292.04 0.70 ----- ----- ----- ----- ----- 0.70 17.98 0.68 292.03 0.70 ----- ----- ----- ----- ---- 0.70 18.00 0.68 292.03 0.69 ----- ----- ---- ----- ----- 0.69 18.02 0.67 292.03 0.69 ----- ----- ----- ----- ----- 0.69 ' 18.03 0.67 292.03 0.69 0.69 ----- ----- ----- ----- ---- 18.05 0.67 292.03 0.68 0.68 4,Q n*7 n G7 nnn - n �.n Basin No. 1 ' Hydrograph Discharge Table Page 9 ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 18.20 0.64 292.03 0.66 0.66 ----- ----- ----- ----- ----- 18.22 0.64 292.03 0.66 0.66 18.23 0.64 292.03 0.65 ----- ----- ----- ----- ----- 0.65 18.25 0.64 292.03 •0.65 ----- ----- ----- ----- ----- 0.65 18.27 0.64 292.03 0.65 - 0.65 ----- ----- ----- ----- ---- 18.28 0.64 292.03 0.65 0.65 18.30 0.63 292.03 0.64 ----- ----- ----- ----- ----- 0.64 18.32 0.63 292.03 0.64 ----- ----- ---- ----- ----- 0.64 18.33 0.63 292.03 0.64 ----- ----- ----- ----- ----- 0.64 18.35 0.63 292.03 0.64 ----- ----- ----- ----- ----- 0.64 18.37 0.63 292.03 0.64 ----- ----- ----- ----- ----- 0.64 ' 18.38 0.63 292.03 0.64 ---- 0.64 ----- ----- ----- ----- 18.40 0.63 292.03 0.63 0.63 18.42 0.63 292.03 0.63 ----- ----- ----- ----- ----- 0.63 18.43 0.63 292.03 0.63 ----- ----- ---- ----- ----- 0.63 ' 18.45 0.63 292.03 0.63 ----- ----- ----- ----- ----- 0.63 18.47 0.62 292.03 0.63 ----- ----- ----- ----- ----- 0.63 18.48 0.62 292.03 0.63 ----- ----- ---- ----- ----- 0.63 18.50 0.62 292.03 0.63 ----- ----- ----- ----- ----- 0.63 ' 18.52 0.62 292.03 0.63 ----- ----- ----- ----- ----- 0.63 18.53 0.62 292.03 0.63 ----- ----- ----- ----- ----- 0.63 18.55 0.62 292.03 0.63 ----- ----- ----- ----- ----- 0.63 18.57 0.62 292.03 0.62 ----- ----- ----- ----- ----- 0.62 18.58 0.62 292.03 0.62 ----- ----- ----- ----- ----- 0.62 18.60 0.62 292.03 0.62 ----- ----- ----- ----- ----- 0.62 18.62 0.62 292.03 0.62 ----- ----- ----- ----- ----- 0.62 ' 18.63 0.62 292.03 0.62 ----- ----- ----- ----- ----- 0.62 18.65 0.61 292.03 0.62 ----- ----- ----- ----- ----- 0.62 18.67 0.61 292.03 0.62 ----- ----- ----- ----- ----- 0.62 ' 18.68 0.61 292.03 0.62 0.62 ----- ----- ----- ----- ----- 18.70 0.61 292.03 0.62 0.62 18.72 0.61 292.03 0.62 ----- ----- ----- ----- ----- 0.62 18.73 0.61 292.03 0.61 ----- ----- ----- ----- ----- 0.62 ' 18.75 0.61 292.03 0.61 ----- ----- ----- ----- ----- 0.61 18.77 0.61 292.03 0.61 ----- ----- ----- ----- ----- 0.61 18.78 0.61 292.03 0.61 ----- ----- ----- ----- ----- 0.61 18.80 0.61 292.03 0.61 ----- ----- ----- ----- ----- 0.61 ' 18.82 0.61 292.03 0.61 ----- ----- ----- 0.61 ----- ----- 18.83 0.61 292.03 0.61 ----- ----- ----- 0.61 18.85 0.60 292.03 0.61 ----- ----- ----- ----- ----- 0.61 18.87 0.60 292.03 0.61 ----- ----- ----- ----- ----- 0.61 18.88 0.60 292.03 0.61 ----- ----- ----- ----- ----- 0.61 4R an n r_n inn - - ^1 Basin No, 1 Page 10 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs (cfs) (cfs) (cfs) (cfs) (cfs) 19.03 0.59 292.03 0.60 -- -- - 0.60 ----- ----- ----- ---- 19.05 0.59 292.03 0.60 0.60 19.07 0.59 292.03 0.60 ----- ----- ----- ----- ----- 0.60 19.08 0.59 292.03 -0.60 ----- ----- ----- ----- ----- 0.60 19.10 0.59 292.03 0.60 ----- ----- ----- ----- --- 0.60 19.12 0.59 292.03 0.59 ----- ----- ----- ----- - --- 0.60 19.13 0.59 292.03 0.59 ----- ----- ----- ----- ----- 0.59 19.15 0.59 292.03 0.59 0.59 19.17 0.59 292.03 0.59 ----- ----- ---- ----- 0.59 ----- 19.18 0.59 292.03 0.59 ----- ----- ----- ----- 0.59 19.20 0.59 292.03 0.59 ----- ----- ----- ----- ----- 0.59 19.22 0.59 292.03 0.59 0.59 ----- ----- ----- ----- ----- 19.23 0.58 292.03 0.59 0.59 19.25 0.58 292.03 0.59 ----- ----- ----- ----- ----- 0.59 19.27 0.58 292.03 0.59 ----- ----- ----- ----- ----- 0.59 19.28 0.58 292.03 0.59 0.59 ----- ----- _--- ----- ----- 19.30 0.58 292.03 0.59 0.59 19.32 0.58 292.03 0.58 ----- ----- ----- ----- ----- 0.58 19.33 0.58 292.03 0.58 ----- ----- ----- ----- ----- 0.58 19.35 0.58 292.03 0.58 ----- ---- ----- ----- ----- 0.58 19.37 0.58 292.03 0.58 ----- ----- ----- ----- ----- 0.58 19.38 0.58 292.03 0.58 ----- ----- ----- ----- ----- 0.58 19.40 0.58 292.03 0.58 0.58 ----- ----- ----- ----- ----- 19.42 0.57 292.03 0.58 0.58 19.43 0.57 292.03 0.58 ----- ----- ----- ----- ----- 0.58 19.45 0,57 292,03 0.58 ----- ----- ----- ----- ----- 0.58 19.47 0.57 292.03 0.58 0.58 ----- ----- ----- ----- ----- 19.48 0.57 292.03 0.58 0.58 19.50 0.57 292.03 0.57 ----- ---- ----- ----- ----- 0.57 19.52 0.57 292.03 0.57 0.57 --_- ----- ----- ----- ----- 19.53 0.57 292.03 0.57 0.57 19.55 0.57 292.03 0.57 ----- ----- ----- ----- ----- 0.57 19.57 0.57 292.03 0.57 ----- ----- ----- ----- ----- 0.57 19.58 0.57 292.03 0.57 0.57 ----- ----- ----- ----- ----- 19.60 0.56 292.03 0.57 0.57 19.62 0.56 292.03 0.57 ----- ----- ----- ----- ----- 0.57 19.63 0.56 292.03 0.57 ----- ----- ----- ----- ----- 0.57 19.65 0.56 292.03 0.57 ----- ----- ----- ----- ----- 0.57 19.67 0.56 292.03 0.57 ----- ----- ----- ----- ----- 0.57 19.68 0.56 292.03 0.57 ----- ----- ----- ----- ----- 0.56 19.70 0.56 292.03 0.56 ----- ----- ----- ----- --- 0.56 19.72 0.56 292.03 0.56 ----- ----- ----- ----- ----- 0.56 10713 n cc nnn n� ., �. Basin No. 1 Page 11 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 19.87 0.55 292.03 0.55 ----- ----- ----- ----- ----- 0.55 19.88 0.55 292.03 0.55 ----- ----- ----- ----- ----- 0.55 19.90 0.55 292.03 0.55 ----- ----- ----- ----- ----- 0.55 19.92 0.55 292.03 .0.55 ----- ----- ----- ----- ----- 0.55 19.93 0.55 292.03 0.55 _--- ----- _--- ----- ----- 0.55 19.95 0.55 292.03 0.55 0.55 19.97 0.54 292.03 0.55 ----- ---- ----- ----- ----- 0.55 . 0.54 292.03 0.55 ----- ----- ----- 0.55 20.00 00 0.54 292.03 0.55 0.55 20.02 0.54 292.03 0.55 ----- ----- ----- ----- 0.55 20.03 0.54 292.03 0.55 ----- ----- ---- ----- ----- 0.55 20.05 0.54 292.03 0.54 0.54 ----- ----- ----- ----- ----- 20.07 0.54 292.03 0.54 0.54 20.08 0.54 292.03 0.54 ----- ----- ----- ----- ----- 0.54 20.10 0.54 292.03 0.54 ----- ----- ----- ----- ----- 0.54 20.12 0.54 292.03 0.54 ----- ----- ----- ----- ----- 0.54 20.13 0.54 292.03 0.54 ----- ----- ----- ----- ----- 0.54 20.15 0.53 292.03 0.54 ----- ----- ----- ----- ----- 0.54 20.17 0.53 292.03 0.54 =---- ----- ----- ----- ----- 0.54 20.18 0.53 292.03 0.54 0.54 20.20 0.53 292.03 0.54 ---- ----- ----- ----- 0.54 20.22 0.53 292.03 0.54 ----- ----- ----- ----- ----- 0.54 20.23 0.53 292.03 0.53 0.53 ----- ----- ----- ----- ---- 20.25 0.53 292.03 0.53 0.53 20.27 0.53 292.03 0.53 ----- ----- ----- ----- ----- 0.53 20.28 0.53 292.03 0.53 ----- ----- ----- ----- ----- 0.53 20.30 0.53 292.03 0.53 ----- ----- ----- ----- --- - 0.53 20.32 0.53 292.03 0.53 ----- ----- ----- ----- ----- 0.53 20.33 0.52 292.03 0.53 ----- ----- ----- ----- ----- 0.53 20.35 0.52 292.03 0.53 0.53 ----- ----- ----- ----- ----- 20.37 0.52 292.03 0.53 0.53 20.38 0.52 292.03 0.53 ----- ----- ----- ----- ----- 0.53 20.40 0.52 292.03 0.53 ----- ----- ----- ----- ----- 0.53 20.42 0.52 292.03 0.52 0.52 ----- ----- ----- ----- ----- 20.43 0.52 292.03 0.52 0.52 20.45 0.52 292.03 0.52 ----- ----- ----- ----- ----- 0.52 20.47 0.52 292.03 0.52 ----- ----- ----- ----- ----- 0.52 20.48 0.52 292.03 0.52 -- ----- ----- ----- ----- 0.52 __20.50 0.52 292.03 0.52 --- ----- ----- ----- ----- 0.52 20.52 0.51 292.03 0.52 ----- ----- ----- ----- ----- 0.52 20.53 0.51 292.03 0.52 0.52 ----- ----- ----- ----- ----- 20.55 0.51 292.03 0.52 0.52 �]A L7 A LA 1 - Basin No. 1 Page 12 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 20.70 0.50 292.03 0.51 ----- ----- ----- ----- 0.51 20.72 0.50 292.03 0.51 ----- ----- ----- ----- 0.51 20.73 0.50 292.03 0.51 ----- ----- ----- ----- ----- 0.51 20.75 0.50 292.03 .0.51 ----- ----- ----- ----- 0.51 20.77 0.50 292.03 0.50 0.51 _---- -_--- ----- ----- ----- 20.78 0.50 292.03 0.50 0.50 20.80 0.50 292.03 0.50 ----- ----- ----- ----- 0.50 20.82 0.50 292.03 0.50 ----- ----- ----- ----- ----- 0.50 20.83 0.50 292.03 0.50 0.50 20.85 0.50 292.03 0.50 ----- ----- ----- ----- ----- 0.50 20.87 0.49 292.03 0.50 ----- ----- ----- ----- ----- 0.50 20.88 0.49 292.03 0.50 ----- ----- ----- ---__ - 0.50 20.90 0.49 292.02 0.50 ----- ----- ----- ----- ----- 0.50 20.92 0.49 292.02 0.50 ----- ----- ----- ----- ----- 0.50 20.93 0.49 292.02 0.50 ----- ----- ----- ----- ----- 0.50 20.95 0.49 292.02 0.49 ----- ----- ----- ----- 0.49 20.97 0.49 292.02 0.49 ----- ---- ---- ----- ----- 0.49 20.98 0.49 292.02 0.49 ----- ----- ----- ----- ----- 0.49 21.00 0.49 292.02 0.49 ----- ----- ----- ----- ----- 0.49 21.02 0.49 292.02 0.49 ----- ----- ----- ----- - 0.49 21.03 0.48 292.02 0.49 ----- ----- ----- ----- ----- 0.49 21.05 0.48 292.02 0.49 ----- ----- ----- ----- ----- 0.49 21.07 0.48 292.02 0.49 0.49 ----_ ----- ----- ----- ----- 21.08 0.48 292.02 0.49 0.49 21.10 0.48 292.02 0.49 ----- ----- ----- ----- ----- 0.49 21.12 0.48 292.02 0.49 ----- ----- ----- ----- ----- 0.49 21.13 0.48 292.02 0.48 --- ----- ----- ----- ----- 0.48 __ 21.15 0.48 292.02 0.48 --- ----- ----- ----- ----- 0.48 21.17 0.48 292.02 0.48 ----- ----- ----- ----- ----- 0.48 ' 21.18 0.48 292.02 0.48 0.48 _---- ----- ----- ----- ----- 21.20 0.48 292.02 0.48 0.48 21.22 0.47 292.02 0.48 ----- ----- ----- ----- ----- 0.48 21.23 0.47 292.02 0.48 ----- ----- ----- ----- ----- 0.48 ' 21.25 0.47 292.02 0.48 ----- ----- ----- ----- 0.48 21.27 0.47 292.02 0.48 ----- ----- ----- ----- ----- 0.48 21.28 0.47 292.02 0.48 ----- ----- ----- ----- ----- 0.48 21.30 0.47 292.02 0.47 ----- ----- ----- ----- ----- 0.47 21.32 0.47 292.02 0.47 ----- ----- ----- ----- ----- _ 0.47 21.33 0.47 292.02 0.47 ----- ----- ----- ----- ----- 0.47 21.35 0.47 292.02 0.47 ----- ----- ----- ----- ----- 0.47 21.37 0.47 292.02 0.47 ----- ----- ----- ----- 0.47 21.38 0.46 292.02 0.47 ----- 0.47 '�1 An n AL2 'Inn nn ., .� ----- - Basin No.1 Page 13 ' Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs (cfs) (cfs) (cfs) (cfs) 21.53 0.46 292.02 0.46 ----- ----- ----- ----- ----- 0.46 21.55 0.46 292.02 0.46 ----- ----- ----- ----- ----- 0.46 21.57 0.45 292.02 0.46 ----- ----- ----- ----- ----- 0.46 21.58 0.45 292.02 0.46 ----- ----- ----- ----- ----- 0.46 21.60 0.45 292.02 0.46 ----- ----- ----- ----- ----- 0,46 21.62 0.45 292.02 0.46 ----- ----- ----- ----- ----- 0.46 21.63 0.45 292.02 0.46 ----- ----- ----- ----- ----- 0.46 21.65 0.45 292.02 0.45 ----- ----- ----- ----- ----- 0.45 21.67 0.45 292.02 0.45 ----- 0.45 ----- ----- ----- ----- 21.68 0.45 292.02 0.45 ----- 0.45 21.70 0.45 292.02 0.45 ----- ----- ----- ----- ----- 0.45 21.72 0.45 292.02 0.45 0.45 ----- ----- ----- _--- ----- 21.73 0.44 292.02 0.45 0.45 21.75 0.44 292.02 0.45 ----- ----- ----- ----- ----- 0.45 21,77 0,44 292.02 0,45 ----- ----- ----- ----- ----- 0,45 21.78 0.44 292.02 0.45 0.45 ----- _---- ----- ----- ----- 21.80 0.44 292.02 0.45 0.45 21.82 0.44 292.02 0.44 ----- ----- ----- ----- ----- 0.44 21,83 0.44 292,02 0,44 ----- ----- ----- ----- ----- 0.44 21.85 0.44 292.02 0.44 ----- ----- ----- ----- ----- 0.44 21.87 0.44 292.02 0.44 ----- ----- ----- ----- ----- 0.44 21.88 0.44 292.02 0.44 ----- ----- ----- ----- ----- 0.44 21.90 0.43 292.02 0.44 ----- ----- ----- ----- --- - 0.44 21.92 0.43 292.02 0.44 ----- ---- ----- ----- ---- 0.44 21.93 0.43 292.02 0.44 ----- ----- ----- ---- ----- 0.44 21.95 0.43 292.02 0.44 ----- ----- ----- ----- ----- 0.44 21.97 0.43 292.02 0.44 0.44 21.98 0.43 292.02 0.43 ----- ----- ----- ----- ----- 0.44 22.00 0.43 292.02 0.43 ----- ----- ----- ----- ----- 0.43 22.02 0.44 292.02 0.43 0.43 ----- ----- ----- ----- ----- 22.03 0.45 292.02 0.44 0.44 22.05 0.46 292.02 0.44 • ----- ----- ----- ----- ----- 0.44 22.07 0.47 292.02 0.44 ----- ----- ----- ----- ----- 0.44 ' 22.08 0.49 292.02 0.45 0.45 ----- ----- ----- ----- ----- 22.10 0.50 292.02 0.46 0.46 22.12 0.51 292.02 0.47 ----- ---- ----- ----- ----- 0.47 22.13 0.52 292.02 0.48 ----- ----- ----- ----- ----- 0.47 22.15 0.54 292.02 0.48 ----- ---- ----- ----- ----- 0.48 22.17 0.55 292.02 0.49 ----- ----- ----- ----- ----- 0.49 22.18 0.56 292.03 0.50 ----- ----- ----- ----- ----- 0.50 22.20 0.55 292.03 0.51 0.51 ----- ----- _--- ---- ----- 22.22 0.55 292.03 0.52 0.52 TO 711 n r,A nn) no n Cn Basin No. 1 ' Page 14 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 22.37 0.49 292.03 0.51 ----- ----- ----- ----- ----- 0.51 22.38 0.48 292.03 0.51 ----- ----- ----- ----- ----- 0.51 22.40 0.47 292.03 0.50 ----- ----- ----- ----- ----- 0.50 22.42 0.47 292.02 0.50 ----- ---- ----- ----- ----- 0.50 22.43 0.46 292.02 0.49 0.49 -_--- ----- ----- ----- ----- 22.45 0.45 292.02 0.49 0.49 22.47 0.44 292.02 0.48 ----- ----- ----- ----- ----- 0.48 22.48 0.44 292.02 0.47 ----- ----- ----- ----- ----- 0.47 22.50 0.44 292.02 0.47 ----- ----- ----- ----- ---- 0.47 22.52 0.43 292.02 0.46 ----- ----- ----- ----- ---- 0.46 22.53 0.43 292.02 0.46 ----- ----- ----- ----- ----- 0.46 ' 22.55 0.43 292.02 0.45 ----- ----- ----- ----- ----- 0.45 22.57 0.43 292.02 0.45 ----- ----- ----- ---- ----- 0.45 22.58 0.43 292.02 0.45 ----- ----- ----- ----- ----- 0.45 22.60 0.43 292.02 0.44 ----- ----- ----- ----- ----- 0.44 ' 22.62 0.43 292.02 0.44 ----- ----- ----- ----- ----- 0.44 22.63 0.43 292.02 0.44 ----- ----- ----- ----- ----- 0.44 22.65 0.43 292.02 0.44 ----- ----- ----- ----- ----- 0.44 22.67 0.43 292.02 0.44 ----- ----- ----- ----- ----- 0.44 22.68 0.43 292.02 0.43 ----- ----- ----- ----- ----- 0.43 22.70 0.43 292.02 0.43 ----- ----- ----- ----- ----- 0.43 22.72 0.43 292.02 0.43 ----- ----- ----- ----- ----- 0.43 ' 22.73 0.43 292.02 0.43 ----- ----- ----- ----- ----- 0.43 22.75 0.42 292.02 0.43 ----- ----- ----- ----- ----- 0.43 22.77 0.42 292.02 0.43 ----- ----- ----- ----- ----- 0.43 22.78 0.42 292.02 0.43 ----- ----- ----- ----- ----- 0.43 22.80 0.42 292.02 0.43 ----- ----- ----- ----- ----- 0.43 22.82 0.42 292.02 0.43 ----- ----- ----- ----- ----- 0.43 22.83 0.42 292.02 0.43 ----- ----- ----- ----- ----- 0.43 22.85 0.42 292.02 0.42 ---- ----- ----- ----- ----- 0.42 22.87 0.42 292.02 0.42 ----- ----- ----- ----- ----- 0.42 22.88 0.42 292.02 0.42 ----- ----- ----- ----- ----- 0.42 22.90 0.42 292.02 0.42 ----- ----- ----- ----- ----- 0.42 22.92 0.42 292.02 0.42 0.42 ----- ----- ----_ ---_- ----- 22.93 0.42 292.02 0.42 0.42 22.95 0.42 292.02 0.42 ----- ----- ----- ----- ----- 0.42 1 22.97 0.42 292.02 0.42 0.42 ----- ----- ----- ----- ----- 22.98 0.41 292.02 0.42 0.42 23.00 0.41 292.02 0.42 ----- ----- ----- ----- ----- 0.42 23.02 0.41 292.02 0.42 ----- ----- ----- ----- ----- 0.42 23.03 0.41 292.02 0.42 ----- ----- ----- ----- ---- 0.42 23.05 0.41 292.02 0.42 ----- ----- ----- ----- -- -- 0.42 Basin No. 1 Page 15 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (Cfs) (ft) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) 23.20 0.40 292.02 0.41 0.41 ----- ----- ----- ----- ----- 23.22 0.40 292.02 0.41 0.41 23.23 0.40 292.02 0.41 ----- ----- ----- ----- ----- 0.41 23.25 0.40 292.02 0.41 ----- ----- ----- ----- ----- 0.41 23.27 0.40 292.02 0.41 ----- ----- ----- ----- ----- 0.41 23.28 0.40 292.02 0.41 ----- ----- ----- ----- ----- 0.41 23.30 0.40 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.32 0.40 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.33 0.40 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.35 0.40 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.37 0.40 292.02 0.40 ----- ----- ----- ----- ----- 0.40 ' 23.38 0.40 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.40 0.40 292.02 0.40 ----- ----- ----- ----- ---- 0.40 23.42 0.40 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.43 0.39 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.45 0.39 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.47 0.39 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.48 0.39 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.50 0.39 292.02 0.40 ----- ----- ----- ----- ----- 0.40 23.52 0.39 292.02 0.39 ----- ----- ----- ----- ----- 0.39 23.53 0.39 292.02 0.39 ----- ----- ----- ----- ----- 0.39 23.55 0.39 292.02 0.39 ----- ----- ----- ----- ----- 0.39 23.57 0.39 292.02 0.39 0.39 ----- ----- ----- -_-- ----- 23.58 0.39 292.02 0.39 0.39 23.60 0.39 292.02 0.39 ----- ----- ----- ----- ----- 0.39 23.62 0.39 292.02 0.39 0.39 23.63 0.39 292.02 0.39 --- ----- ----- ----- 0.39 ----- -- 23.65 0.38 292.02 0.39 --- ----- ----- ----- 0.39 23.67 0.38 292.02 0.39 ----- ----- ----- ----- ----- 0.39 23.68 0.38 292.02 0.39 ----- ----- ----- ----- ----- 0.39 23.70 0.38 292.02 0.39 ----- ----- ----- ----- ----- 0.39 23.72 0.38 292.02 0.39 ----- ----- ----- ----- ----- 0.39 23.73 0.38 292.02 0.39 ----- ----- ----- ----- ----- 0.39 23.75 0.38 292.02 0.38 0.38 ----- ----- ----- ----- ----- 23.77 0.38 292.02 0.38 0.38 23.78 0.38 292.02 0.38 ----- ----- ----- ---- ----- 0.38 23.80 0.38 292.02 0.38 0.38 ----- ----- ----- ----- ----- 23.82 0.38 292.02 0.38 0.38 23.83 0.38 292.02 0.38 ----- ----- ----- ----- ----- 0.38 23.85 0.38 292.02 0.38 ----- ----- ----- ----- ----- 0.38 ' 23.87 0.38 292.02 0.38 ----- ----- ----- ----- ---- 0.38 23.88 0.37 292.02 0.38 ----- 0.38 ----- ----- ----- - Reservoir Report ' Page 1 Reservoir No. 1 Detention Basin No. 1 Culvert/ Orifice Structures Weir Structures [A] [Bl [C] [A] [B] [C] ' Rise(in) = 24.0 0.0 0.0 Crest Len (ft) = 0.0 0.0 0.0 Span (in) = 24.0 0.0 0.0 Crest El. (ft) = 0.00 0.00 0.00 ' No. Barrels = 1 0 0 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 292.00 0.00 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 110.0 0.0 0.0 Multi-Stage = No No No ' Slope(%) = 4.60 0.00 0.00 N-Value = .015 .013 .013 Orif.Coeff. = 0.50 0.60 0.60 ' Multi-Stage = ----- No No Tailwater Elevation = 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage / Storage / Discharge Table ' Stage Storage Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 292.00 0.00 =__ ___ ___ ___ ___ 0.00 0.2 1,250 292.20 3.99 3.99 0.4 2,500 292.40 5.64 --- --- --- --- --- 5.64 0.6 3,750 292.60 6.90 --- --- -- --- --- 6.90 0.8 5,000 292.80 7.97 --- 7.97 --- --- --- --- 1.0 6,250 293.00 8.91 8.91 1.2 7,500 293.20 9.76 --- --- --- --- --- 9.76 1.4 8,750 293.40 10.55 ___ _-_ 10.55 ___ ___ ___1.6 10,000 293.60 11.28 11.28 1.8 11,250 293.80 11.96 --- --- --- --- --- 11.96 2.0 12,500 294.00 12.60 --- --- --- --- --- 12.60 1 2.2 15,910 294.20 13.81 ___ ___ ___ ___ __- 13.81 2.4 19,320 294.40 14.91 14.91 2.6 22,730 294.60 15.94 --- --- --- --- --- 15.94 2.8 26,140 294.80 16.91 --- 16.91 3.0 29,550 295.00 17.83 --- --- 17.83 3.2 32.960 295.20 1 R 7n --- --- --- __ 1 0 7n Detention Basin No.1 Page 2 Stage / Storage / Discharge Table ' Stage Storage Elevation CUM A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 5.2 74,650 297.20 25.83 25.83 --- --- --- -_ _-- 5.4 79,325 297.40 26.44 26.44 5.6 84,000 297.60 27.03 --- --- --- --- --- 27.03 5.8 88,675 297.80 27.61 --- --- --- --- --- 27.61 ' 6.0 93,350 298.00 28.18 28.18 --- --- --- --- --- 6.1 94,643 298.05 28.32 28.32 6.1 95,935 298.10 28.46 --- --- --- --- --- 28.46 6.2 97,228 298.15 28.60 28.60 --- --- --- --- _- 6.2 98,521 298.20 28.74 28.74 6.3 99,814 298.25 28.88 --- --- --- --- --- 28.88 6.3 101,106 298.30 29.02 --- --- --- --- --- 29.02 6.4 102,399 298.35 29.15 --- 29.15 --- --- --- --- 6.4 103,692 298.40 29.29 29.29 6.5 104,984 298.45 29.42 --- --- --- --- --- 29.42 6.5 106,277 298.50 29.56 --- --- --- --- --- 29.56 w Hydrograph Report ' Page 1 Hyd. No. 4 Existing Area 4 Hydrograph type = SCS Runoff Peak discharge = 0.88 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 3.04 ac Curve number = 60 Basin Slope = 0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 6 min Total precip. = 3.20 in Distribution = Type III ' Storm duration = 24 hrs Shape factor = 484 Total Volume=4,637 cult,0.106 acft ' Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow ' (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) 12.00 0.18 12.57 0.31 13.13 0.19 13.70 0.17 ' 12.02 0.29 12.58 0.29 13.15 0.19 13.72 0.16 12.03 0.43 12.60 0.28 13.17 0.19 13.73 0.16 12.05 0.57 12.62 0.27 13.18 0.19 13.75 0.16 ' 12.07 0.70 12.63 0.27 13.20 0.19 13.77 0.16 12.08 0.80 12.65 0.26 13.22 0.19 13.78 0.16 12.10 0.86 12.67 0.26 13.23 0.18 13.80 0.16 12.12 0.88 << 12.68 0.26 13.25 0.18 13.82 0.16 ' 12.13 0.87 12.70 0.26 13.27 0.18 13.83 0.16 12.15 0.84 12.72 0.25 13.28 0.18 13.85 0.16 12.17 0.80 12.73 0.25 13.30 0.18 13.87 0.16 12.18 0.76 12.75 0.25 13,32 0.18 13.88 0.16 12.20 0.73 12.77 0.25 13.33 0.18 13.90 0.15 12.22 0.71 12.78 0.24 13.35 0.18 13.92 0.15 12.23 0.69 12.80 0.24 13.37 0.18 13.93 0.15 ' 12.25 0.68 12.82 0.24 13.38 0.18 13.95 0.15 12.27 0.68 12.83 0.24 13.40 0.18 13.97 0.15 12.28 0.67 12.85 0.23 13.42 0.18 13.98 0.15 12.30 0.66 12.87 0.23 13.43 0.18 14.00 0.15 12.32 0.65 12.88 0.23 13.45 0.18 14.02 0.15 12.33 0.63 12.90 0.22 13.47 0.18 14.03 0.15 12.35 0.62 12.92 0.22 13.48 0.17 14.05 0.15 12.37 0.60 12.93 0.22 13.50 0.17 14.07 0.15 12.38 0.58 12.95 0.21 13.52 0.17 14.08 0.15 12.40 0.56 12.97 021 13 53 n 17 IA In n I n ' Existing Area 4 Page 2 Hydrograph Discharge Table ' Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) ' 14.27 0.14 15.10 0.12 14.28 0.14 15.12 0.12 14.30 0.14 15.13, 0.12 14.32 0.14 15.15 0.12 14.33 0.14 15.17 0.12 14.35 0.14 15.18 0.12 14.37 0.14 15.20 0.12 14.38 0.14 15.22 0.12 14.40 0.14 15.23 0.12 14.42 0.14 15.25 0.12 14.43 0.14 15.27 0.11 14.45 0.14 15.28 0.11 14.47 0.14 15.30 0.11 14.48 0.14 15.32 0.11 ' 14.50 0.14 15.33 0.11 14.52 0.14 15.35 0.11 14.53 0.13 15.37 0.11 14.55 0.13 15.38 0.11 14.57 0.13 15.40 0.11 14.58 0.13 15.42 0.11 14.60 0.13 15.43 0.11 ' 14.62 0.13 15.45 0.11 14.63 0.13 15.47 0.11 14.65 0.13 15.48 0.11 14.67 0.13 15.50 0.11 14.68 0.13 15.52 0.11 14.70 0.13 15.53 0.11 14.72 0.13 15.55 0.11 ' 14.73 0.13 15.57 0.11 14.75 0.13 15.58 0.10 14.77 0.13 15.60 0.10 14.78 0.13 15.62 0.10 14.80 0.13 15.63 0.10 14.82 0.13 15.65 0.10 14.83 0.13 15.67 0.10 14.85 0.13 15.68 0.10 14.87 0.13 15.70 0.10 14.88 0.13 15.72 0.10 14.90 0.13 ' 14.92 0.12 14.93 0.12 ...End 4 A nC n d n Hydrograph Report Page 1 Hyd. No. 5 Proposed Area 4 Hydrograph type = SCS Runoff Peak discharge = 5.23 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 3.85 ac Curve number = 76 Basin Slope = 0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 3.20 in Distribution = Type III ' Storm duration = 24 hrs Shape factor = 484 Total Volume=16,580 cult,0.381 acft ' Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) 11.12 0.10 11.68 0.56 12.25 2.63 12.82 0.72 11.13 0.11 11.70 0.62 12.27 2.55 12.83 0.71 11.15 0.11 11.72 0.68 12.28 2.48 12.85 0.69 11.17 0.12 11.73 0.74 12.30 2.40 12.87 0.68 ' 11.18 0.12 11.75 0.80 12.32 2.32 12.88 0.67 11.20 0.13 11.77 0.87 12.33 2.24 12.90 0.66 11.22 0.13 11.78 0.94 12.35 2.15 12.92 0.65 11.23 0.14 11.80 1.01 12.37 2.07 12.93 0.64 ' 11.25 0.14 11.82 1.08 12.38 1.98 12.95 0.63 11.27 0.15 11.83 1.17 12.40 1.89 12.97 0.62 11.28 0.15 11.85 1.25 12.42 1.80 12.98 0.61 11.30 0.16 11.87 1.34 12.43 1.70 13.00 0.60 ' 11.32 0.16 11.88 1.43 12.45 1.61 13.02 0.59 11.33 0.17 11.90 1.52 12.47 1.51 13.03 0.58 11.35 0.17 11.92 1.63 12.48 1.41 13.05 0.57 11.37 0.18 11.93 1.78 12.50 1.31 13.07 0.56 11.38 0.19 11.95 1.99 12.52 1.22 13.08 0.56 11.40 0.19 11.97 2.29 12.53 1.12 13.10 0.55 11.42 0.20 11.98 2.69 12.55 1.04 13.12 0.55 ' 11.43 0.21 12.00 3.19 12.57 0.97 13.13 0.54 11.45 0.21 12.02 3.76 12.58 0.92 13.15 0.54 11.47 0.22 12.03 4.33 12.60 0.88 13.17 0.54 11.48 0.23 12.05 4.81 12.62 0.85 13.18 0.53 11.50 0.23 12.07 5.13 12.63 0.83 13.20 0.53 11.52 0.24 12.08 5 ?3 << 19 FS n f27 112 77 „ r-0 ' Proposed Area 4 Page 2 Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) 13.38 0.50 14.22 0.38 15.05 0.31 15.88 0.24 13.40 0.50 14.23 0.38 15.07 0.31 15.90 0.23 13.42 0.50 14.25, 0.38 15.08 0.31 15.92 0.23 13.43 0.50 14.27 0.37 15.10 0.31 15.93 0.23 13.45 0.49 14.28 0.37 15.12 0.30 15.95 0.23 13.47 0.49 14.30 0.37 15.13 0.30 15.97 0.23 13.48 0.49 14.32 0.37 15.15 0.30 15.98 0.23 ' 13.50 0.49 14.33 0.37 15.17 0.30 16.00 0.22 13.52 0.48 14.35 0.37 15.18 0.30 16.02 0.22 13.53 0.48 14.37 0.37 15.20 0.30 16.03 0.22 13.55 0.48 14.38 0.36 15.22 0.29 16.05 0.22 13.57 0.48 14.40 0.36 15.23 0.29 16.07 0.22 13.58 0.47 14.42 0.36 15.25 0.29 16.08 0.22 13.60 0.47 14.43 0.36 15.27 0.29 16.10 0.22 13.62 0.47 14.45 0.36 15.28 0.29 16.12 0.22 13.63 0.46 14.47 0.36 15.30 0.29 16.13 0.22 13.65 0.46 14.48 0.36 15.32 0.29 16.15 0.21 ' 13.67 0.46 14.50 0.36 15.33 0.28 16.17 0.21 13.68 0.46 14.52 0.35 15.35 0.28 16.18 0.21 13.70 0.45 14.53 0.35 15.37 0.28 16.20 0.21 13.72 0.45 14.55 0.35 15.38 .0.28 16.22 0.21 ' 13.73 0.45 14.57 0.35 15.40 0.28 16.23 0.21 13.75 0.44 14.58 0.35 15.42 0.28 16.25 0.21 13.77 0.44 14.60 0.35 15.43 0.28 16.27 0.21 13,78 0,44 14.62 0,35 15,45 0.27 16.28 0.21 ' 13.80 0.44 14.63 0.34 15.47 0.27 16.30 0.21 13.82 0.43 14.65 0.34 15.48 0.27 16.32 0.21 13.83 0.43 14.67 0.34 15.50 0.27 16.33 0.21 13.85 0.43 14.68 0.34 15.52 0.27 16.35 0.21 13.87 0.43 14.70 0.34 15.53 0.27 16.37 0.21 13.88 0.42 14.72 0.34 15.55 0.27 16.38 0.21 13.90 0.42 14.73 0.34 15.57 0.26 16.40 0.20 ' 13.92 0.42 14.75 0.33 15.58 0.26 16.42 0.20 13.93 0.41 14.77 0.33 15.60 0.26 16.43 0.20 13.95 0.41 14.78 0.33 15.62 0.26 16.45 0.20 ' 13,97 0.41 14.80 0.33 15.63 0.26 16.47 0.20 13.98 0.41 14.82 0.33 15.65 0.26 16.48 0.20 14.00 0.40 14.83 0.33 15.67 0.25 16.50 0.20 14.02 0.40 14.85 0.33 15.68 0.25 16.52 0.20 14.03 0.40 14.87 0.33 15.70 0.25 16.53 0.20 14.05 0.39 14.88 0.32 15.72 0.25 16.55 0.20 4 A r%7 n o n - Proposed Area 4 Page 3 ' H dro ra h Discharge Table Y 9 p 9 Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) ' 16.72 0.19 17.55 0.16 18.38 0.13 19.22 0.12 16.73 0.19 17.57 0.16 18.40 0.13 19.23 0.12 16.75 0.19 17.58 0.16 18.42 0.13 19.25 0.12 16.77 0.19 17.60 0.16 18.43 0.13 19.27 0.12 16.78 0.19 17.62 0.16 18.45 0.13 19.28 0.12 16.80 0.19 17.63 0.16 18.47 0.13 19.30 0.12 16.82 0.19 17.65 0.15 18.48 0.13 19.32 0.12 16.83 0.19 17.67 0.15 18.50 0.13 19.33 0.12 16.85 0.19 17.68 0.15 18.52 0.13 19.35 0.12 16.87 0.19 17.70 0.15 18.53 0.13 19.37 0.12 ' 16.88 0.19 17.72 0.15 18.55 0.13 19.38 0.12 16.90 0.19 17.73 0.15 18.57 0.13 19.40 0.12 16.92 0.18 17.75 0.15 18.58 0.13 19.42 0.12 16.93 0.18 17.77 0.15 18.60 0.13 19.43 0.12 ' 16.95 0.18 17.78 0.15 18.62 0.13 19.45 0.12 16.97 0.18 17.80 0.15 18.63 0.13 19.47 0.12 16.98 0.18 17.82 0.15 18.65 0.13 19.48 0.12 17.00 0.18 17.83 0.15 18.67 0.13 19.50 0.12 ' 17.02 0.18 17.85 0.15 18.68 0.13 19.52 0.12 17.03 0.18 17.87 0.15 18.70 0.13 19.53 0.12 17.05 0.18 17.88 0.15 18.72 0.13 19.55 0.12 ' 17.07 0.18 17.90 0.14 18.73 0.13 19.57 0.12 17.08 0.18 17.92 0.14 18.75 0.13 19.58 0.12 17.10 0.18 17.93 0.14 18.77 0.13 19.60 0.12 17.12 0.18 17.95 0.14 18.78 0.13 19.62 0.12 ' 17.13 0.18 17.97 0.14 18.80 0.13 19.63 0.12 17.15 0.18 17.98 0.14 18.82 0.13 19.65 0.12 17.17 0.17 18.00 0.14 18.83 0.13 19.67 0.12 ' 17.18 0.17 18.02 0.14 18.85 0.13 19.68 0.12 17.20 0.17 18.03 0.14 18.87 0.13 19.70 0.12 17.22 0.17 18.05 0.14 18.88 0.13 19.72 0.12 17.23 0.17 18.07 0.14 18.90 0.13 19.73 0.12 ' 17.25 0.17 18.08 0.14 18.92 0.1.3 19.75 0.12 17.27 0.17 18.10 0.14 18.93 0.13 19.77 0.12 17.28 0.17 18.12 0.14 18.95 0.13 19.78 0.12 17.30 0.17 18.13 0.14 18.97 0.13 19.80 0.12 17.32 0.17 18.15 0.14 18.98 0.13 19.82 0.12 17.33 0.17 18.17 0.14 19.00 0.13 19.83 0.12 17.35 0.17 18.18 0.14 19.02 0.13 19.85 0.12 17.37 0.17 18.20 0.14 19.03 0.13 19.87 0.12 17.38 0.17 18.22 0.14 19.05 0.13 19.88 0.12 17 n n n 17 4 0 70 A .. .- -- - -- Proposed Area 4 Page 4 ' Hydrograph Discharge Table ' Time - Outflow Time -- Outflow (hrs cfs) (hrs cfs) ' 20.05 0.11 20.88 0.10 20.07 0.11 20.90 0.10 20.08 0.11 20.92 0.10 ' 20.10 0.11 20.93 0.10 20.12 0.11 20.95 0.10 20.13 0.11 20.97 0.10 20.15 0.11 20.98 0.10 ' 20.17 0.11 21.00 0.10 20.18 0.11 21.02 0.10 20.20 0.11 21.03 0.10 ' 20.22 0.11 21.05 0.10 20.23 0.11 21.07 0.10 20.25 0.11 21.08 0.10 20.27 0.11 21.10 0.10 ' 20.28 0.11 21.12 0.10 20.30 0.11 21.13 0.10 20.32 0.11 21.15 0.10 20.33 0.11 ' 20.35 0.11 20.37 0.11 ...End 20.38 0.11 ' 20.40 0.11 20.42 0.11 20.43 0.11 20.45 0.11 20.47 0.11 20.48 0.11 20.50 0.11 ' 20.52 0.11 20.53 0.11 20.55 0.11 20.57 0.11 ' 20.58 0.11 20.60 0.11 20.62 0.11 20.63 0.11 ' 20.65 0.11 20.67 0.11 20.68 0.11 20.70 0.11 20.72 0.11 7n 73 n 1 i Hydrograph Report ' Page 1 Hyd. No. 6 ' Basin No. 2 ' Hydrograph type = Reservoir Peak discharge = 0.90 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 5 Reservoir name = Detention Basin Max. Elevation = 304.66 ft' Max. Storage = 5,499 cuft Storage Indication method used. Total Volume=16,525 cuft,0.379 acft ' Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow ' (hrs) Ids) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 11.28 0.15 303.53 0.54 0.10 ----- ----- ----- ----- 0.10 11.30 0.16 303.54 0.56 0.11 ----- ----- ----- ----- 0.11 ' 11.32 0.16 303.54 0.58 0.11. ----- ---- ----- -- 0.11 11.33 0.17 303.54 0.60 0.12 ----- ----- ----- --- - 0.12 11.35 0.17 303.54 0.62 0.12 ----- ----- ----- ----- 0.12 11.37 0.18 303.54 0.64 0.12 ----- ----- ----- ----- 0.12 11.38 0.19 303.54 0.67 0.13 ----- ----- ----- ----- 0.13 11.40 0.19 303.54 0.69 0.13 ----- ----- ----- ----- 0.13 11.42 0.20 303.55 0.72 0.14 ----- ----- ----- ----- 0.14 11.43 0.21 303.55 0.74 0.14 _____ _____ _____ ____= 0.14 11.45 0.21 303.55 0.77 0.15 0.15 11.47 0.22 303.55 0.79 0.15 ----- ----- ----- ----- 0.15 11.48 0.23 303.55 0.80 0.15 ----- ----- ----- ---- 0.15 ' 11.50 0.23 303.56 0.81 0.16 _____ _____ _____ _--- 0.16 11.52 0.24 303.56 0.83 0.16 ---- 0.16 11.53 0.25 303.56 0.84 0.16 ----- ----- ----- ----- 0.16 ' 11.55 0.27 303.56 0.86 0.16 -- ---- _____ ___=_ ____ 0.16 11.57 0.29 303.57 0.88 0.17 0.17 11.58 0.31 303.57 0.90 0.17 ----- ----- ----- ----- 0.17 11.60 0.34 303.57 0.92 0.18 ----- ----- ----- ----- 0.18 ' 11.62 0.38 303.58 0.96 0.18 _____ _____ _____ ____- 0.18 11.63 0.42 303.58 0.99 0.19 0.19 11.65 0.47 303.59 1.03 0.20 ---- ----- ----- ----- 0.20 ' 11.67 0.51 303.60 1.08 0.21 ----- ----- ----- ---- 0.21 11.68 0.56 303.61 1.13 0.22 ----- ----- ----- ----- 022 11.70 0.62 303.62 1.18 0.23 ----- ----- ----- ----- 0.23 11.72 0.68 303.63 1.23 0.24 ----- ----- ----- ----- 0.24 ' 11.73 0.74 303.64 1.29 0.25 0.25 ----- ----- ----- ----- 11.75 0.80 303.65 1.36 0.26 0.26 4 4 77 n 07 .. __ Basin No.2 Page 2 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs (cfs) (cfs) (cfs) (cfs) (cfs) ' 11.92 1.63 303.88 2.14 0.41 _____ ____= _____ ____= 0.41 11.93 1.78 303.91 2.23 0.43 0.43 11.95 1.99 303.95 2.34 0.45 ----- ----- ---- ----- 0.45 11.97 2.29 303.99 2.45 0.47 ----- ----- ----- ----- 0.47 11.98 2.69 304.02 2.48 0.48 0.48 ----- ----- ---- ---- 12.00 3.19 304.04 2.50 0.49 0.49 12.02 3.76 304.07 2.52 0.51 ----- ----- ----- ----- 0.51 ' 12.03 4.33 304.10 2.55 0.52 _____ ____- =_==_ ___-- 0.52 12.05 4.81 304.13 2.58 0.54 0.54 12.07 5.13 304.17 2.62 0.56 ----- ----- ----- ----- 0.56 12.08 5.23 << 304.21 2.69 0.59 ----- ----- ----- ----- 0.59 ' 12.10 5.13 304.26 2.83 0.63 ----- ----- ----- ----- 0.63 12.12 4.86 304.30 2.96 0.66 ----- ----- ----- ----- 0.66 12.13 4.48 304.33 3.08 0.70 ----- ----- ----- ----- 0.70 12.15 4.06 304.36 3.18 0.73 ----- ----- ----- ----- 0.73 12.17 3.66 304.39 3.28 0.75 ----- ----- ----- --- 0.75 12.18 3.33 304.42 3.33 0.77 ----- ----- ----- ----- 0.77 12.20 3.07 304.44 3.37 0.78 ----- ----- ----- ----- 0.78 12.22 2.88 304.46 3.40 0.79 ----- ----- ----- ----- 0.79 12.23 2.74 304.48 3.44 0.80 ----- ----- ----- ----- 0.80 12.25 2.63 304.49 3.47 0.81 ----- ----- ----- ----- 0.81 12.27 2.55 304.51 3.49 0.82 ----- ----- ----- ----- 0.82 ' 12.28 2.48 304.52 3.52 0.83 ----- ----- ----- - -- 0.83 12.30 2.40 304.54 3.55 0.84 ----- ----- ----- ----- 0.84 12.32 2.32 304.55 3.57 0.85 ----- ----- ---- ----- 0.85 12.33 2.24 304.57 3.59 0.85 -----' ----- ----- ----- 0.85 12.35 2.15 304.58 3.61 0.86 ----- ----- ----- ----- 0.86 12.37 2.07 304.59 3.63 0.87 ----- ----- ----- ----- 0.87 12.38 1.98 304.60 3.65 0.87 ----- ----- ----- ----- 0.87 ' 12.40 1.89 304.61 3.67 0.88 0.88 ----- ----- ----- ----- 12.42 1.80 304.62 3.69 0.88 0.88 12.43 1.70 304.63 3.70 0.88 ----- ----- ----- _____ 0.88 12.45 1.61 304.63 3.72 0.89 ----- ----- ----- -----' 0.89 12.47 1.51 304.64 3.73 0.89 ----- ----- ----- . --- 0.89 12.48 1.41 304.64 3.74 0.89 ----- ----- _____ ----- 0.89 12.50 1.31 304.65 3.75 0.89 ----- ----- ----- ----- 0.89 12.52 1.22 304.65 3.75 0.90 ----- ----- ----- ----- 0.90 12.53 1.12 304.65 3.76 0.90 ----- ----- ----- ----- 0.90 12.55 1.04 304.66 3.76 0.90 ----- ---- ----- ----- 0.90 12.57 0.97 304.66 3.76 0.90 -----' ----- ----- ----- 0.90 12.58 0.92 304.66 3.76 0.90 ----- ----- --- ----- 0.90 ----- 12.60 0.88 304.66 3.76 0.90 ----- -___ ----- 0.90<< 1 - Basin No.2 Page 3 Hydrograph Discharge Table 1 Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (Cfs) (cfs) (cfs) (cfs) 12.75 0.76 304.65 3.75 0.90 ----- ----- ----- ---- 0.90 12.77 0.75 304.65 3.75 0.89 0.89 12.78 0.74 304.65 3.74 0.89 ----- ----- ----- ----- 0.89 12.80 0.73 304.64 3.74 0.89 ----- ----- ----- ----- 0.89 12.82 0.72 304.64 3.74 0.89 0.89 ----- ----- ----- ----- 12.83 0.71 304.64 3.73 0.89 0.89 12.85 0.69 304.64 3.73 0.89 ----- ----- ----- ----- 0.89 12.87 0.68 304.64 3.73 0.89 ----- ----- ----- ----- 0.89 12.88 0.67 304.64 3.72 0.89 ----- ----- ----- ----- 0.89 12.90 0.66 304.63 3.72 0.89 ---- ----- ----- ----- 0.89 12.92 0.65 304.63 3.71 0.89 ----- ---- ----- ----- 0.89 ' 12.93 0.64 304.63 3.71 0.89 ----- ----- ----- ----- 0.89 12.95 0.63 304.63 3.71 0.88 ----- ----- ----- ----- 0.88 12.97 0.62 304.63 3.70 0.88 ----- ----- ----- ----- 0.88 12.98 0.61 304.62 3.70 0.88 ----- ----- ----- ----- 0.88 13.00 0.60 304.62 3.69 0.88 ----- ----- ----- ----- 0.88 13.02 0.59 304.62 3.69 0.88 ----- ----- ----- ----- 0.88 13.03 0.58 304.62 3.68 0.88 ----- ----- ----- ----- 0.88 ' 13.05 0.57 304.61 3.68 0.88 ----- ----- ----- _____ 0.88 13.07 0.56 304.61 3.67 0.88 ----- ----- ----- _____ 0.88 13.08 0.56 304.61 3.67 0.87 ----- ----- ----- ----- 0.87 13.10 0.55 304.60 3.66 0.87 ----- ----- _____ _____ 0.87 13.12 0.55 304.60 3.65 0.87 ---- ----- ----- ----- 0.87 t 13.13 0.54 304.60 3.65 0.87 ----- ----- ----- ---- 0.87 13.15 0.54 304.60 3.64 0.87 ----- ----- ----- ----- 0.87 13.17 0.54 304.59 3.64 0.87 ----- ----- ----- ----- 0.87 13.18 0.53 304.59 3.63 0.87 ----- ----- _ ___ ----- 0.87 13.20 0.53 304.59 3.63 0.86 ----- ----- ----- ----- 0.86 13.22 0.53 304.58 3.62 0.86 ----- ----- ----- ----- 0.86 ' 13.23 0.53 304.58 3.62 0.86 ----- __=__ ----- -_-- 0.86 13.25 0.52 304.58 3.61 0.86 0.86 13.27 0.52 304.57 3.61 0.86 ----- ----- ----- ----- 0.86 13.28 0.52 304.57 3.60 0.86 ----- ----- ----- ----- 0.86 13.30 0.52 304.57 3.60 0.85 ----- --- ----- ---- 0.85 13.32 0.51 304.57 3.59 0.85 0.85 13.33 0.51 304.56 3.59 0.85 ----- ----- ----- ----- 0.85 ' 13.35 0.51 304.56 3.58 0.85 ----- ----- ----- ----- 0.85 13.37 0.51 304.56 3.57 0.85 0.85 13.38 0.50 304.55 3.57 0.85 ----- ---- ----- ----- 0.85 13.40 0.50 304.55 3.56 0.84 ----- ----- ----- ----- 0.84 ' 13.42 0.50 304.55 3.56 0.84 ----- ----- ----- ----- 0.84 13.43 0.50 304.54 3.55 0.84 ----- ----- ----- ----- 0.84 Basin No.2 Page 4 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs (cfs) (cfs) (cfs) (cfs) (cfs) ' 13.58 0.47 304.52 3.50 0.83 ---- ----- ___-- ----- 0.83 13.60 0.47 304.51 3.50 0.82 0.82 13.62 0.47 304.51 3.49 0.82 ---- _____ _____ _____ 0.82 13.63 0.46 304.51 3.49 0.82 ---- ----- ----- ----- 0.82 13.65 0.46 304.50 3.48 0.82 ---- ----- ----- ----- 0.82 13.67 0.46 304.50 3.48 0.82 0.82 13.68 0.46 304.50 3.47 0.81 ----- ----- ----- ----- 0.81 13.70 0.45 304.49 3.46 0.81 ----- ----- ----- ----- 0.81 13.72 0.45 304.49 3.46 0.81 0.81 13.73 0.45 304.49 3.45 0.81 ----- ----- ----- ----- 0.81 13.75 0.44 304.48 3.45 0.81 ---- ----- ----- ----- 0.81 13.77 0.44 304.48 3.44 0.81 ----- ----- ----- ----- 0.81 13.78 0.44 304.48 3.44 0.80 ----- ----- ----- ----- 0.80 13.80 0.44 304.47 3.43 0.80 ----- ----- ----- ----- 0.80 13.82 0.43 304.47 3.42 0.80 ----- ----- ----- ----- 0.80 13.83 0.43 304.47 3.42 0.80 ----- ----- ----- ----- 0.80 13.85 0.43 304.46 3.41 0.80 ----- ----- ----- ----- 0.80 13.87 0.43 304.46 3.41 0.79 ---- ----- ----- ----- 0.79 13.88 0.42 304.46 3.40 0.79 ----- ----- ----- ----- 0.79 13.90 0.42 304.45 3.40 0.79 ----- ----- ----- ----- 0.79 13.92 0.42 304.45 3.39 0.79 ----- ----- ----- ----- 0.79 13.93 0.41 304.45 3.38 0.79 ----- ---- ----- _____ 0.79 13.95 0.41 304.44 3.38 0.79 ----- ----- ----- _____ 0.79 13.97 0.41 304.44 3.37 0.78 ----- ----- ----- ----- 0.78 13.98 0.41 304.44 3.37 0.78 ----- ----- ----- ----- 0.78 14.00 0.40 304.43 3.36 0.78 ----- ----- ----- ----- 0.78 14.02 0.40 304.43 3.35 0.78 ----- ----- _____ _____ 0.78 14.03 0.40 304.43 3.35 0.78 ----- ----- _____ _____ 0.78 14.05 0.39 304.42 3.34 0.77 ----- ----- ----- ----- 0.77 14.07 0.39 304.42 3.34 0.77 0.77 ----- _---- ----- ----- 14.08 0.39 304.42 3.33 0.77 0.77 14.10 0.39 304.41 3.32 0.77 ----- ----- ----- ----- 0.77 14.12 0.39 304.41 3.32 0.77 ----- ----- ----- ----- 0.77 14.13 0.38 304.41 3.31 0.77 ----- ----- ----_ _-___ 0.77 14.15 0.38 304.40 3.31 0.76 ----- ----- ----- ----- 0.76 14.17 0.38 304.40 3.30 0.76 ----- ----- ----- ----- 0.76 ' 14.18 0.38 304.40 3.29 0.76 ----- ----- ----- ----- 0.76 14.20 0.38 304.39 3.28 0.75 ----- ----- ----- ---- 0.75 14.22 0.38 304.39 3.26 0.75 ----- ----- ----- ----- 0.75 14.23 0.38 304.39 3.25 0.75 ----- ----- ----- ----- 0.75 ' 14.25 0.38 304.38 3.24 0.74 ---- ---- ---- _--- 0.74 14.27 0.37 304.38 3.23 0.74 0.74 Basin No.2 Page 5 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A CUM B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 14.42 0.36 304.35 3.13 0.71 _-___ _____ -____ ____= 0.71 14.43 0.36 304.35 3.12 0.71 0.71 14.45 0.36 304.34 3.11 0.71 ----- ----- ----- ----- 0.71 14.47 0.36 304.34 3.10 0.71 ----- ----- ----- ----- 0.71 14.48 0.36 304.34 3.09 0.70 ----- ----- ----- ----- 0.70 14.50 0.36 304.33 3.08 0.70 ----- ----- ----- ---- 0.70 14.52 0.35 304.33 3.07 0.70 ----- ----- ----- ----- 0.70 14.53 0.35 304.33 3.06 0.69 ----- ----- ----- ----- 0.69 14.55 0.35 304.32 3.05 0.69 ----- ----- ----- ----- 0.69 14.57 0.35 304.32 3.04 0.69 ----- ----- 0.69 14.58 0.35 304.32 3.03 0.69 ----- ----- ----- ----- 0.69 ' 14.60 0.35 304.32 3.02 0.68 ----- ----- ----- ----- 0.68 14.62 0.35 304.31 3.01 0.68 0.68 14.63 0.34 304.31 3.00 0.68 ----- ----- ----- ----- 0.68 14.65 0.34 304.31 2.99 0.67 ----- ----- ----- ----- 0.67 14.67 0.34 304.30 2.98 0.67 0.67 ----- ----- ----- ----- 14.68 0.34 304.30 2.97 0.67 0.67 14.70 0.34 304.30 2.96 0.67 ----- ----- ----- ----- 0.67 14.72 0.34 304.29 2.95 0.66 ----- ----- ----- ----- 0.66 14.73 0.34 304.29 2.94 0.66 ----- ----- ----- ----- 0.66 14.75 0.33 304.29 2.93 0.66 ----- ----- ----- ----- 0.66 14.77 0.33 304.29 2.92 0.66 ----- ----- ----- ----- 0.66 ' 14.78 0.33 304.28 2.91 0.65 0.65 ----- _--- ---- ----- 14.80 0.33 304.28 2.90 0.65 0.65 14.82 0.33 304.28 2.90 0.65 ----- ----- ----- ----- 0.65 14.83 0.33 304.27 2.89 0.64 ----- ----- ----- ----- 0.64 ' 14.85 0.33 304.27 2.88 0.64 ----- ----- ----- ----- 0.64 14.87 0.33 304.27 2.87 0.64 ---- ----- 0.64 14.88 0.32 304.27 2.86 0.64 ----- ----- ----- ----- 0.64 14.90 0.32 304.26 2.85 0.63 ----- ----- ----- ----- 0.63 14.92 0.32 304.26 2.84 0.63 ----- ----- ----- ----- 0.63 14.93 0.32 304.26 2.83 0.63 ----- ----- ----- ----- 0.63 14.95 0.32 304.25 2.82 0.63 ----- ----- ----- ----- 0.63 ' 14.97 0.32 304.25 2.81 0.62 ----- ----- ----- ----- 0.62 14.98 0.32 304.25 2.80 0.62 ----- ----- ----- ---- 0.62 15.00 0.31 304.25 2.79 0.62 ----- ----- ----- ----- 0.62 15.02 0.31 304.24 2.78 0.62 0.62 --_-- ----- ----- ----- 15.03 0.31 304.24 2.78 0.61 0.61 15.05 0.31 304.24 2.77 0.61 ----- ----- ----- ----- 0.61 15.07 0.31 304.23 2.76 0.61 ----- ----- ----- ----- 0.61 15.08 0.31 304.23 2.75 0.61 ----- ----- ----- --- - 0.61 15.10 0.31 304.23 2.74 0.60 ----- ----- ----- ----- 0.60 - Basin No,2 Page 6 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (Cfs) (ft) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) 15.25 0.29 304.21 2.66 0.58 ----- ---_ ----- ----- 0.58 15.27 0.29 304.20 2.65 0.58 ----- ----- ----- ----- 0.58 15.28 0.29 304.20 2.64 0.58 ----- ----- ----- ----- 0.58 15.30 0.29 304.20 - 2.64 0.57 ----- ----- ----- ----- 0.57 15.32 0.29 304.20 2.64 0.57 0.57 ----- ----- ----- ----- 15.33 0.28 304.19 2.64 0.57 0.57 15.35 0.28 304.19 2.63 0.57 ----- ----- ----- ----- 0.57 15.37 0.28 304.19 2.63 0.57 ----- ----- ----- ----- 0.57 15.38 0.28 304.19 2.63 0.57 ----- ---- ----- ----- 0.57 15.40 0.28 304.18 2.63 0.57 - ----- ----- 0.57 15.42 0.28 304.18 2.62 0.56 ----- ----- ----- ----- 0.56 15.43 0.28 304.18 2.62 0.56 ----- ----_ ----- 0.56 15.45 0.27 304.17 2.62 0.56 0.56 15.47 0.27 304.17 2.62 0.56 ----- ----- ----- ----- 0.56 15.48 0.27 304.17 2.61 0.56 ----- ----- ----- ----- 0.56 15.50 0.27 304.17 2.61 0.56 ----- -_--- ----- ----- 0.56 15.52 0.27 304.16 2.61 0.56 0.56 15.53 0.27 304.16 2.61 0.56 ----- ----- ----- ----- 0.56 15.55 0.27 304.16 2.60 0.55 ----- ---- ----- ---- 0.55 15.57 0.26 304.16 2.60 0.55 ----- ----- ----- 0.55 15.58 0.26 304.15 2.60 0.55 ----- --=- ----- ----- 0.55 15.60 0.26 304.15 2.60 0.55 ----- ----- ----- ----- 0.55 15.62 0.26 304.15 2.60 0.55 ----- ----- ---- --- 0.55 15.63 0.26 304.15 2.59 0.55 ----- ----- ----- --- - 0.55 15.65 0.26 304.14 2.59 0.55 ----- ----- ----- ----- 0.55 15,67 0,25 304.14 2,59 0,54 ----- ----- ----- ----- 0.54 15.68 0.25 304.14 2,59 0.54 ----- ----- ----- ----- 0.54 15.70 0.25 304.14 2.58 0.54 ----- ----- ----- ---- 0.54 15.72 0.25 304.13 2.58 0.54 ----- ----- ----- ----- 0.54 15.73 0.25 304.13 2.58 0.54 ----- ----- ----- ----- 0.54 15.75 0.25 304.13 2.58 0.54 ----- ----- ----- ----- 0.54 15.77 0.25 304.13 2.57 0.54 ----- ----- ----- ----- 0.54 . 15.78 0.24 304.12 2.57 0.54 ----- ----- ----- ----- 0.54 15.80 0.24 304.12 2.57 0.53 ----- ---- ----- ----- 0.53 15.82 0.24 304.12 2.57 0.53 ----- ----- ----- ----- 0.53 15.83 0.24 304.11 2.56 0.53 ----- ----- ----- ----- 0.53 ' 15.85 0.24 304.11 2.56 0.53 ----- --_- ----- ----- 0.53 15.87 0.24 304.11 2.56 0.53 0.53 15.88 0.24 304.11 2.56 0.53 ----- ----- ----- ----- 0.53 15.90 0.23 304.10 2.56 0.53 ----- ----- ----- ----- 0.53 15.92 0.23 304.10 2.55 0.52 ----- ----- ----- ----- 0.52 15.93 0.23 304.10 2.55 0.52 0.52 Basin No.2 Page 7 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 16.08 0.22 304.07 2.53 0.51 ----- ----- ----- ----- 0.51 16.10 0.22 304.07 2.53 0.51 ----- ----- ----- ----- 0.51 16.12 0.22 304.07 2.52 0.51 ----- ----- ----- ----- 0.51 16.13 0.22 304.07 2.52 0.51 ---- ----- ----- ----- 0.51 16.15 0.21 304.06 2.52 0.51 ----- ----- ----- --- - 0.51 16.17 0.21 304.06 2.52 0.50 ----- ----- ---- ---- 0.50 16.18 0.21 304.06 2.52 0.50 ----- ---- ----- ----- 0.50 16.20 0.21 304.06 2.51 0.50 ----- ----- ----- ----- 0.50 16.22 0.21 304.05 2.51 0.50 ----- ----- ----- ----- 0.50 16.23 0.21 304.05 2.51 0.50 ----- ----- ----- ----- 0.50 16.25 0.21 304.05 2.51 0.50 ----- ----- ----- ----- 0.50 ' 16.27 0.21 304.05 2.50 0.50 ----- ----- ----- ----- 0.50 16.28 0.21 304.04 2.50 0.49 ----- ----- ----- ----- 0.49 16.30 0.21 304.04 2.50 0.49 ----- ----- ----- ----- 0.49 16.32 0.21 304.04 2.50 0.49 ----- ----- ----- ----- 0.49 ' 16.33 0.21 304.04 2.49 0.49 _____ _____ _____ ____- 0.49 16.35 0.21 304.03 2.49 0.49 0.49 16.37 0.21 304.03 2.49 0.49 ----- ----- ----- ----- 0.49 16.38 0.21 304.03 2.49 0.49 ____ _____ _ ____- 0.49 16.40 0.20 304.03 2.49 0.49 0.49 16.42 0.20 304.02 2.48 0.48 ----- ----- ----- ----- 0.48 16.43 0.20 304.02 2.48 0.48 ----- ----- ----- ----- 0.48 ' 16.45 0.20 304.02 2.48 0.48 _____ _____ __ __ _____ 0.48 16.47 0.20 304.02 2.48 0.48 0.48 16.48 0.20 304.01 2.47 0.48 ----- ----- ----- ----- 0.48 16.50 0.20 304.01 2.47 0.48 =____ _____ __==_ _____ 0.48 16.52 0.20 304.01 2.47 0.48 0.48 16.53 0.20 304.01 2.47 0.48 ----- ----- ----- 0.48 16.55 0.20 304.00 2.46 0.47 ----- ----- ----- ----- 0.47 16.57 0.20 304.00 2.46 0.47 _____ ___=_ _ ___ 0.47 16.58 0.20 303.99 2.45 0.47 0.47 16.60 0.20 303.99 2.43 0.47 ----- ----- ----- ----- 0.47 16.62 0.20 303.98 2.41 0.46 ----- ----- ----- ----- 0.46 ' 16.63 0.20 303.97 2.39 0.46 =____ _____ _____ ____- 0.46 16.65 0.20 303.97 2.38 0.46 0.46 16.67 0.19 303.96 2.36 0.45 ----- ----- ----- ----- 0.45 16.68 0.19 303.95 2.34 0.45 ----- ----- ----- ----- 0.45 ' 16.70 0.19 303.95 2.32 0.45 ----- ---- ----- ----- 0.45 16.72 0.19 303.94 2.31 0.44 ----- ----- ----- ----- 0.44 16.73 0.19 303.93 2.29 0.44 ----- ---- ----- ----- 0.44 ' 16.75 0.19 303.93 2.27 0.44 ----- ----- ----- ----- 0.44 16.77 0.19 303.92 2.25 0.43 ----- ----- ----- ----- 0.43 Basin No,2 Page 8 ' Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 16.92 0.18 303.86 2.10 0.40 ----- ----- ----- ---- 0.40 16.93 0.18 303.86 2.08 0.40 0.40 16.95 0.18 303.85 2.07 0.40 ----- ----- ----- ----- 0.40 16.97 0.18 303.85 2.05 0.39 ----- ----- ----- ----- 0.39 16.98 0.18 303.84 2.04 0.39 0.39 ----- ----- _--- ----- 17.00 0.18 303.84 2.02 0.39 0.39 17.02 0.18 303.83 2.00 0.38 ----- ----- ----- ----- 0.38 17.03 0.18 303.83 1.99 0.38 ----- ----- ----- ----- 0.38 ' 17.05 0.18 303.82 1.97 0.38 ----- 0.38 ----- ----- ---_- 17.07 0.18 303.82 1.95 0.38 ----- 0.38 17.08 0.18 303.81 1.94 0.37 ----- ----- ----- ----- 0.37 ' 17.10 0.18 303.80 1.92 0.37 0.37 ----- ----- ----- ----- 17.12 0.18 303.80 1.91 0.37 0.37 17.13 0.18 303.79 1.89 0.36 ----- ----- ----- ----- 0.36 17.15 0.18 303.79 1.87 0.36 ----- ----- ----- ----- 0.36 ' 17.17 0.17 303.79 1.86 0.36 ----- ----- ----- ----- 0.36 17.18 0.17 303.78 1.84 0.35 ----- ----- ----- ----- 0.35 17.20 0.17 303.78 1.83 0.35 ----- ----- ----- ----- 0.35 17.22 0.17 303.77 1.81 0.35 ----- ----- ----- ----- 0.35 17.23 0.17 303.77 1.79 0.34 ----- ----- ----- ----- 0.34 17.25 0.17 303.76 1.78 0.34 ----- ----- ----- ----- 0.34 17.27 0.17 303.76 1.76 0.34 ----- ----- ----- ----- 0.34 ' 17.28 0.17 303.75 1.75 0.34 ----- ----- _--- ----- 0.34 17.30 0.17 303.75 1.74 0.33 0.33 17.32 0.17 303.74 1.72 0.33 ----- ----- ----- ----- 0.33 17.33 0.17 303.74 1.70 0.33 ----- ----- ----- ----- 0.33 17.35 0.17 303.74 1.69 0.32 ----- ----- ----- ----- 0.32 17.37 0.17 303.73 1.67 0.32 ----- 0.32 17.38 0.17 303.73 1.66 0.32 ----- ----- ----- ----- 0.32 17.40 0.17 303.72 1.64 0.32 ----- ----- ----- ----- 0.32 17.42 0.16 303.72 1.63 0.31 0.31 17.43 0.16 303.72 1.61 0.31 ----- ----- ----- ----- 0.31 17.45 0.16 303.71 1.60 0.31 ----- ----- ----- ---- 0.31 ' 17.47 0.16 303.71 1.59 0.30 ----- ----- ----- ----- 0.30 17.48 0.16 303.70 1.57 0.30 ----- ----- ----- ----- 0.30 17.50 0.16 303.70 1.56 0.30 ----- ----- ----- ----- 0.30 ' 17.52 0.16 303.70 1.54 0.30 ----- ----- ----- ---- 0.30 17.53 0.16 303.69 1.53 0.29 0_29 17.55 0.16 303.69 1.51 0.29 ----- ----- ----- ---- 0.29 17.57 0.16 303.69 1.50 0.29 ----- ----- ----- ----- 0.29 ' 17.58 0.16 303.68 1.49 0.29 0.29 ----- ----- _--- ----- 17.60 0.16 303.68 1.47 0.28 0.28 Basin No.2 ' Page 9 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs (cfs) (cfs) (cfs) (cfs) (cfs) ' 17.75 0.15 303.65 1.36 0.26 _____ _=___ ____- 0.26 17.77 0.15 303.65 1.34 0.26 0.26 17.78 0.15 303.65 1.33 0.26 ----- ----- ----- ----- 0.26 17.80 0.15 303.64 •1.31 0.25 ----- ----- ----- ----- 0.25 ' 17.82 0.15 303.64 1.30 0.25 ----- ----- ----- ----- 0.25 17.83 0.15 303.64 1.29 0.25 ----- ----- ----- ----- 0.25 17.85 0.15 303.64 1.28 0.24 ----- ----- ----- ----- 0.24 17.87 0.15 303.63 1.26 0.24 ----- ----- ----- ----- 0.24 ' 17.88 0.15 303.63 1.25 0.24 ----- ----- ----- ----- 0.24 17.90 0.14 303.63 1.24 0.24 ----- ----- ----- ----- 0.24 17.92 0.14 303.63 1.23 0.24 ----- ----- ----- ----- 0.24 ' 17.93 0.14 303.62 1.21 0.23 =____ _____ _____ _____ 0.23 17.95 0.14 303.62 1.20 0.23 0.23 17.97 0.14 303.62 1.19 0.23 ----- ----- ----- ----- 0.23 17.98 0.14 303.62 1.18 0.23 ----- ----- ----- ----- 0.23 ' 18.00 0.14 303.61 1.17 0.22 ----- ---- _____ ____ 0.22 18.02 0.14 303.61 1.16 0.22 ----- _____ ----- ----- 0.22 18.03 0.14 303.61 1.15 0.22 ----- ----- _____ ----- 0.22 18.05 0.14 303.61 1.14 0.22 ----- ----- _____ ----- 0.22 ' 18.07 0.14 303.60 1.13 0.22 ----- ----- _____ ----- 0.22 18.08 0.14 303.60 1.12 0.21 ----- --- ----- 0.21 18.10 0.14 303.60 1.11 0.21 ----- ----- ----- ----- 0.21 ' 18.12 0.14 303.60 1.09 0.21 _____ __y= _____ _____ 0.21 18.13 0.14 303.60 1.08 0.21 0.21 18.15 0.14 303.60 1.07 0.21 ----- ----- ----- ----- 0.21 18.17 0.14 303.59 1.06 0.20 ----- ----- ----- ----- 0.20 ' 18.18 0.14 303.59 1.05 0.20 _____ _____ _=___ _---- 0.20 18.20 0.14 303.59 1.04 0.20 ---- 0.20 18.22 0.14 303.59 1.03 0.20 ----- ----- ----- ----- 0.20 ' 18.23 0.14 303.59 1.02 0.19 _____ _____ _____ ____= 0.19 18.25 0.14 303.59 1.01 0.19 0.19 18.27 0.14 303.58 1.00 0.19 ----- ----- ----- ----- 0.19 18.28 0.13 303,58. 0.99 0.19 ----- ---- ----- ----- 0.19 ' 18.30 0.13 303.58 0.98 0.19 0.19 ----- ----- ----- ----- 18.32 0.13 303.58 0.97 0.19 0.19 18.33 0.13 303.58 0.96 0.18 ----- ----- ----- ----- 0.18 18.35 0.13 303.58 0.95 0.18 ----- ----- ----- ----- 0.18 18.37 0.13 303.58 0.94 0.18 ----- ----- ---- ----- 0.18 18.38 0.13 303.57 0.93 0.18 ----- ----- ---- ----- 0.18 18.40 0.13 303.57 0.93 0.18 ----- ---- ---- ----- 0.18 ' 18.42 0.13 303.57 0.92 0.18 ----- -_-- ----- ----- 0.18 18.43 0.13 303.57 0.91 0.18 40 AC / .1.'t 0.18 Basin No.2 Page 10 ' Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (Cfs) (ft) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) ' 18.58 0.13 303.56 0.86 0.16 =____ _=__ _____ ____= 0.16 18.60 0.13 303.56 0.85 0.16 0.16 18.62 0.13 303.56 0.84 0.16 ----- ----- ----- ----- 0.16 18.63 0.13 303.56 0.84 0.16 ----- ----- ----- ----- 0.16 18.65 0.13 303.56 0.83 0.16 ----- -- _- ___-- __ _- 0.16 18.67 0.13 303.56 0.83 0.16 0.16 18.68 0.13 303.56 0.82 0.16 ----- ----- ----- ----- 0.16 18.70 0.13 303.56 0.82 0.16 ----- ----- ----- ----- 0.16 ' 18.72 0.13 303.56 0.81 0.16 - ----- ----- ----- ----- 0.16 18.73 0.13 303.55 0.81 0.16 ----- ----- ----- ----- 0.16 18.75 0.13 303.55 0.81 0.15 ----- ----- ----- ----- 0.15 ' 18.77 0.13 303.55 0.80 0.15 ----- _____ _____ =__A 0.15 18.78 0.13 303.55 0.80 0.15 0.15 18.80 0.13 303.55 0.79 0.15 ----- ----- ----- ----- 0.15 18.82 0.13 303.55 0.79 0.15 ----- ----- ----- ----- 0.15 ' 18.83 0.13 303.55 0.79 0.15 ----- ----- ----- ----- 0.15 18.85 0.13 303.55 0.78 0.15 ----- ----- ----- ----- 0.15 18.87 0.13 303.55 0.78 0.15 ----- ----- ----- ----- 0.15 18.88 0.13 303.55 0.77 0.15 ----- ----- ----- ----- 0.15 18.90 0.13 303.55 0.76 0.15 ----- ----- ----- ----- 0.15 18.92 0.13 303.55 0.75 0.14 ----- ----- ----- ----- 0.14 18.93 0.13 303.55 0.75 0.14 ----- ----- ----- ----- 0.14 ' 18.95 0.13 303.55 0.74 0.14 =____ _____ -=___ _____ 0.14 18.97 0.13 303.55 0.73 0.14 0.14 18.98 0.13 303.55 0.73 0.14 ----- ----- ----- ----- 0.14 19.00 0.13 303.55 0.72 0.14 ----- ----- ----- ----- 0.14 ' 19.02 0.13 303.55 0.72 0.14 ----- ----- _____ ----- 0.14 19.03 0.13 303.55 0.71 0.14 0.14 19.05 0.13 303.55 0.71 0.14 ---- ----- ----- ----- 0.14 ' 19.07 0.13 303.55 0.71 0.14 ----- ----- ----- ----- 0.14 19.08 0.13 303.55 0.70 0.13 ----- ----- ----- ----- 0.13 19.10 0.13 303.54 0.70 0.13 ----- ----- ----- ----- 0.13 19.12 0.13 303.54 0.69 0.13 ----- ----- ----- ----- 0.13 ' 19.13 0.12 303.54 0.69 0.13 ----- ----- ----- ----- 0.13 19.15 0.12 303.54 0.69 0.13 0.13 19.17 0.12 303.54 0.68 0.13 ----- ----- ----- ----- 0.13 19.18 0.12 303.54 0.68 0.13 ----- ----- ----- ----- 0.13 ' 19.20 0.12 303.54 0.68 0.13 ----- ----- ----- ----- 0.13 19.22 0.12 303.54 0.68 0.13 ----- ----- ----- ----- 0.13 19.23 0.12 303.54 0.67 0.13 ----- ----- ----- ----- 0.13 ' 19.25 0.12 303.54 0.67 0.13 ----- ----- --_-- ----- 0.13 0.13 19.27 0.12 303.54 0.67 0.13 0.13 4n r10 n Al .. ... Basin No.2 Page 11 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs (cfs) (cfs) (cfs) (cfs) ' 19.42 0.12 303.54 0.65 0.13 ----- ___-_ _____ ----- 0.13 19.43 0.12 303.54 0.65 0.13 0.12 119.45 0.12 303.54 0.65 0.12 ----- ----- ----- ----- 0.12 19.47 0.12 303.54 0.65 0.12 ----- ----- ----- ----- 0.12 ' 19.48 0.12 303.54 0.65 0.12 ----- ----- ----- ----- 0.12 19.50 0.12 303.54 0.64 0.12 ----- ----- ----- ----- 0.12 19.52 0.12 303.54 0.64 0.12 ----- ----- ----- ----- 0.12 19.53 0.12 303.54 0.64 0.12 ----- ----- ----- ----- 0.12 ' 19.55 0.12 303.54 0.64 0.12 ----- ----- ----- ---- 0.12 19.57 0.12 303.54 0.64 0.12 ----- ----- ----- ----- 0.12 19.58 0.12 303.54 0.64 0.12 ----- ----- ----- ----- 0.12 ' 19.60 0.12 303.54 0.64 0.12 ----- ----- ----- ----- 0.12 19.62 0.12 303.54 0.64 0.12 ----- ----- ----- ----- 0.12 19.63 0.12 303.54 0.63 0.12 ----- ----- ----- ----- 0.12 19.65 0.12 303.54 0.63 0.12 ----- ----- ----- ----- 0.12 ' 19.67 0.12 303.54 0.63 0.12 ----- ----- ----- ---- 0.12 19.68 0.12 303.54 0.63 0.12 ----- ----- ----- _ --_ 0.12 19.70 0.12 303.54 0.63 0.12 ----- ----- ----- ----- 0.12 19.72 0.12 303.54 0.63 0.12 ----- ----- ----- ----- 0.12 ' 19.73 0.12 303.54 0.63 0.12 ----- ---- ----- ----- 0.12 19.75 0.12 303.54 0.63 0.12 ----- ----- ----- ----- 0.12 19.77 0.12 303.54 0.62 0.12 ----- ----- ----- ----- 0.12 ' 19.78 0.12 303.54 0.62 0.12 ----- ----- ----- ----- 0.12 19.80 0.12 303.54 0.62 0.12 ----- ----- ----- ----- 0.12 19.82 0.12 303.54 0.62 0.12 ----- ----- ----- ----- 0.12 19.83 0.12 303.54 0.62 0.12 ----- ----- ----- ----- 0.12 ' 19.85 0.12 303.54 0.62 0.12 0.12 ----- ----- ----- ----- 19.87 0.12 303.54 0.62 0.12 0.12 19.88 0.12 303.54 0.62 0.12 ----- ----- ----- ----- 0.12 ' 19.90 0.12 303.54 0.62 0.12 0.12 ----- ---_- --_-- ---_- 19.92 0.12 303.54 0.61 0.12 0.12 19.93 0.12 303.54 0.61 0.12 ----- ----- ----- ----- 0.12 19.95 0.11 303.54 0.61 0.12 ----- ----- ----- ----- 0.12 19.97 0.11 303.54 0.61 0.12 ----- ----- ----- ----- 0.12 19.98 0.11 303.54 0.61 0.12 0.12 20.00 0.11 303.54 0.61 0.12 ----- ----- ----- ----- 0.12 ' 20.02 0.11 303.54 0.61 0.12 ----- ----- --- _ ----- 0.12 20.03 0.11 303.54 0.61 0.12 0.12 20.05 0.11 303.54 0.61 0.12 ---- ----- ----- ----- 0.12 20.07 0.11 303.54 0.60 0.12 ----- ----- ----- ----- 0.12 ' 20.08 0.11 303.54 0.60 0.12 ----- ----- ----- ----- 0.12 20.10 0.11 303.54 0.60 0.12 0.12 nn Arf I AA Basin No.2 Page 12 ' Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 20.25 0.11 303.54 0.59 0.11 ----- ----- ----- ----- 0.11 20.27 0.11 303.54 0.59 0.11 ----- ----- ----- ----- 0.11 20.28 0.11 303.54 0.59 0.11 ----- ----- ----- ----- 0.11 20.30 0.11 303.54 . 0.59 0.11 ----- ----- ----- ----- 0.11 ' 20.32 0.11 303.54 0.59 0.11 _____ _____ _____ _____ 0.11 20.33 0.11 303.54 0.59 0.11 0.11 20.35 0.11 303.54 0.59 0.11 ----- ----- ----- ----- 0.11 20.37 0.11 303.54 0.59 0.11 ---- ---- ----- ----- 0.11 ' 20.38 0.11 303.54 0.58 0.11 ----- ----- ----- ----- 0.11 20.40 0.11 303.54 0.58 0.11 ----- 0.11 20.42 ' 0.11 303.54 0.58 0.11 ---- ----- ----- ----- 0.11 ' 20.43 0.11 303.54 0.58 0.11 ----- ----- ----- ----- 0.11 20.45 0.11 303.54 0.58 0.11 ----- ----- ----- ----- 0.11 20.47 0.11 303.54 0.58 0.11 ----- ----- ----- ----- 0.11 20.48 0.11 303.54 0.58 0.11 ----- ----- ----- ----- 0.11 ' 20.50 0.11 303.54 0.58 0.11 ----- ----- ----- ----- 0.11 20.52 0.11 303.54 0.58 0.11 0.11 20.53 0.11 303.54 0.57 0.11 ----- ----- ----- ----- 0.11 ' 20.55 0.11 303.54 0.57 0.11 -_--- --_-- ----_ ,--_-_ 0.11 20.57 0.11 303.54 0.57 0.11 0.11 20.58 0.11 303.54 0.57 0.11 ----- ----- ----- ----- 0.11 20.60 0.11 303.54 0.57 0.11 ----- ----- ----- ----- 0.11 ' 20.62 0.11 303.54 0.57 0.11 ----- ---- --_- ----- 0.11 20.63 0.11 303.54 0.57 0.11 0.11 20.65 0.11 303.54 0.57 0.11 ----- ----- ----- ----- 0.11 20.67 0.11 303.54 0.57 0.11 ----- ----- ----- ----- 0.11 ' 20.68 0.11 303.54 0.57 0.11 ----- ----- ----- ----- 0.11 . 20.70 0.11 303.54 0.56 0.11 0.11 20.72 0.11 303.54 0.56 0.11 ----- ----- ----- ----- 0.11 20.73 0.11 303.54 0.56 0.11 ----- ----- ----- ----- 0.11 20.75 0.11 303.54 0.56 0.11 ----- ----- ----- ----- . 0.11 20.77 0.10 303.54 0.56 0.11 ----- ----- ----- ----- 0.11 20.78 0.10 303.54 0.56 0.11 ----- ----- ----- ----- 0.11 ' 20.80 0.10 303.54 0.56 0.11 ----- ----- ----- ----- 0.11 20.82 0.10 303.54 0.56 0.11 ----- ----- ----- ----- 0.11 20.83 0.10 303.54 0.56 0.11 ----- ----- ----- ----- 0.11 ' 20.85 0.10 303.54 0.55 0.11 ----- ----- ----- ----- 0.11 20.87 0.10 303.54 0.55 0.11 ----- ----- ----- ----- 0.11 20.88 0.10 303.54 0.55 0.11 ----- ----- ----- ----- 0.11 20.90 0.10 303.54 0.55 0.11 ----- ----- ----- ---- 0.11 20.92 0.10 303.54 0.55 0.11 ----- __--- --__- ----- 0.11 20.93 0.10 303.54 0.55 0.11 0.11 7n QS n 1n In) ce n cc n 4 _ . . Basin No,2 Page 13 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 21.08 0.10 303.53 0.54 0.10 ----- =-__ ----- ----- 0.10 21.10 0.10 303.53 0.54 0.10 0.10 21.12 0.10 303.53 0.54 0.10 ----- ----- ----- ----- 0.10 21.13 0.10 303.53 '0.54 0.10 ----- ----- ----- ----- 0.10 21.15 0.10 303.53 0.53 0.10 ----- ----- ----- ----- 0.10 21.17 0.10 303.53 0.53 0.10 0.10 21.18 0.10 303.53 0.53 0.10 ----- ----- ----- ----- 0.10 ' 21.20 0.10 303.53 0.53 0.10 ----- ----- ----- ----- 0.10 21.22 0.10 303.53 0.53 0.10 0.10 21.23 0.10 303.53 0.53 0.10 - ---- ----- ----- 0.10 21.25 0.10 303.53 0.53 0.10 ----- ----- ----- ----- 0.10 ' 21.27 0.10 303.53 0.53 0.10 ----- ----- ----- ----- 0.10 21.28 0.10 303.53 0.53 0.10 0.10 21.30 0.10 303.53 0.52 0.10 ----- ----- ----- ----- 0.10 21.32 0.10 303.53 0.52 0.10 ----- ----- ----- ---- 0.10 21.33 0.10 303.53 0.52 0.10 0.10 21.35 0.10 303.53 0.52 0.10 -- 0.10 22.07 0.16 303.53 0.53 0.10 ----- ----- ----- ----- 0.10 ' 22.08 0.15 303.54 0.55 0.11 ----- ----- ----- ----- 0.11 22.10 0.14 303.54 0.57 0.11 ----- ----- ----- ----- 0.11 22.12 0.13 303.54 0.58 0.11 ----- ----- ----- ----- 0.11 22.13 0.12 303.54 0.59 0.11 ----- ----- ----- ----- 0.11 ' 22.15 0.11 303.54 0.59 0.11 __-__ ----- -__-- ---__ 0.11 22.17 0.10 303.54 0.59 0.11 0.11 22.18 0.09 303.54 0.58 0.11 ----- ----- ----- ----- 0.11 ' 22.20 0.09 303.54 0.58 0.11 ----- -_-- --_-- ----- 0.11 22.22 0.09 303.54 0.57 0.11 0.11 22.23 0.09 303.54 0.56 0.11 ----- ----- ----- ----- 0.11 22.25 0.09 303.54 0.56 0.11 ----- ----- ----- ----- 0.11 22.27 0.09 303.54 0.55 0.11 ----- ----- ----- ---- 0.11 22.28 0.09 303.54 0.55 0.11 0.11 22.30 0.09 303.53 0.54 0.10 ---- ---- ----- ----- 0.10 ' 22.32 0.09 303.53 0.54 0.10 ----- ----- ----- ----- 0.10 22.33 0.09 303.53 0.53 0.10 0.10 22.35 0.09 303.53 0.53 0.10 0.10 22.37 0.09 303.53 0.53 0.10 ----- ----- ----- ----- 0.10 22.38 0.09 303.53 0.52 0.10 ----- ----- ----- ----- 0.10 ...End - Reservoir Report Page 1 1 ' Reservoir No. 3 Detention Basin No. 2 ' Culvert/ Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] ' Rise (in) = 15.0 6.0 0.0 Crest Len (ft) = 3.0 0.0 0.0 Span (in) = 15.0 6.0 0.0 Crest El. (ft) = 306.00 0.00 0.00 ' No. Barrels = 1 1 0 Weir Coeff. = 3.00 3.00 3.00 Invert El.(ft) = 303.50 303.50 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 100.0 0.0 0.0 Multi-Stage = Yes No No ' Slope (%) = 0.50 0.00 0.00 N-Value = .020 .010 .013 Orif. Coeff. = 0.50 0.60 0.60 ' Multi-Stage = ----- Yes No Tailwater Elevation = 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 0.0 00 303.50 0.00 0.00 ___ 0.00 =__ ___ 0.00 0.1 113 303.55 0.78 0.15 0.00 0.15 0.1 227 303.60 1.10 0.21 --- 0.00 --- --- 0.21 0.2 340 303.65 1.35 0.26 --- 0.00 --- --- 0.26 ' 0.2 453 303.70 1.56 0.30 __- 0.00 ___ ___ 0.30 0.3 567 303.75 1.74 0.33 0.00 0.33 0.3 680 303.80 1.91 0.37 --- 0.00 --- --- 0.37 ' 0.4 793 303.85 2.06 0.40 ___ 0.00 ___ ___ 0.40 0.4 906 303.90 2.20 0.42 0.00 0.42 0.5 1,020 303.95 2.34 0.45 --- 0.00 --- --- 0.45 0.5 1,133 304.00 2.46 0.47 --- 0.00 --- --- 0.47 ' 0.7 2,463 304.20 2.64 0.58 __- 0.00 ___ ___ 0.58 0.9 3,793 304.40 3.30 0.76 0.00 0.76 1.1 5,123 304.60 3.65 0.87 --- 0.00 --- --- 0.87 ' 1.3 6,453 304.80 4.05 0.97 __ 0.00 ___ ___ 0.97 1.5 7,783 305.00 4.61 1.06 0.00 1.06 1 7 911.11 ms gn 5 in 1 1 a --- n nn --- ___ 9 I A 1 , ' Detention Basin No,2 Page 2 Stage / Storage / Discharge Table ' Stage Storage Elevation Culy.A Culy. B Culy.C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 3.7 26,988 307.20 8.63 0.00 --- 11.83 --- --- 8.63 3.9 29,081 307.40 8.91 0.00 14.91 8.91 4.1 31,173 307.60 9.18 0.00 --- 18.22 --- --- 9.18 4.3 33,266 307.80 ° 9.44 0.00 --- 21.74 --- --- 9.44 4.5 35,358 308.00 9.69 0.00 --- 25.46 --- --- 9.69 4.6 35,966 308.05 9.75 0.00 26.42 9.75 4.6 36,574 308.10 9.82 0.00 --- 27.39 --- --- 9.82 4.7 37,182 308.15 9.88 0.00 --- 28.37 --- --- 9.88 ' 4.7 37,790 308.20 9.94 0.00 --- 29.37 --- --- 9.94 4.8 38,398 308.25 10.00 0.00 --- 30.37 --- --- 10.00 4.8 39,006 308.30 10.06 0.00 --- 31.39 --- --- 10.06 4.9 39,614 308.35 10.12 0.00 --- 32.42 --- --- 10.12 4.9 40,222 308.40 10.18 0.00 33.46 10.18 5.0 40,830 308.45 10.24 0.00 --- 34.51 --- --- 10.24 ' 5.0 41,438 308.50 10.30 0.00 --- 35.58 --- --- 10.30 1 1 Drainage ' Areas 3 & 5 ' � I IMa C�,�/ �PinlAfZhS I�IIDDL9F_ �G-lOo(,. A&A, 3- �xi5-riNra �Ntii7ion�s ' a. Drainage Area S.4-Zacres b . Composite Coefficient of Runoff : ' Impervious Area Grass and Landscape Area c=0.40 A= 1.75 acres ' c=®.!":) A= Z•1� acres G- O.IS Ile I,Sp Ac9 .S ( .9 C) ( I.'15 ) + ( .3v ) ( 2.1'7 ) + ,15 L Sad C a v g ' ( s.42) ACr3vg c . Time of Concentration Type of Flow Length Slope Velocity Time ( ft . > ( %) ( ft . /sec . ) (min. ) Over I and�OC,0`0 IA—) 6SC, 3 O 1. LS b,4 Over I and CPuMz7 Zoc� 1.4- 2.4 I.¢ tc Return Period Intensity ( i > ' ( years) ( in. /hr . ) 2 ' 10 4.1 CS 50 100 R Am 3- �r�Pos�a Ceae�DiT���S:a a. Drainage Area : 0,99 acres b- Composite Coefficient of Runoff ; ' Impervious Area Grass and Landscape Area c=0-90 A= 1.38 acres c=o.3o A= 0-61 acres Cavg AC a g - 1.4v IctrNL. c . Time of Concentration Type of Flow Length Slope Velocity Time (ft . ) ( %) ( ft . /sec . ) (min. ) Overland Overland tC - �✓ M� Return Period Intensity ( i ) ( years) ( in. /hr . ) 2 10 6.2 25 SO 100 : r • a . Drainage Area : 3.6-7 acres b . Composite Coefficient of Runoff Impervious Area Grass and Landscape Area c=0-40 A= acres c A= I.SD acres ( ago > ( 2.1-7 ) + C a v g ACa`,g C . Time of Concentration Type of Flow Length Slope Velocity time (ft . ) ( %> ( ft . /sec . ) ( mina) Overland Overland t c S nelnJ' Return Period Intensity ( i > ' ( years) ( in. /hr . ) 2 10 6Z 2s 50 100 a . Drainage Area b . Composite Coefficient of Runoff : ' Impervious Area Grass and Landscape Area c-0.90 A= Z.'Z6 acres ' c=0.?,o A= c>.E,� acres Lavg Acavg - Z.ZZra CS�� 5toy_ , 5Fwc2 �uAT� c . Time of Concentration Type of Flow Length Slope Velocity Time ( ft . ) ( %> ( ft . /sec . ) ( min. > ' Overland Overland t C Return Period Intensity ( i ) ( years) ( in. /hr . ) 2 ' 1 25 6.2 50 100 Culvert ' Analysis ' PROJECT _..r.��rVW S "/Ac•.cas MrrxaCx Cdac+�L STORM SOWER D SiGPF— ithout gutter flow analysis�sheet____of LOCATION `��'k vJjuDSr72 clvtl engineers Planners surveyors DESIGN STORM ►o- ®f gn (203) 291-8755 ' DESIGED BY— �a�� DATE �� ofesstilonals. Inc. CHECKED 13Y south windsor, ct. 06074 aniDn u, to ► U 0 o 0 4 0 0 0 0 p q q fl a `q o 0 _ o ' 9dld ul PD9H `- I ► ► I 1 1 1 1 t i i i l ( 1 1 1 1 1 1 �t oCds7oMo a 0 �` r' co � @ � �o m 4. - - — I4! 0 L3 .- �► r-; cA bl; ra 'p a0 i; w 0� ro 1► rr► `� wnssaixsayy �ci �1 �l C^ to - � _ 111:3010A s•d•j) 0 -j; d d 0 C^, P to 6 d p 0 ' oBDJQA d 0� d O q rq 0` Kl 0- b\ tz N r 2 4 M O � �_ 9 o N Q U 0 a 0 O N rJ N N st tq c� ri rJ �1 m ' IS 4 Q A Q Q p 9did 10 y}Bua-i 00 A N o .mooQh jS id �' a s �c 9z 9d a a ' ;n ,n �n � � � ,sro (bJ 0r � c0 .0wa;s(s ul Moid rn 6 d D dN /( SUA U — �- -- (I) }I } t ' IiD3u1D>3Go �+3 J �i �0 .ii .o 4 v 4 'A 4 c4 � r- ' pj d w 0; 0; 0 (3) }UAlo(�;90� ro f` %D �0 }�o Unj� i. cr1 ° CM' c�d1 .ru c► P 0�(1 SeJo`/ ul — (V) Do-IV to � t3 M 00 n 0 dY 9Q Q o p N o 1 - Nam - - - - - u 6 w ro d vi — puaelnimnoob `} 14) \3) rn \,A - Q �� Q N r: 1S) r �► !(1 �Jl N F(1 - ui �j N V) ' (•uiui) — _ _ ' PROJECT�ll_�A f�o+,Jnr�, r,t,;,�,r �;;,t STORM SEWER DESIGN — — without gutter flow analysis Sheet_of LOCATION SDum to iAjps;PL clvtl engineers planners surveyors esign (203) 291-8755 ' DESIGN STORMS DATE ofesslonals, Inc. DESIGED BY -� CHECKED BY south windsor, ct. 06074 ' enldn to Ito - _ - _ -- - - - � _ q o Q o d 0 a('t�) ' adld ul paeH 11 1 1 1 t t l I t l l I 1 — — _ A1100d o Mod ¢ o ° m d ° to WhWIXDw — op ;6 6 � d1 C1 1s•d•�) ——r — 113010A "' � m � � �• _ r r o6naand r- '� .o � o � �i- �i r .� �- ' lis N Q Q 0 Q o c1 A p q O p ' edid j0 416us-1 N o �► .`30 rQ v cs M o edK.L Pun — BzIS ®did i WGISAG ul mold n o _ tR m a vi �( suss u (1) }I tl 00 � 0 N 0 �) 00 r; r' N � 00 it°�ul°d — •° 10 .o 16 -Z .0 vi to 4) 1 Od F- ° - o d `�' D 6` r- CA ----------------- ----- ---- (0) Iue13l1900 rn 0 0 pound Jl r C() b ul _ (b) no tor o Q u�1 -4 V Ul •u W QWLL pejnlnwnooy vi �, �' N •► t� ' — — Timothy Edwards Middle School- Traffic Analysis Table of Contents 1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Scopeof Study . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ' Data Collection 1 Interviews . . . . . . . . . . . . . . . . . . . . . . . . . t Traffic Volume Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 ' Accident Data 3 Plans and Mapping. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Field Observation and Measurements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 ' Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Volume and Capacity Analyses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ' Trip Generation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Future Traffic Generation 7 SafetyAnalysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 School Bus Operations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Recommendations and Conclusion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Appendix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Counts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Capacity Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 ' Traffic Generation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Accident Summaries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Plan Modifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 ' School Transportaion Guidelines: Walker Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 School Population Projections . . . . . . . . . . . . 21 School Bus Routes Serving TEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 Timothy Edwards Middle School- Traffic Analysis Introduction ' Th is report has been prepared to provide an assessment of existing and projected traffic operations which will result from the expansion and renovation of the existing Timothy Edwards Middle School, 100 Arnold Way, South Windsor. ' The report deals with on and off-site traffic operations and safety and consiAe both current and projected conditions. The intent of the study is to provide Planning and Zoning Commission of the Town of South Windsor information and recommendations concerning this proposed project. Scope of Study ' This study was conducted with a scope of service designed to evaluate access and egress to the Timothy Edwards School(TEMS),to review safety aspects of the area roadway network, and to evaluate proposed on site traffic circulation. This project included data collection, analysis of roadway capacity and Level of ' Service, Review of accident histories and safety concerns, estimation of future traffic generation, and review of proposed traffic operations on the site. This report is organized into three following sections which deal with: Data Collection ' Analysis Recommendations Data Collection Information was gathered from many sources for this study. The data collection phase consisted of interviews with key staff,collection of traffic and accident data, field observation of the project area including engineering measurements, and assembly of plans for existing roads and proposed construction. ' Interviews ' As part of the study meetings were arranged with the Town Planner,and Business Manager of the Board of Education to develop background data for the project. During these meetings it was determined that the major area of concern for TEMS was on-site circulation and parking. This concern resulted in an adjustment of Page 1 �Pp pUR1pN ' SHAGBARK RD. 74 OA �+ A¢ N �f r g�� DRIVE r sCOR H ' � f DRI42 b LA a �d ORCHARD HILL SCHOOLDR = �RmGEFffLD V 47 Rpan O r � TUMMY EDWARDS MIDDLE SCHOOH. 9pY�PY r qRD ,8 �f ply �RII£ bElEDI� ICI b 1 r �� Qa h q� S 7 Dp1ING 30 TRAFFIC IMPACT STUDY ' SITE LOCATION E A R T H ` T E C M FIGURE 1 Locus .�z2iss ' Timothy Edwards Middle School- Traffic Analysis focus for the study and examination of these areas in detail. From the School Board we obtained detailed data on bus routes for the school and streets which are designated as walker areas. ' Discussion with the Town Planner revealed that site operations was primary and that the school had a long history of parking problems. The proposed traffic data collection program was discussed and confirmed. Traffic Volume Data ' As part of the project information was gathered on traffic flows in the surrounding network. Information regarding Oakland Road(Route 30)was obtained from the ' Connecticut Department of Transportation data files. In addition data regarding turning movement counts at Route 30 and Foster Street was obtained from the recent Traffic Study for Demming Hill Estates. Actual turning movement counts were performed at the driveway to TEMS on Foster_Street and at the intersection of Avery Street and Gray Road. The latter location was chosen since it is the point at which school traffic first encounters a ' high volume road when exiting from Arnold Way. Turning movement counts were performed from 7:OOAM to 9:OOAM and 1:OOPM to 6:OOPM for each location. The expanded afternoon hours gave data regarding school discharge periods which do not conform to normal commuter peaks. Automatic Traffic Recorder counts were performed on Avery Street in the vicinity Avery Street ' Traffic Recorder Count 700 ' 0 soo soo Q 400 North 300 South :E 200 Total > 100 ' Midnight-1 7-8 2-3 9-10 Time of Day of Gray Road. This data was used to determine flow profiles for this artery. rY. ' Copies of this data are included in the Appendix of this report. Page 2 Timothy Edwards Middle School- Traffic Analysis Accident Data Sergeant Michael Ritter of the Department of Police Services wa s as contacted and requested to summarize accident records for area roadways in the vicinity of ' TEMS. These included: Foster Street ' Avery Street Gray Road Arnold Way. ' In general accident histories were light with only one recorded accident involving g Y g a school bus on the site. Records were summarized for the latest available three ' year period. This information is included in the Appendix of this report. Plans and Mapping Available plans and mapping were obtained from the Site Engineer and Architect which were used to model operations on the site. This data was provided to us in CADD format for application of operations software. Field Observation and Measurements Access intersections The intersection of Foster Street, Rainbow Terrace and the TEMS Drive was observed and measurement of sight distance made for traffic exiting the school. Measurement of roadway widths and lane use was made to facilitate capacity ' analysis. This intersection is a standard two-way stop intersection with each road having two lanes. Foster Street was found to vary in width being 24+\- feet in width to the south and 30 feet wide to the north of the intersection. The TEMS Drive is 29.5 feet wide as is Rainbow Terrace. Each approach to this intersection has one entering lane. Posted speed limits in this area are 25 mph. Each road is paved with bituminous concrete and sidewalks are present on the west side of ' Foster Street, both sides of Rainbow Terrace,and the south side of the TEMS drive. Crosswalks are present on the south leg of Foster Street and on Rainbow Terrace. The intersection of Avery Street and Gray Road is a T type intersection with Gray Road stop controlled. Avery Street is 28 feet in width and posted for 30 mph. Gray Road is 29.5 feet in width and posted for 25 mph. Each road is bituminous ' concrete with pavement in good condition. Sidewalks are present on Gray Road. ' Page 3 Timothy Edwards Middle School- Traffic Analysis Gray Road slopes down to Avery Street at about a 3 to 4%grade. Examination of Gray Road,Arnold Way and other streets in this area leading to TEMS revealed similar lane widths and amenities. tTEMS Site environs Observation was made of the school grounds during and after school hours. The existing access to TEMS from Foster Street is paved to subdivision width and has speed bumps installed at several locations. The presence of the Orchard Hill School immediately adjacent to the site introduces a crosswalk midblock in this drive. It is apparent that this has limited use as it provided access the rear of Orchard Hill School through a gate which was secured at both observation times. The access from Arnold Way is about 24 feet in width and offers connection to the reception area of the school and beyond to Foster Street. The present parking situation appeared inadequate for normal daytime use of the facility as cars were parked on grass areas adjacent to full parking areas. 1 i 1 ' Page 4 i ' Timothy Edwards Middle School- Trafc Analysis Analysis This report section will present the findings of the various analysis undertaken during this study. Volume and capacity will be discussed first followed by capacity and Level of Service estimates and concluding with safety and operational considerations. Volume and Capacity Analyses Traffic volumes on the surrounding streets to TEM vary markedly. Based on discussion with town staff and review of records and data for these streets the two portals to the school were chosen for detailed analysis. In addition traffic profiles on Avery Street were obtained on a 24 hour basis. Avery Street is by far the major vehicle carrying facility in the area. Its ultimate connection to ramps to I-84 in Manchester lead to major commuting patterns. Our counts indicated a daily traffic volume of 6700. Counts on Foster Street on the other side of TEMS indicated a daily volume of only 2000. A more precise measure of the level of operations of traffic is obtained by the calculation of intersection capacity at the critical access drives to the school site. This calculation was performed using Highway Capacity Software Version 2.4d for unsignalized intersections. The methodology uses intersection delay to classify Level of Service with LOS A meaning free flow and LOS F denoting over saturated conditions and congestion. A specific definition of LOS criteria is included in the Appendix. Existing Capacity;at Critical Intersections Intersection Period LOS Rating Comments Avery Street AM B Avery Street A at Gray Road PM School B Avery Street A PM C Avery Street A Foster Street AM B Foster Street A at TEMS Drive PM street B Foster Street A and school peak ' Page 5 Timothy Edwards Middle School- Traffic Analysis As can be seen in the above table the current operating conditions for each of the school critical intersections is quite good. The overall level of traffic operations at the access points to the school exhibit a LOS rating which indicates unimpeded travel and little delay. The sole time that we see LOS C appear in the calculations is the PM Street Peak hour at Avery and Gray which is a time when school traffic has long since passed through the area. Trip Generation An analysis of the potential trip generation for this site expansion was performed to determine if available Trip Generation Factors for schools as published by the Institute of Transportation Engineers was applicable to this project. The method used was to compare the ITE Trip projections based on factors using student population to actual counts of trips to the site. We were particularly interested in the peak periods travel for the school in the AM peak. This is the time that the school traffic is concurrent with commuting peak traffic resulting in maximum traffic flow conditions. Since we were counting one access point which included other than school traffic we estimated the number of single family homes in the Gray Road access which would be using Avery Street at the time of our counts. Further we included in the projections the population of Orchard Hill School as it also contributes to traffic in this area. ' The following table summarizes this process. Comparison of Trip Generation Data AM Entering T`r�ffc vs. iTE Projections Land use Units Trips Single Family 35 houses 7 Orchard Hill 505 students 91 School TEMS 997 students 179 Total Trips 277 Counted 302 Variance 25 Page 6 Timothy Edwards Middle School- Traffic Analysis A variance of less than 10% is considered a reliable indicator that the ITE Rates offer a reasonable predictor of activity for this facility. It was thus decided to use the ITE Rates for estimation of additional traffic generation for this project. Future Traffic Generation TEMS is projected to accommodate approximately an additional 200 students on the basis of the expansion project which is proposed. The estimation of traffic generation by pupil population provides us with the following estimates of new traffic generated by this project. Projected .W Site'Traffic Generation Period Factor Trips AM Peak hour .30 60 PM School Peak Hour .28 56 PM Street Peak N/A Daily 1.09 218 This Table is based on the projected increase on student capacity of 200. This level of traffic generation is not significant. When distributed to the Roadway Network no approach will experience more than 15 additional trips during a Peak Hour. This small number does not vary the operational characteristics of the critical access intersections as previously analyzed or lower Level of Service Ratings. The above figures include any increase in buses to transport students and additional faculty if any. Since these factors represent all trips to the site parent pickup and drop off are also accounted for in these estimates. Safety Analysis Accident Histories Accident histories for the project area were reviewed. The result of this analysis did not reveal an accident history which was in excess of what would be expected by the level of traffic in the area. Avery Street at Gray Road has experienced two Page 7 Timothy Edwards Middle School- Traffic Analysis accidents in the three year period which is considered low based on the volume of traffic on Avery Street. At the other drive to TEMS there has been reported only one accident in the last three years. As would be expected the major numbers of accidents occur at busier intersections to the north and south of each of these portals. Accidents histories for Arnold Way itself indicated that two accidents occurred on the school property in the last three years that were investigated by Police. One of these involved a school bus and both accidents occurred with vehicles backing for one reason or another. One additional accident involved a school bus and this incident occurred at Foster and Oakland to the south. Gray Road listed only two accidents in the three years. Details of the accident information is included in the Appendix. Intersection Sight Distances The second phase of the safety analysis involved the review of safe intersection sight distances for the intersections of foster and TEMS Drive and Gray Road at Avery Street. The following table indicates the findings of that review as do the photos presented later in this section. ..... .. . ..... . Sig�it� stnces at CrfeI Inters coon Intersection Direction Posted Speed Intersection Sight Distance Avery at Gray To North 20 Feet 30 402 Feet RD.. from curb To North 10 Feet 30 >500 Feet from curb To South 30 >650 Feet Foster Street At To North 25 > 500 Feet TEMS Drive To South 20 feet 25 250+/-feet from curb To South 10 feet 25 >450Feet from curb Page 8 Timothy Edwards Middle School- Traffic Analysis The above table indicates conditions which are acceptable but could be improved. The measurement of intersection sight distance is performed by determining the distance that an object 3.5 feet high can be seen at driver's eye height of 3.5'from a point back from the edge of the road being entered. Ideally this setback should be 20 feet. yr i y Li ffi ,tR 4 Figure 2 Gray Road looking south on Avery Street The minimum setback which is allowed is 10 feet. Both intersections meet sight distance criteria at the 10 foot setback but are somewhat restricted at the 20 foot distance. Assuming that the 85th percentile speed is approximately 10 mph higher than the posted speed the ConnDOT sight distance recommended for these intersections would be 505 Feet for Avery Street at Gray Road and 400 feet for Foster Street at TEMS Drive. The reason for obstruction at these intersections is Figure 3 Gray Road looking north on Avery Street Page 9 I I / I I II � II I I .1 . "�" � • . � • • •� r � �r+ i1/��Y. lac.t4� r �' s v� F .S a �. i ty E � �,� '� S as S ii pI . ,,, art§{�3i�I�r ! �r� ;1 .1 ��i;' e.. �r azc::.z a, s< <b �..�>,1�i19dv���,3,�r: 1 � �. .....- .. ...... _ _ esS��?�:sue .._-�x,� -_" 'rzx �, , �, ..sue•-�sS��'t�a�wx?� -,r -.. _ � '7# � � ' i ♦ye'i � t!. i. t �is�!< < / �9 ice-/ y�. �J: >T' � �3 �.t�'i� fx.-a Jar' ,'firi.� 4 •1�, � t � 7 ! f�� M1y t�JR� fC' 4fir&_ iF �- t� '1 _ t- 1 � �� Y 1'li,r F��l' i r�i��A�� �� � i.� �5�. .J_ _ � c�s,r n �,.� r a , � i3 ,:.�;<......��'��tt�=n?. �i mot.• F Ra. :-�Sy .� .• �'' _)' 1, �:,;�$" is:�:;:.-� �^,� 3 ....n,4R r'�'"-:�`Z`�'"1��,. ;:� �� �..�� .�#:: _. rs ., _ �_ ''s _ �,�- � ' � Timothy Edwards Middle School- Traffic Analysis Figure 6 TEMS Drive looking North on Foster Street School Bus Operations Intersection Operations As part of this study we determined from the records of the school the number and actual routes of school buses traveling to the Timothy Edwards Middle School. There are 23 buses and four vans which daily serve the school. The distribution of these bus routes is heavily weighted to Foster Street. Eight buses and two vans travel north on Foster to access TEMS by a right turn. Twelve buses and one van travel south on Foster to access TEMS by a left turn. One bus travels to TEMS by Rainbow Terrace crossing Foster. Gray Road carries eight routes to the school,two from the south on Avery and six from the north. Examination of the intersections indicated that bus operations were well accommodated with the exception of those buses turning right from Avery t Gray Road. The corner radius is not sufficient to easily accommodate a bus. Observation of sand patterns at the intersection indicate that drivers have become accustomed to cutting close to the curb for this turn. Similar problems are not apparent at the opposite curb of this intersection which has a larger radius. Page 11 Timothy Edwards Middle School- Traffic Analysis On Site Bus Operations Currently buses line the driveway on entering the site and significant interference from parent pickup complicates bus operations. The proposed site plan is designed to eliminate this problem by reserving a new parking area for bus operations during school hours and then allowing this area to be used for parking at times when school is not in session and bus operations are unnecessary such as student dances and events in evening hours. It is that buses be located in two bays in proposed y a diagonal fashion parked next to each other. This form of operation has been used at many sites and works well with sufficient space allocation. The requirements are strict for successful operation. 1. The buses must be able to maneuver in and out of the space without backing 2. The spacing of the buses must be arranged to allow an entering bus to move in between two other buses already in place. For a successful operation the position of the buses must not vary as the children must know where to board. 3. The system will require that buses leave in order and no backing be permitted for safety. 4. No cars should mix with the buses. To determine the ability of the site plan to function under these guidelines we used AutoTurn Software to model bus turning on the site plan. The attached figure shows the projected travel path of a bus as it parks between two other buses. The space provided on the site plan is sufficient to accommodate this operation but will require that buses be arranged at a shallower angle than originally proposed. This is a site operations detail and can be worked out with the bus operator. Since the bus drivers will be familiar with the site we recommend that the bus area be striped for the evening auto use with curb markings to guide bus drivers. A system of marking route locations should be incorporated in this lot say by small signs or curb markings for use of drivers in entering the correct stall. This type of system for bus parking will serve the school well with proper planning on the part of the bus operator. Page 12 is --46 cars) 000 o�oa00000� 34 00 0 20 00 �0 0 20 Auditor' Entrate FIGURE NO. TRAFFIC IMPACT STUDY - BUS PARKING MANUEVER E A R T H T E C TIMOTHY EDWARDS MIDDLE SCHOOL, SOUTH WINDSOR, CONN. ;� N Timothy Edwards Middle School- Traffic Analysis Recommendations and Conclusion The study of the potential traffic issues surrounding expansion ansion of TEMS has P resulted in our determination that no significant impact will result from the proposed construction. Traffic capacity exists in the roadway network to accommodate this project. A review of available accident histories has not determined conditions which are indicative of off site safety problems. Likewise no significant on-site history was noted. There are several areas which the town may wish to examine improving to facilitate traffic flow to this site. • Maintain sight distance to the north at Avery and Gray by clearing of vegetation. • Improve radius for right turning traffic entering Gray Road. • Determine if sight distance improvements for traffic entering Fos` r oad from TEMS Drive can be accomplished. S A`�� • Given the presence of two schools on Foster�t�nstallation of School Warning Beacons and School Speed limit signing may be appropriate. The site plan has been reviewed and recommendations made to the Architect for changing Radius and widths to accommodate bus turns. These changes should be implemented as part of the construction of this project. In conclusion our study has found that the proposed TEMS expansion can be achieved substantially as proposed with no materially adverse affect on traffic operations. The recommended actions reflect notations of improvements which are desirable rather than conditions reflecting on safety or congestion. Page 14 Timothy Edwards Middle School- Traffic Analysis Appendix 1 Page 15 Timothy Edwards Middle School- Traffic Analysis Counts Page 16 ' TRANSDATA SERVICES BURLINGTON, MA 01803 02-07-1997 -- -_---*** Weekly Summary For Week Of February 2, 1997 *** ___ 08 47 Pg 1 File: M0297001.PRN Sta: 000000000001 Id: 35302OS97001 CommId: 01 City/Town: SOUTH WINDSOR, CT. County: HARTFORD ' Location: AVERY ST (BTWN CLINTON DR & GLENWOOD RD) Format: Total Lane/s: 1-1,2-2 Lni-North Ln2-South ---------------------------------------------------------------------------------------------------------------Y------------------- 2 3 4 5 6 7 8 Dail Wkday Wkend Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. Avg. 02:00 6 6 6 O 03:00 - - - 10 - - 10 10 0 04:00 - - - - 8 - - 8 8 0 ' 05:00 = _ _ - 23 - = 23 23 0 06:00 71 71 71 0 07:00 - - - 250 311 - - 281 281 0 ' 08:00 - _ - 624 637 - - 631 631 0 09:00 412 449 431 431 0 10:00 - - - 257 295 - - 276 276 0 11:00 - - - 266 313 - - 290 290 0 12:00 - _ - 302 315 - - 309 309 0 13:00 353 392 373 373 0 14:00 - - - 328 363 - - 346 346 0 ' 15:00 - _ - 419 447 - - 433 433 0 16:00 507 477 492 492 0 17:00 - - - 570 625 - - 598 598 0 18:00 - - - 656 699 - - 678 678 0 19:00 - _ - 458 - _ - 458 458 0 20:00 370 370 370 0 21:00 - - - 244 - - - 244 244 0 ' 22:00 = _ = 176 = _ = 178 178 0 23:00 94 94 94 0 24:00 - - - 62 - - - 62 62 0 ----- ----- ----- ----- ----- ----- ----- ----- ------- ------- ------- Totals - - - 6350 5470 - - -- ---_-_- -6687 -_-_-6687---- 0 --------------------------------------_________________________________________________________ ' $ Avq Wkday = _ = 95.0 81.8 = _ Avg Day 95.0 81.8 AM Peak Hr None None None 08:00 08:00 None None AM Count - - - 624 637 - - PM Peak Hr None None None 18:00 12:00 None None PM Count - - - 656 699 - - _______________________________________----___------________------------------------------------------------------------------------ ' TRANSDATA SERVICES BURLINGTON, MA 01803 ' 02-07-1997 --------------------+++ Weekly Summary For Week Of February 2, 1997 *** -----------------------08 47-Pg-1- Pile: M0297001.PRN Sta: 000000000001 Id: 353020597001 Comm2d: 01 City/Town: SOUTH WINDSOR, CT. County: HARTFORD ' Location: AVRRY ST (BTWN CLINTON DR & GLBNWOOD RD) Format: Lane Lan Is: 1-1 Lnl-North ------------------------------------------------------------------------------------------------------------------------------------ ' 2 3 4 5 6 7 8 Daily Wkday Wkend Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. Avg. ----- ----- ----- ---— --"' ----- ----- ----- ------- ------- ------- ' 01:00 = _ _ = 24 = = 24 24 D 02:00 4 4 4 0 03:00 - - - - 6 - - 6 6 0 04:00 - - - - 2 - - 2 2 0 05:00 2 2 2 0 - - - - - - 06:00 12 12 12 0 07:00 - - - 42 50 - - 46 46 0 ' 08:00 - _ - 118 126 - - 122 122 0 09:00 96 123 110 110 0 10:00 - - - 66 90 - - 78 78 0 11:00 - - - 114 127 - - 121 121 0 12:00 - - - 146 153 - - ISO 1S0 0 13:00 175 189 192 182 0 14:00 - - - 167 187 - - 177 177 0 ' 15:00 - _ - 210 231 - - 221 221 0 16:00 294 262 278 278 0 17:00 - - - 360 390 - - 375 375 0 18:00 - - - 427 442 - - 435 435 0 ' 19:00 - 274 274 274 0 - - - - - 20:00 234 234 234 0 21.00 - - - 169 - - - 169 169 0 ' 22:00 = - 167 = _ = 167 167 0 23:00 67 67 67 0 24:00 47 47 47 0 ------- ------- ------- ----- ----- ----- ----- ----- ----- ----- ----- ' Totals - - - 3149 2420 - - 32773277-----_---D ------------- ------ ' % Avg Wkday = _ = 96.1 73.9 - _ % Avg Day 96.1 73.9 AM Peak Hr None None None 12:00 12:00 None None AM Count - - - 146 153 - - PM Peak Hr None None None 18:00 18:00 None None PM Count - - - - 427 442 - - TRANSDATA SERVICES BURLINGTON, MA 01903 ' 02-07-1997 *** Weekly Summary For Week Of February 2, 1997 *** 08:47 Pg 2 ------------------------------------------------------------------------------------------------------------------------------------ File: M0297001.PRN Sta: 000000000001 Id: 353020597001 COmmld: 01 City/To.m: SOUTH WINDSOR, CT. County: HARTFORD ' Location: AVERY ST (BTWN CLINTON DR & GLENWOOD RD) Format: Lane Lane/s: 2-2 Ln2-South ------------------------------------------------------------------------------------------------------------------------------------ 2 3 4 5 6 7 8 Daily Wkday Wkend Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. Avg. -- ----- ----- ------- ------' ------- 0 :00 = _ _ - 5 = = 5 5 0 02:00 2 2 2 0 03:00 - - - 4 ' 04:00 - _ _ = 6 = = 6 6 0 05:00 21 21 21 0 06:00 - 59 - - 59 59 0 07:00 - - - 208 261 - - 235 235 0 ' 08.00 - _ - 506 511 = = 509 509 0 09:00 316 326 321 321 0 10:00 - - - 191 205 - - 198 198 0 11:00 - - - 152 186 - 169 169 0 ' 12:00 - - - 156 162 - - 159 159 0 13:00 178 203 - 191 191 0 14:00 - - - 161 176 - - 169 169 0 ' 15:00 - - - 209 216 = = 213 213 0 16:00 213 215 214 214 0 17:00 - - - 210 235 - - 223 223 0 18:00 - - - 229 257 - - 243 243 0 19:00 184 - - 184 1B4 0 - - - - 20:00 136 136 136 0 21:00 - - - 75 - - - 75 75 0 ' 22:00 = _ = 35 = _ = 35 35 0 23:00 27 27 27 0 24:00 - - - 15 - - - 15 15 0 ----- ----- ----- ----- ----- ----- ----- ----- ------- ------- ------- Totals - - - 3201 30SO - - 3410 3410 0 ------------------------------------------------------------------------------------------------------------------ $ Avg Wkdav = _ = 93.9 89.4 = _ Avg Dav 93.9 89.4 AM Peak Hr None None None 08:00 08:00 None None ' AM Count - - - 506 S11 - - PM Peak Hr None None None 18:00 18:00 None None ' PM Count - - - 229 257 - - ' TRANSDATA SERVICES BURLINGTON, MA 01803 02-07-1997 Volume by Lane Report - D0205001.PRN 08:44 Pq 1 --------------------------------------------------------------------------------------------------- ---------v---------------------- Sta: 000000000001 Id: 353020597001 CId: 01 Fmt: 600 Imperial Int: 15 Min. Start: Wed - Feb 05, 1997 at 06:15 End: Wed Feb 05, 1997 at 24:00 City/Town: SOUTH WINDSOR, CT. County: HARTFORD ' Location: AVERY ST (BTWN CLINTON DR & GLENWOOD RD) File: D0205001.PRN Lnl-North Ln2-South ------------------------------------------------------------------------------------------------------------------------------------ ' Wed - Feb 5, 1997 Lane 1 2 Total -------------- ------ ------ ------ ' 06:36 17 43 60 06:45 15 85 100 07:00 10 80 90 ' 07:15 18 100 118 07:30 28 121 149 07:45 41 145 186 08:00 31 140 171 08.15 19 92 ill 08:30 28 82 110 08:45 25 71 96 09:00 24 71 95 ' 09:15 14 48 62 09:30 16 45 61 09:45 18 59 77 ' 10:00 18 39 57 10:15 24 39 63 10:30 28 37 65 10:45 30 37 67 11:00 32 39 71 11.15 24 42 66 11:30 33 39 72 11,49 47 38 85 12:00 42 37 79 12:15 45 41 86 12:30 49 47 96 ' 12:45 44 39 S3 13:00 37 51 88 13:15 40 42 82 ' 13:30 40 38 78 13:45 39 39 78 14:00 48 42 90 14:15 54 42 96 14:30 51 45 96 14:45 57 77 134 15:00 48 45 93 ' 15:15 63 56 119 15:30 al 47 129 15:45 71 62 133 16:00 79 48 127 16:15 79 51 1"10 16:30 97 50 147 16:45 91 56 147 1 . rTRANSDATA SERVICES BURLINGTON. MA 01903 02-07-1997 Volume by Lane Report - D02050OI.PRN 98:44 p4 2 -- --------------------------------------- ----------------------------------------------------------------------- ----- Wed - Feb 5, 1997 ' Lane 1 2 -- -- Total -------------- ------ ------ 17:00 93 53 146 r 17:15 117 67 184 17:30 124 53 177 17:45 90 55 145 18:00 96 54 150 ' 18:15 81 36 117 18:30 74 60 134 18.45 58 43 101 ' 19:00 61 45 106 19:15 55 51 106 19:30 67 36 103 19:45 62 27 89 ' 20:00 50 22 72 20:15 39 25 64 20:30 49 13 62 20:45 45 13 58 ' 21:00 36 24 60 21:15 44 8 52 21:30 25 7 32 21:45 42 9 51 22:00 32 11 43 22:15 27 10 37 22:30 19 5 24 22:45 11 4 i5 23:00 10 8 18 23:15 10 5 15 23:30 17 3 20 23:46 8 4 12 24:00 12 3 35 rDaily Totals 3149 3201 6350 Percentages 49.59 50.41 r ---------------------------------------------- r r r r r tTRANSDATA SERVICES BURLINGTON, MA 01803 02-07-1997 Volume b Lane Report 5 D0205001.PRN 08:4 Pg 3 - -------- ----- ------------------ Sta: 000000000001 Id: ----y 353020597001 CId: 01 Fmt: 600 - Imperial Int: 15 Min.--- Start: Wed - Feb 05, 1997 at 06:15 End: Wed - Feb 05, 1997 at 24:00 City/Town: SOUTH WINDSOR, CT. Countv: HARTFORD Location: AVERY ST (BTWN CLINTON DR & GLENWOOD RD) File: D0205001.PRN Lnl-North Ln2-South --------------------------------------------------------------------------------------------------------------------------------- Station Data Summary -------------------- ' Lane 1 2 Total -------------- ------ ------ ------ Grand Totals 3149 3201 6350 ' Percentages -----49.59- 50.41 ---___--____ _____________________________________________________________________________________________________________ Am/Pm Peak Hour Totals ---------------------- Lane ------ ------ Total Am Hour 7-8 118 506 624 Percentages 3.75 15.81 9.83 Pm Hour 17-18 427 229 656 Percentages 13.56 7.15 10.33 TRANSDATA SERVICES BURLINGTON, MA 01803 02-07-1997 Volume by Lane Report - D0206061.PRN 08:44 Pg 1 ---------------------------------------------------------------------------------------------------P-------------------------------- Sta: 000000000001 Id: 353020597001 CId: 01 Fmt: 600 Imperial Int: 15 Min. Start: Thu - Feb 06, 1997 at 00:00 End: Thu - Feb 06, 1997 at 18:02 '. City/Town: SOUTH WINDSOR, CT. County: HARTFORD Location: AVERY ST (BTWN CLINTON DR & GLENWOOD RD) File: D0206001.PRN Lnl-North Ln2-South --------------------------------------------------------------------------------------------------------------------------------- Thu - Feb 6, 1997 Lane 1 2 Total 00:15 12 3 15 00:30 6 1 7 00:45 1 0 1 01:00 5 1 6 01:15 2 1 3 01:30 0 0 0 ' 01:45 2 1 3 02:00 0 p 0 3 1 02:15 4 02:30 2 0 ' 2 02:45 0 1 1 1 2 03:00 3 03:15 0 2 2 03:30 p p O 03:45 0 2 2 04:00 2 2 4 04:15 0 3 3 04:30 2 7 9 04:45 0 8 B 05:00 p 3 3 ' 05:15 2 6 g 05:30 4 10 14 05:45 5 18 23 06:00 1 25 26 06:15 8 35 43 06:30 7 44 51 06:45 14 84 98 ' 07:00 21 98 119 07:15 30 101 131 07:30 26 117 143 07:45 43 181 224 ' 09:00 27 112 139 08:15 25 80 105 08:30 43 89 132 08:45 - 22 74 96 09:00 33 83 116 09:15 28 66 94 09:30 24 53 77 09:45 18 45 63 10:00 20 41 61 10:15 37 43 80 10:30 28 49 77 TRANSDATA SERVICES BURLINGTON, NA 01803 02-07-1997 Volume by Lane Report - D0206001.PRN 08:44 Pq 2 Thu - Feb 6, 1997 Lane Total -------------- 10:45 26 45 71 ' 11:00 36 49 85 11:15 34 48 82 11:30 45 41 84 11:46 30 27 57 12:00 44 46 90 12:15 50 50 100 12:30 37 49 86 12:45 45 52 97 13:00 57 52 104 13:15 54 48 102 13:30 39 55 94 13:45 41 31 72 14:00 53 42 95 14:15 53 51 104 14:30 66 42 108 14:45 46 69 115 15:00 66 54 120 15:15 56 57 113 15:30 75 54 129 15:45 67 50 117 16:00 64 54 118 16:15 84 ' S2 136 16:30 92 59 15151 16:45 104 61 165 17:00 110 63 173 17:15 113 57 170 17:30 127 72 199 17:45 102 63 18:00 100 6s lss TRANSDATA SERVICES BURLINGTON, MA 01803 ' 02-07-1997 Volume by Lane Report - D0206001.PRN 08:44 Pg 3 - __ ---------- Sta: 000000000001 Id: 353020597001 CId: 01 Fmt: 600 - Imperial Int: 15 Min. Start: Thu - Feb 06, 1997 at 00:00 End: Thu Feb o6, 1997 at 18:02 City/Town: SOUTH WINDSOR, CT. County: HARTFORD Location: AVERY ST (BTWN CLINTON DR & GLENWOOD RD) File: D0206001.PRN Lnl-North Ln2-South ------------------------------------------------------------------------------------------------------------------------------------ Station Data Summary -------------------- Lane 1 2 Total Grand Totals 2420 3050 5470 Percentages44.24 55.76 __---- ------------------------------------------------------------------------------------------------------- Am/Pm Peak Hour Totals ---------------------- ' Lane 1 - 2 Total Am Hour 7-8 126 511 637 Percentages 5.21 16.75 11.65 Pm Hour 17-18 442 257 695 Percentages 18.26 8.43 16..' Avery ,Street Traffic Volumes Vici n ity of G ray Road 700 600 . ... .... ........ .. ........... ......................................................... ..... ........................................ .......... 0 500 ........ ........... ... ....... ................ ... .... ............. Q. 400 .. ....... ................. . ..... ...... a300 ............... ....... ........ ....................... ... .... ............ ....... 200 ............... ... ..... 100 . .......... ... 0 Mid-1 5-6 10-11 3-4 8-9 Time of Day Northbound X Southbound EE Total Traffic TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302061 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302061 LOCATION :FOSTER ST/SCHOOL DR/RAINBOW (617) 272-4388 FAX (617) 272-0783 Start Date: 02/06/97 WEATHER :SUNNY/COOL Page 1 ' AUTOS,TRUCKS/BUSSHS IFOSTER ST ISCHOOL DRIVEWAY IFOSTER ST 1RAINBOW TERRACE ISouthbound lWestbound (Northbound lEastbound Start 1 1 I I Ilntvl. Time 1 Left Thru Right Otherl Left Thru Right Otherl Left Thru Right Otherl Left Thru Right Otherl Total 02/06/97 1 I 1 13:301 1 3 1 0l 1 1 0 DI 1 7 2 01 0 0 1 Dl 18 13,451 3 7 0 01 1 1 2 of 0 4 2 of 0 1 1 Dl 22 Hour) 4 10 1 0l 2 2 2 of 1 11 4 0l 0 1 2 0l 40 1 1 1 1 14:001 4 15 0 of 2 0 2 of 1 8 4 of 0 1 4 of 41 14:151 21 11 1 of 4 0 0 0l 3 10 16 of 1 1 1 of 69 14:301 2 5 0 of 9 1 19 of 3 8 3 of 2 0 3 0l 55 14-451 5 8 1 ol 5 0 6 al 2 12 21 ol 0 1 1 ol 62 Hourl 32 39 2 0l 20 1 27 of 9 38 44 0l 3 3 9 01 227 1 1 1 1 1 ' 15:001 12 35 2 01 10 0 6 01 1 13 14 Ol 0 1 1 of 95 15:151 2 11 0 of 7 0 4 0l 1 5 1 of 0 0 2 of 33 15:301 4 11 1 of 7 2 11 of 0 11 2 of 0 0 0 0l 49 15:451 6 4 1 of 4 0 2 of 1 20 8 of 0 1 1 0l 48 Hourl 24 61 4 0l 28 2 23 of 3 49 25 01 0 2 4 01 225 1 1 1 1 1 16:001 4 12 0 of 11 1 17 of 3 18 6 of 1 1 2 of 76 16:151 3 7 1 of 4 0 2 0l 0 14 1 of 1 0 0 of 33 16:301 3 14 D of 4 1 4 DI 1 5 3 of 0 0 2 of 37 16:451 6 16 0 ol 11 1 11 ol 2 12 8 ol 0 1 0 01 68 Hourl 16 49 1 0l 30 3 34 0l 6 49 18 of 2 2 4 01 214 I I I I 1 17:001 6 6 0 0l 6 2 5 of 7 19 9 of 0 1 2 of 63 17:151 1 15 2 0l 4 0 1 0l 6 14 6 of 0 1 3 of 53 17:301 2 15 0 Dl 3 2 3 DI 8 14 2 of 0 1 4 OI c4 17:451 0 17 1 of I 1 1 0l 9 22 1 of 2 D 5 0l 60 Hourl 9 53 3 of 14 5 10 of 30 69 18 0l 2 3 14 01 230 I Totall 85 212 11 OI 94 13 96 01 49 216 109 01 7 11 33 0! $ Apr. I 27.5 68.8 3.5 -I 46.3 6.4 47.2 -I 13.1 57.7 29.1 -i 13.7 21.5 64.7 - € Int. I 9.0 22.6 1.1 -I 10.0 1.3 10.2 -I 5.2 23.0 11.6 -j 0.7 1.1 3.5 - - TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302061 CLIENT :EARTH TECH/221S4 BURLINGTON, MA 10803 Site Code : 35302061 LOCATION :FOSTER ST/SCHOOL DR/RAINBOW (617) 272-4388 FAX (617) 272-0783 Start Date: 02/06/97 WEATHER :SUNNY/COOL Page 1 AUTOS,TRUCKS/BUSSES FOSTER ST (SCHOOL DRIVEWAY (FOSTER ST (RAINBOW TERRACE ISouthbound iWestbound (Northbound 1Eantbound Start I I I I aIntvl. Time I Left_ Thru Right Other' Left Thru Right Other Left Thru Right Other) Left Thru Right Other Total Peak Hour Analysis By Entire Intersection for the Period: 13:30 on 02/06/97 to 17:45 on 02/06/97 1 Time 1 14:15 1 14:15 1 14:15 1 14:15 1 ' Vol. 1 40 59 4 01 28 1 31 01 9 43 54 01 3 3 6 01 Pct. 1 38.8 57.2 3.8 0.01 46.6 1.6 51.6 0.01 8.4 40.5 50.9 0.01 25.0 25.0 50.0 0.01 Total I 103 1 60 1 106 1 12 High ( 15:00 1 14:30 114:45 114:30 Vol. 12 35 2 01 9 1 19 0l 2 12 21 01 2 0 3 01 Total I 49 1 29 1 35 1 5 PHF 0.525 0.517 0.757 1 0.600 83 18® FOSTER ST ' 1 1 8 4 60 81 INSOW TER !66l97 OOL DRIVEWAY 26 3 15gw 157 3 3 3 6 4 12 FOSTER ST 199 93 @6 TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302061 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302061 LOCATION :FOSTER ST/SCHOOL DR/RAINBOW (617) 272-4388 FAR (617) 272-0783 Start Date: 02/06/97 WEATHER :SUNNY/COOL Page 1 AUTOS,TRUCKS/BUSSES FOSTER ST (SCHOOL DRIVEWAY IFOSTER ST (RAINBOW TERRACE ISouthbound 1Westbound INorthbound lRastbound Start I I I I llntvl. Time I Left Thru Right Other' Left Thru Right Other Left Thru Right Other Left Thru Right Other Total Peak Hour Analysis By Entire Intersection for the Period: 13:30 on 02/06/97 to 17:45 on 02/06/97 Time 14:15 1 14:15 1 14:15 1 14:15 .� Vol. 40 59 4 01 28 1 31 01 9 43 54 01 3 3 6 01 Pct. 38.8 57.2 3.8 0.01 46.6 1.6 51.6 0.01 8.4 40.5 50.9 0.01 25.0 25.0 50.0 0.01 Total 103 ( 60 106 12 ' High IS:00 ' 14:30 114:45 114:30 Vol. 12 35 2 01 9 1 19 01 2 12 21 01 2 0 3 01 Total 49 1 29 I 35 1 5 1 PHF 10.525 10.517 � 0.757 10.600 FOSTER ST 4 59 40 77 ls0 RAINBOW TERRACE 14 '� 02/06/97 31 03:050�3 1 � 26 381 157 28 3 � 6 IT ---> 97 SCHOOL DRIUEWAY N 1 199 93 43 9 54 FOSTER ST 1 TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT, 74 MACON ROAD Study Name: 35302061 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302061 LOCATION :FOSTER ST/SCHOOL DR/RAINBOW (617) 272-4398 PAX (617) 272-0793 Start Date: 02/06/97 WEATHER :SUNNY/COOL Page 1 AUTOS IFOSTBR ST ISCHOOL DRIVEWAY (FOSTER ST IRAINBOW TERRACE ISouthbound (Westbound (Northbound (Eastbound Start I I I I Ilntvl. Time I Left Thru Right Other Left Thru Right Other Left Thru Right Otherl Left Thru Right Otherl Total 02/06/97 1 1 1 1 13:301 1 3 1 01 1 1 0 01 1 7 2 01 0 0 1 01 18 13:451 2 7 0 01 1 1 2 OI 0 3 2 01 0 1 1 01 20 Hourl 3 10 1 01 2 2 2 01 1 10 4 01 0 1 2 01 38 1 1 1 1 1 14,001 4 15 0 01 1 0 2 01 1 7 4 01 0 1 3 01 38 14:151 7 10 1 01 2 0 0 01 3 9 6 01 1 1 1 01 41 14:301 2 5 0 01 3 1 2 01 3 8 2 01 2 0 3 01 31 14:45 4 7 1 01 5 0 6 01 2 11 19 01 0 0 1 of 56 Hourl 17 37 2 01 11 1 10 01 9 35 31 01 3 2 B O1 166 1 1 1 1 1 15:001 4 31 1 01 10 0 6 01 1 12 10 01 0 1 1 01 77 15:151 2 10 0 01 6 0 3 01 1 5 1 01 0 0 2 01 30 15:301 4 11 1 01 7 2 11 01 0 11 2 01 0 0 0 0l 49 15:45 1 6 4 1 of 4 0 2 01 1 18 8 01 0 1 1 o f 46 Hourl 16 56 3 01 27 2 22 01 3 46 21 01 0 2 4 01 202 1 1 1 1 1 16:001 2 12 0 01 10 1 16 01 3 16 6 01 1 1 2 01 70 16:151 2 7 1 OI 3 0 2 OI 0 14 1 Ol 1 0 0 01 31 16:301 3 14 0 01 4 1 4 01 1 5 3 01 0 0 2 01 37 16:451 6 16 0 01 11 1 11 of 2 12 8 OI 0 1 0 01 68 Hourl 13 49 1 01 28 3 33 01 6 47 18 01 2 2 4 01 206 i 17:001 6 6 0 01 6 2 5 Ol 7 19 9 01 0 1 2 01 63 17:151 1 15 2 01 4 0 1 01 6 14 6 01 0 1 3 of 53 17:301 2 15 0 01 3 2 3 01 8 14 2 01 0 1 4 01 5 17:451 0 17 1 of 1 1 1 01 9 22 1 of 2 0 5 01 60 i Hourl 9 53 3 Ol 14 5 SO Ol 30 69 18 Ol 2 3 14 Ol 230 1 1 1 1 1 Totall 58 205 10 01 82 13 77 01 49 207 92 01 7 10 32 01 842 % Apr. 1 21.2 75.0 3.6 -I 47.6 7.5 44.7 -1 14.0 59.4 26.4 -1 14.2 20.4 65.3 -1 % Int. 1 6.8 24.3 1.1 -I 9.7 1.5 9.1 -i 5.8 24.5 10.9 -1 0.8 1.1 3.8 -1 - TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302061 CLIENT :EARTH TECH/22154 BURLINGTON, Kk 10903 Site Code : 35302061 LOCATION :FOSTER ST/SCHOOL DR/RAINBOW (617) 272-4388 FAX (617) 272-0783 Start Date: 02/06/97 WEATHER :SUNNY/COOL Page 1 TRUCKS/BUSSES (FOSTER ST ISCHOOL DRIVEWAY IOOSTER ST IRAINBOW TERRACE ISouthbound (Westbound (Northbound [Eastbound Start I I I I lIntvl. Time I Left Thru Right other) Left Thru Right Otherl Left Thru Right Others Left Thru Right Other[ Total 02/06/97 I 1 1 1 'BREAK II---------------------------I---------------------------I---------------------------I---------------------------I------ 13:45) 1 a 0 of 0 0 0 of 0 1 0 of 0 0 0 of 2 Hourl 1 0 0 of 0 0 0 of 0 1 0 of 0 0 0 of 2 1 1 1 1 1 14:001 0 0 0 of 1 0 0 of 0 1 0 of 0 0 1 of 3 14:151 14 1 0 of 2 0 0 of 0 1 10 of 0 0 0 of 26 14:30I 0 0 0 of 6 0 17 of 0 0 1 of 0 0 0 al 24 14,451 1 1 0 0 0 0 0 ol 0 1 2 of 0 1 0 ol 6 Hourl 15 2 0 of 9 0 17 of 0 3 13 of 0 1 1 OI 61 1 1 1 1 1 15:001 8 4 1 of 0 0 0 of 0 1 4 01 0 0 0 of 18 15:151 0 1 0 of 1 0 1 of 0 0 0 of 0 0 0 of 3 (BRBAKII---------------------------I------ ---------------I---------------------------I---------------------------I------ is:45{ 0 0 0 of 0 0 0 of a 2 0 of 0 0 0 of 2 Hour( 8 5 1 o I 1 0 1 oI 0 3 4 oI 0 0 0 oI 23 1 1 1 1 1 16:001 2 0 0 of 1 0 1 of 0 2 0 of 0 0 0 of 6 16:151 1 0 0 of 1 0 0 01 0 0 0 of 0 0 0 01 2 LBRBAKII---------------------------I---------------------------I--------------------------I--------—-----------------I Hour( 3 0 0 oI 2 0 1 oI 0 2 0 oI 0 0 a oI 8 I I I I I (BREAK)l---------------------------I-------------- ------I---------------------------I------- -- ----I------ Totall 27 7 1 of 12 0 19 01 0 9 17 of 0 1 1 of 94 Apr. 1 77.1 20.0 2.8 -I 38.7 - 61.2 -1 - 34.6 65.3 -I - 50.0 50.0 -I - Int. I 28.7 7.4 1.0 -I 12.7 - 20.2 -I - 9.5 18.0 - _ -1 1.0 1.0 -I TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302051 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302051 LOCATION :FOSTER ST/SCHOOL DR/RAINBOW (617) 272-4388 FAX (617) 272-0783 Start Date: 02/05/97 WEATHER :RAIN/FOG/COOL Page 1 AUTOS,TRUCKS/BUSSES IFOSTER ST (SCHOOL DRIVEWAY IFOSTER ST (RAINBOW TERRACE Isouthbound (Westbound (Northbound (Eastbound Start I I I I (Intvl. Ti-- I Left Thru Right Otherl Left Thru Right other! Left Thru Right Otherl Left Thru Right otherl Total 02/05/97 1 1 1 1 07:001 5 16 0 OI 4 3 3 of 2 2 5 of 0 0 1 of 41 07:151 10 16 0 of o 0 1 of 1 7 3 01 0 0 10 of 48 07:301 21 26 0 0l 11 0 2 of 0 2 20 of 1 4 6 of 93 07:451 40 20 0 01 26 5 15 OI 2 6 33 OI 0 8 3 of 158 Hourl 76 78 0 of 41 8 21 01 5 17 61 of 1 12 20 01 340 1 1 1 1 1 08:001 8 31 0 of 10 2 7 of 0 7 14 of 0 4 5 of 88 08:151 15 31 1 of 5 3 5 of 1 6 21 of 0 7 1 of 96 08:301 15 27 6 of 4 1 2 of 2 7 18 01 0 5 4 of 91 08:45I 6 12 0 01 0 0 0 01 1 1 7 of 0 0 0 ol, 27 Hourl 44 101 7 of 19 6 14 of 4 21 60 of 0 16 10 01 302 Totall 120 179 7 OI 60 14 35 OI 9 38 121 Of 1 28 30 01 E42 $ Apr. I 39.2 59.4 2.2 -1 55.0 12.8 32.1 -I 5.3 22.6 72.0 -I 1.6 47.4 50.8 -1 - $ Int. I 18.6 27.8 1.0 -I 9.3 2.1 5.4 -1 1.4 5.9 18.9 -i 0.1 4.3 4.6 - TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302051 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 353D2t)51 LOCATION :FOSTER ST/SCHOOL DR/RAINBOW (617) 272-4388 FAX (617) 272-0783 Start Date: 02/05/97 WEATHER :RAIN/FOG/COOL Page 1 AUTOS,TRUCKS/BUSSES FOSTER ST ISCHOOL DRIVEWAY IFOSTER ST !RAINBOW TERRACE ISouthbound 1Westbound !Northbound lHastbound Start I I I I 17nr,rl. Time i Left Thru Right Otherl Left Thru Right Otherl Left Thru Right Otherl Left Thru Right Other Total Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 02/05/97 to 08:45 on 02/05/97 Time 1 07:30 1 07:30 1 07:30 1 07:30 Vol. 84 108 1 01 52 10 29 01 3 21 88 0f 1 23 15 01 Pct. 43.5 55.9 0.5 0.01 57.1 10.9 31.8 0.01 2.6 18.7 78.5 0.01 2.5 58.9 38.4 0.01 Total 193 91 1 112 39 1 High 07:45 07:45 1 07:45 07:30 Vol. 40 2.0 0 01 26 5 15 01 2 6 33 01 1 4 6 01 Total ' 60 1 46 1 41 11 1 PHF 0.804 0.494 0.682 0.886193 1 244 FOSTER ST 1 53 4 91 35 I111I4W TER /05/97 CHOOL DRIVEWAY 3 7•36am 386 :15am 1 L 3 33 5 gg 39 FOSTER ST 237 1 17S 12 TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302051 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302051 LOCATION :FOSTER ST/SCHOOL DR/RAINBOW (617) 272-4388 FAX (617) 272-0793 Start Date: 02/05/97 WEATHER :RAIN/FOG/COOL Page 1 ' AUTOS,TRUCKS/BUSSES (FOSTER ST (SCHOOL DRIVEWAY JFOSTRR ST (RAINBOW TERRACE ISouthbound lWestbound (Northbound jEastbound Start I I I I lIntvl. Time I Left Thru Right Other) Left Thru Right Other( Left Thru Right Other Left Thru Right Otherf Total Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 02/05/97 to 08:45 on 02/05/97 Time 1 07:30 1 07:30 1 07:30 1 07:30 Vol. 1 84 108 1 01 52 10 29 01 3 21 88 01 1 23 15 01 Pct. ( 43.S 55.9 0.5 0.01 57.1 10.9 31.8 0.01 2.6 18.7 78.5 0.01 2.5 58.9 38.4 ).OI Total 1 193 91 112 39 High ! 07:45 ' 07:45 07:45 107:30 Vol. 40 20 0 01 26 5 15 01 2 6 33 01 1 4 6 01 Total 60 1 46 1 41 11 PHF 10.804 0.494 ( 0.682 0.866 I FOSTER ST 108 51 244 RAINBOW TERRACE 14 82/05/97 � 07'30an ' 1 08:15aN 10 53 435 286 23 �- 52 15 —3 195 SCHOOL DRIUEWAY N 287 175 21 FOSTER88 ST TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT, 74 MACON ROAD Study Name: 35302051 ' CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302051 LOCATION :FOSTER ST/SCHOOL DR/RAINBOW (617) 272-4388 FAX (617) 272-0783 Start Date: 02/05/97 WEATHER :RAIN/FOG/COOL Page 1 t AUTOS FOSTER ST (SCHOOL DRIVEWAY IFOSTER ST (RAINBOW TERRACE ISouthbound lWestbound lNorthbound lEastbound Start I I I I llntvl. . Time I Left Thru Right Otherl Left Thru Right Other! Left Thru Right Other Left Thru Right Other Total 02/05/97 1 07:151 10 is 0 01 0 0 1 01 1 7 3 01 0 0 10 01 47 ' 07:301 20 25 0 01 11 0 2 01 0 2 17 01 1 3 6 01 87 07:451 29 19 0 01 1s 5 14 01 1 5 25 01 0 8 3 01 »4 ' Hourl 64 75 0 0' 30 7 20 01 4 15 50 Oi 1 11 20 01 297 1 ( 1 1 1 08:001 6 25 0 01 9 2 6 01 0 7 13 01 0 4 5 01 77 08:151 11 30 1 01 4 3 5 01 1 5 19 01 0 6 1 01 86 08:301 12 26 5 01 4 1 2 01 2 6 16 01 0 5 3 01 82 08:451 5 12 0 Ol 0 0 0 01 1 1 7 01 0 0 0 01 26 Hour 34 93 6 01 17 6 13 01 4 19 55 01 0 15 9 01 271 Total 98 168 6 01 47 13 33 01 8 34 105 01 1 26 29 01 568 Apr. I 36.0 61.7 2.2 50.5 13.9 35.4 5.4 23.1 71.4 1.7 46.4 51.7 -� - Int. 17.2 29.5 1.0 -I 8.2 2.2 5.8 1.4 5.9 18.4 0.1 4.5 5.1 - 1 TRANSDATA SERVICES ' CITY/TOWN :SO. WINDSOR Cr. 74 MACON ROAD Study Name: 35302051 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302051 LOCATION :FOSTER ST/SCHOOL DR/RAINBOW (617) 272-4388 FAX (617) 272-0783 Start Date: 02/05/97 WEATHER :RAIN/FOG/COOL Page 1 ' TRUCKS/BUSSES [FOSTER ST ISCHOOL DRIVEWAY (FOSTER ST IRAINBOW TERRACE ISouthbound lWestbound lNorthbound lHastbound ' Start I I I I lIntvl. Time I Left Thru Right Otherl Left Thru Right other) Left Thru Right Other] Left Thru Right Otherl Total 02/05/97 1 .� 07:00 1 0 0 0 01 0 1 0 01 0 1 0 01 0 0 0 01 2 07.151 0 1 0 01 0 0 0 01 0 0 0 01 0 0 0 01 1 07:301 1 1 0 01 0 0 0 01 0 0 3 0I 0 1 0 0I 6 07:451 11 1 0 01 11 0 1 01 1 1 8 01 0 0 0 01 34 ' Hourl 12 3 0 01 11 1 1 01 1 2 11 01 0 1 0 01 43 1 1 08:001 2 6 0 01 1 0 1 0I 0 0 1 01 0 0 0 01 11 08:151 4 1 0 OI 1 0 0 01 0 1 2 0I 0 1 0 01 10 08:30I 3 1 1 0l 0 0 0 01 0 1 2 01 0 0 1 01 9 08:45I 1 0 0 01 0 0 0 01 0 0 0 01 0 0 0 01 1 Hour 10 8 1 01 2 0 1 0' 0 2 5 01 0 1 1 01 31 1 1 1 1 Total 22 11 1 01 13 1 2 01 1 4 16 01 0 2 1 01 74 Apr. 1 64.7 32.3 2.9 -1 81.2 6.2 12.5 4.7 19.0 76.1 -I - 66.6 33.3 - Int. I 29.7 14.9 1.3 17.5 1.3 2.7 1.3 5.4 21.6 2.7 1.3 -� - TRANSDATA SERVICES ' CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302052 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302052 LOCATION :AVERY ST/GRAY ROAD (617) 272-4388 FAX (617) 272-0783 Start Date: 02/05/97 WEATHER :RAIN/FOG/COOL Page 1 AUTOS,TRUCKS/BUSSES 1AVBRY ST IAVERY ST [GRAY ROAD lSouthbound lNorthbound lHastbound Start I i 1 llntrvl. Time I Thru Right Otherl Left Thru Otherl Left Right Otherl Total 02/05/971 1 I 1 07:001 93 5 01 6 15 01 3 5 01 127 07:151 114 14 01 7 21 01 3 10 01 169 07:301 134 19 01 27 15 01 8 8 01 211 07:451 130 23 01 6 29 OI 5 13 0 206 ' Hourl 471 61 01 46 80 01 19 36 01 713 08:001 85 3 01 1 17 01 11 3 01 120 08:151 73 8 01 5 22 01 1 3 01 112 08:301 66 3 01 2 30 01 9 4 01 114 08:451 71 1 01 3 23 01 3 1 01 102 ' Hourl 295 15 OI 11 92 0l 24 11 01 448 1 1 1 1 Totall 766 76 01 57 172 01 43 47 01 1161 's Apr. 1 90.9 9.0 -1 24.8 75.1 -1 47.7 52.2 -I - ' Int. ( 65.9 6.5 4.9 14.8 -i 3.7 4.0 - r TRANSDATA SERVICES ' CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302052 CLIENT :BARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302052 LOCATION :AVERY ST/GRAY ROAD (617) 272-4388 FAX (617) 272-0783 Start Date: 02/05/97 WEATHER :RAIN/FOG/COOL Page 1 AUTOS,TRUCAS/BUSSES JAVERY ST JAVERY ST IGRAY ROAD ISouthbound (Northbound jEastbound Start I I I Ilntrvl. Time I Thru Right Otherl Left Thru Otherl Left Right Otherl Total Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 02/05/97 to 08:45 on 02/O5/97 ' Time 07:00 1 07:00 1 07:00 1 Vol. 471 61 01 46 80 01 19 36 01 Pct. 88.5 11.4 0.01 36.5 63.4 0.01 34.5 65.4 0.01 Total 532 1 126 1 55 ' Higl. " 07:30 1 07:30 1 07:45 Vol. 134 19 01 27 15 01 5 13 01 Total 153 42 1 18 ' PHF I 0.869 61 � 0.750 532 1 0.763 I 631 AUERY ST f000/ 6 46 ' 187 713 GRAY ROAD 67 99an 62 ®7:45an 19 35 33 AUERY ST ' 633 3 507 4 126 TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT, 74 MACON ROAD Study Name: 35302052 ' CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302D52 LOCATION -AVERY ST/GRAY ROAD (617) 272-4388 FAX (617) 272-0783 Start Date: 02/05/97 WEATHER :RAIN/FOG/COOL Page 1 ' AUTOS,TRUCKS/BUSSES JAVERY ST IAVERY ST IGRAY ROAD ISouthbound lNorthbound lRastbound Start I I I (Intrvl. Time I Thru Right Other) Left Thru Other` Left Right Other Total Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 02/05/97 to 08:45 on 02/05/97 Time 07:00 107:00 107:00 1 ' Vol. 471 61 01 46 80 01 19 36 01 Pct. 1 88.5 11.4 0.01 36.5 63.4 0.01 34.5 65.4 0.01 Total 1 532 1 126 I 55 ' High ! 07:30 1 07:30 07:45 Vol. 1 134 19 01 27 15 01 5 13 01 Total 1 153 42 18 PHF I 0.869 0.750 I 0.763 AUERY ST 61 99 471 631 1 GRAY ROAD 107 <--- 02/05/97 07.00am ' 07:45an 19 --+ 162 713 ' 36 73/ N 633 46 507 80 ' AUERY ST TRANSUATA SERVICES CITY/TOWN :SO. WINDSOR CT, 74 MACON ROAD Study Name: 35302052 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302052 LOCATION :AVERY ST/GRAY ROAD (617) 272-4388 E'AX (617) 272-0783 Start Date: 02/05/97 WEATHER :RAIN/FOG/COOL Page 1 AUTOS JAVERY ST JAVERY ST IGRAY ROAD ISouthbound lNorthbound lRastbound Start I I I +Intrvl. Time I Thru Right Otherl Left Thru Otherl Left Right Otherl Total, 02/OS/971 07:00, 93 5 0, 5 15 0, 3 1 0l 126 07:151 113 14 OI 7 20 OI 3 10 0l 167 07:30I 134 19 0l 27 13 OI 8 8 OI 209 07:451 128 19 of 4 29 0l 5 12 0l 197 ' Hourl 468 57 0' 43 77 0l 19 35 0l 699 08:001 85 3 0' 1 17 OI 8 2 0l 116 08:151 72 6 OI 3 20 OI 1 3 0l 105 08:301 64 2 OI 2 26 0l 6 4 OI 104 08,451 70 1 of 3 23 0f 3 1 0l 101 Hour, 291 12 0' 9 86 0' 18 10 0, 426 Total' 759 69 0l 52 163 Ql 37 45 Q! 1125 Apr. 91.6 8.3 24.1 75.8 45.1 54.8 -� - Int. 67.4 6.1 4.6 14.4 3.2 4.0 -� - i 1 1 TRANSDATA SERVICES CITY/TOWN' :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302052 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302052 LOCATION :AVERY ST/GRAY ROAD (617) 272-4388 FAX (617) 272-0783 Start Date: 02/05/97 WEATHER :RAIN/FOG/COOL - Page 1 1 TRUCKS/BUSSES IAVERY ST 1AVERY ST GGRAY ROAD 1Southbound (Northbound 1Eastbound 1 Start I I I 11ntrvl. Time I Thru Right Otherl Left Thru Otherl Left Right Other! Total 02/05/971 I I I 07:001 0 0 01 1 0 01 0 0 01 1 07:151 1 0 01 0 1 01 0 0 o1 2 07:301 0 0 01 0 2 01 0 0 01 2 07.451 2 4 01 2 0 01 0 1 01 9 1 Hour1 3 4 01 3 3 01 0 1 01 14 1 1 1 I 08:001 0 0 01 0 0 01 3 1 01 4 08:151 1 2 01 2 2 01 0 0 01 7 08:301 2 1 01 0 4 01 3 0 01 10 08,451 1 0 01 0 0 01 0 0 0! 1 Hour1 4 3 01 2 6 01 6 1 01 22 i Tota11 7 7 01 5 9 01 6 2 01 36 Apr. 1 50.0 50.0 -1 35.7 64.2 -1 75.0 25.0 -1 - Int. 1 19.4 19.4 -1 13.8 25.0 -1 16.6 5.5 -� - 1 1 i i 1 TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT, 74 MACON ROAD Study Name: 35302062 CLIENT :EARTH TECH/22154 BURLINGTON, BSA 10803 Site Code : 35302062 LOCATION :AVERY ST/GRAY ROAD (617) 272-4388 FAX (617) 272-0783 Start Date: 02/06/97 WEATHER :SUNNY/COOL Page 1 AUTOS,TRUCKS/BUSSES IAVERY ST IAVERY ST IGRAY ROAD Isouthbound lNorthbound lEastbound Start l l l llntrvl. Time I Thru Right Other{ Left Thru Otherl Left Right other Total 02/06/971 I I l 13-301 31 1 of 1 43 0l 0 0 Ol 76 13:451 36 2 0l 4 47 Ol 2 2 Ol 93 Hour 67 3 Ol 5 90 Ol 2 2 Ol 169 1 1 1 1 14,001 52 2 Ol 3 52 0l 6 2 0l 117 14:151 42 8 of 5 62 Ol 0 1 0l 118 14:301 55 3 Ol 3 44 Ol 13 14 0l 132 14:451 46 11 Ol 3 66 Ol 6 10 01 142 Hourl 195 24 Ol 14 224 of 25 27 0l 509 I I I I 15:001 50 9 01 3 53 of 16 10 0l 141 15:151 38 10 Ol 1 72 0l 6 13 0l 140 15:301 45 8 0l 4 60 0l 6 2 0l 125 15:451 47 7 Ol 5 62 Ol 3 3 Ol 127 Hourl 180 34 Ol 13 247 Ol 31 28 0l 533 I I I I 16:001 47 7 0l 4 83 Ol 15 5 Ol 161 ' 16.151 51 4 Ol 4 92 0l 7 7 0l 165 16.301 54 2 Ol 5 93 Ol 8 8 Ol 170 16:451 56 5 Ol 3 109 Ol 19 11 Ol 203 Hourl 208 18 Ol 16 377 Ol 49 31 of 699 r l I I l 17:001 ss 6 0) 6 102 0l 4 1 0l 177 17:151 70 0 0l 0 121 Ol 4 4 Ol 199 ' 17:301 64 12 Ol 3 105 0l 8 0 Ol 192 17:451 68 5 01 3 94 01 3 2 Ol 175 Hourl 260 23 0l 12 422 of 19 7 0l 743 1 i Totall 910 102 Oi 60 1360 Ol 126 95 01 2E53 Apr. 1 89.9 10.0 -1 4.2 95.7 -i 57.0 42.9 -1 - Int. l 34.3 3.8 -i 2.2 51.2 -1 4.7 3.5 -1 - TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302062 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10903 Site Code : 35302062 LOCATION :AVERY ST/GRAY ROAD (617) 272-4388 FAX (617) 272-0783 Start Date: 02/06/97 WEATHER :SUNNY/COOL Page 1 AUTOS,TRUCKS/BUSSES JAVERY ST JAVERY ST (GRAY ROAD Isouthbound INorthbound jEastbound Start I I I l Intrvl. Time Thru Right Otherf Left Thru Other Left Right Other' Total Peak Hour Analysis By Entire Intersection for the Period: 13:30 on 02/06/97 to 17:45 on 02/06/97 Time 1 16:45 1 16:45 1 16:45 1 Vol. 1 248 23 01 12 437 OI 35 16 01 Pct. I 91.5 8.4 0.01 2.6 97.3 0.01 68.6 31.3 0.01 Total 271 449 51 High 17:30 ( 17:15 16:45 Vol. 64. 12 01 0 121 01 19 11 01 Total 76 1 121 30 ' PHF 0.891 23 � 0.927 271 I 0.425 743 AUERY ST 3 rz— ' ?71 Y ROAD 02/86/97 5 84:45 pM # 85:3Ap�e 5 16 51 AUERY ST ' 713 1 264 1 449 TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT, 74 MACON ROAD Study Name: 35302062 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10803 Site Code : 35302D62 LOCATION :AVERY ST/GRAY ROAD (617) 272-4388 FAX (617) 272-0793 Start Date: 02/06/97 WEATHER :SUNNY/COOL Page 1 AUTOS,TRUCKS/BUSSES JAVERY ST JAVERY ST !GRAY ROAD ISouthbound (Northbound jEastbound Start I I I i.rntrv7.. Time I Thru Right Other) Left Thru other! Left Right Otherl Total Peak Hour Analysis By Entire Intersection for the Period: 13:30 on 02/06/97 to 17:45 on 02/06/97 Time 16:45 1 16:45 1 16:45 Vol. 248 23 01 12 437 01 35 16 01 Pct. 91.5 8.4 0.01 2.6 97.3 0.01 68.6 31.3 0.01 Total 271 449 51 � - High 17:30 17:15 16:45 Vol. 64. 12 01 0 121 01 19 11 01 Total I 76 1 121 I 30 ' PHF 0.891 0.927 0.425 AVERY ST 23 472 248 743 1 GRAY ROAD 35 <-- 02/06/97 04:45pm 05:30]pM 35 86 771 ' 16 �. 713 12 26A437 VERY ST TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT. 74 MACON ROAD Study Name: 35302062 CLIENT :EARTH TECH/22154 BURLINGTON, MA 10903 Site Code : 35302062 LOCATION .AVRRY ST/GRAY ROAD (617) 272-4389 PAX (617) 272-0783 Start Date: 02/06/97 WEATHER :SUNNY/COOL Page i AUTOS IAVERY ST IAVERY ST IGRAY ROAD lSouthbound lNorthbound lEastbound Start l l i llntrvl. Time I Thru Right Other Left Thru Other! Left Right Others Total 02/06/971 l l l 13:301 30 1 of 1 42 0l 0 0 0l 74 13:451 35 2 0l 3 45 of 2 2 0l 89 Hourl 65 3 0l 4 87 of 2 2 0l 163 ( l l l ' 14:001 49 1 of 3 51 of 6 2 0l 112 14:151 39 3 0l 4 61 0l 0 1 of 108 14.301 55 3 of 3 44 of 10 11 0l 126 14:451 40 7 ol 3 64 ol 6 8 of 128 Hour[ 183 14 of 13 220 0l 22 22 0l 474 l l l l 15:00, 49 8 0l 3 52 0, 14 9 0l 135 15:151 37 9 0l 1 69 of 6 12 of 134 16:301 45 8 of 4 59 of 6 2 0l 124 15:451 42 5 0l 5 62 01 3 3 of 120 ' Hour 173 30 of 13 242 0l 29 26 0l 513 16:001 43 7 of 4 82 of 14 4 of 154 16:151 49 4 0l 4 91 of 6 6 of 160 16:301 54 2 0l 5 93 0l 8 8 0l 170 16.451 55 5 0l 3 108 0l 18 11 of 200 Hour 201 18 of 16 374 0l 46 29 of 694 17:0O1 58 6 Ol 6 loi Oi 4 1 Ol 176 17:151 69 0 of 0 121 0l 4 4 0l 198 17:301 64 12 0l 3 104 of 8 0 0l 191 17:451 67 5 of 3 94 0l 2 2 01 173 Hourl 258 23 0l 12 420 of 18 7 0l 738 Totall 880 88 of 58 1343 of 117 86 01 2572 Apr. l 90.9 9.0 l 4.1 95.8 -1 57.6 42.3 -1 Int. l 34.2 3.4 -1 2.2 52.2 -1 4.5 3.3 -1 - �i�3 �i 13 lzi 3o Z I3�j ,�6 TRANSDATA SERVICES CITY/TOWN :SO. WINDSOR CT, 74 MACON ROAD Study Name: 35302062 CLIENT :EARTH T13CH/22154 BURLINGTON, MA 10903 Site Code : 35302062 LOCATION :AVERY ST/GRAY ROAD (617) 272-4388 FAX (617) 272-0783 Start Date: 02/06/97 WEATHER :SUNNY/COOL Page 1 TRUCKS/BUSSES IAVERY ST IAVERY ST IGRAY ROAD ISouthbound (Northbound (Eastbound Start i I I lIntrvi. Time I Thru Right Other[ Left Thru Other[ Left Right Otherl Total 02/06/971 I I 13:301 1 0 of 0 1 0l 0 0 01 2 13.451 1 0 0l 1 2 ol, 0 0 OI 4 Hourl 2 0 of 1 3 of 0 0 of 6 1 1 1 1 14,001 3 1 of 0 1 of 0 0 of 5 14:15I 3 5 of 1 1 of 0 0 DI 10 14:301 0 0 of 0 0 of 3 3 of 6 �. 14.451 6 4 01 0 2 ol, 0 2 o1 14 Hourl 12 10 of 1 4 of 3 5 of 35 1 1 1 1 15:001 1 1 of 0 1 of 2 1 of 6 15:151 1 1 of 0 3 of 0 1 of 6 15:301 0 0 of 0 1 of 0 0 of 1 15:451 5 2 of 0 0 01 0 0 of 7 Hourl 7 4 of 0 5 of 2 2 of 20 1 1 1 1 16:001 4 0 of 0 1 0l 1 1 of 7 16:151 2 0 of 0 1 of 1 1 of 5 [BRRAK1 I----------------------I-----------------------I-----------------------I------- 16:451 1 0 of 0 1 OI 1 0 of 3 Hourl 7 0 of 0 3 of 3 2 of 15 17:00I 0 D 0l 0 1 OI 0 0 0l 1 17:151 1 0 of 0 0 of 0 0 of 1 17:301 0 D of 0 1 of 0 0 of 1 17,451 1 0 01 0 0 OI 1 0 01 2 Hourl 2 0 of 0 2 of 1 0 of 5 i � Totall 30 14 DI 2 17 of 9 9 of 81 Apr. 68.1 31.8 10.5 89.4 50.0 50.0 - 8 Int. I 37.0 17.2 -1 2.4 20.9 -1 11.1 11.1 -� - O G A6 CA F SIq. .4__-_ to3'I Ro wre 3 0 �., - 29 (mob I &Ito---.-�• 3 - 41 to .E-.31 I `� II �' 42 N- 42 VI X.5. CA Nam _ a ohs fn r fi o Ex � � 3 ►�' 3 19910 F x 15-F//06r 6-M I N 4- Hu-L E5T;1TLe5 O C G cJ� MR MINOWIM47saw-� 1 ---.3- CA 2S8 —�- U 39 < 39 ( h 24 � 24 --y� 24 J�0 jn ISO o EXH ) OIT 2 199(o Fxr�T-r�r _ A w P6611 �E►ti1►N�' H�c.LES�t'RT�S souTi-t w�n�jlso�4, �,�' Timothy Edwards Middle School- Traffic Analysis Capacity Analysis i 1 Page 17 HCS: Unsignalized Intersections Release 2.1d AVERYPM.HCO Page 1 Earth Tech_____________________________________________________________ Salmon Brook Office Park 655 Winding Brook Road, Suite 402 Glastonbury, CT 06033- Ph: (860) 657-1200 Streets: (N-S) Foster Street (E-W) Rainbow/TME Drive Major Street Direction. . . . NS Length of Time Analyzed. . . 60 (min) Analyst. . . . . . . . . . . . . . . . . . . James W. Ford Date of Analysis. . . . . . . . . . 2/15/97 Other Information. . . . . . . . .AM Street and School Peak Two-way Stop-controlled Intersection ----------------------- ----------- Northbound Southbound Eastbound Westbound L T R ( L T R L T R L T R ( ---- ---- ---- ---- ---- ---- No. Lanes 1 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Stop/Yield I NJ NJ Volumes 1 3 21 881 84 108 11 1 23 151 52 10 29 PHF 1 .682 .682 .6821 .804 .804 .8041 .886 .886 .8861 .494 .494 .494 Grade 0 1 0 1 0 MC' s ($) ( 0 1 0 1 0 0 01 0 0 0 SU/RV's MI 0 1 5 1 0 10 01 10 10 10 i CV's ($) 1 0 1 0 1 0 0 01 0 0 0 PCE's 11.00 11.03 11.00 1.05 1.0011.05 1.05 1.05 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2 .10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 i 1 i 1 1 1. HCS_-Unsignalized-Intersections ---Release-2.ld----AVERYPM.HCO----Page-2 ' ---Worksheet-for-TWSC-Intersection-- Step 1: RT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 96 134 Potential Capacity: (pcph) 1238 1184 Movement Capacity: (pcph) 1238 1184 Prob. of Queue-Free State: 0.95 0.99 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 160 135 Potential Capacity: (pcph) 1438 1478 Movement Capacity: (pcph) 1438 1478 Prob. of Queue-Free State: 0.93 1.00 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. ' ofQueue_ -Queue-Free State: 092 100 ------------------ _ --------- _ - - Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 338 402 Potential Capacity: (pcph) 725 671 Capacity Adjustment Factor due to Impeding Movements 0.92 0.92 Movement Capacity: (pcph) 664 615 Prob. of Queue-Free State: 0.97 0.96 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------- ------------- ------------- Conflicting Flows: (vph) 360 378 Potential Capacity: (pcph) 655 640 Major LT, Minor TH Impedance Factor: 0.88 0.89 Adjusted Impedance Factor: 0.91 0.91 Capacity Adjustment Factor due to Impeding Movements 0.89 0.87 Movement Capacity: (pcph) 584 556 -------------------------------------------------------- HCS_-Unsignalized-Intersections ---Release-2.ld----AVERYPM_HCO----Page-3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) ------ ------ ------ ------ ------- ------- ----- --------- EB L 1 556 > EB T 27 615 > 749 5.1 0. 1 B 5.1 EB R 17 1184 > WB L 110 584 > WB T 21 664 > 715 6.9 1.3 B 6.9 WB R 62 1238 > NB L 4 1478 2.4 0.0 A 0.1 SB L 107 1438 2.7 0.2 A 1 .2 Intersection Delay - 2.4 sec/veh HCS: Unsignalized Intersections Release 2.1d AVERYPM.HCO Page 1 Earth Tech __ ________ _______________________________________________________ Salmon Brook Office Park 655 Winding Brook Road, Suite 402 Glastonbury, CT 06033- Ph: (860) 657-1200 -------------- Streets: (N-S) Avery Street E-W Gray Road Major Street Direction. . . . NS Length of Time Analyzed. . . 60 (min) Analyst— _ _ _ . . . . . . . James W. Ford Date of Analysis. . . • . . • . 2/15/97 Other Information. . . . . . . . .PM Street Peak 4:45-5:45PM Two-way Stop-controlled Intersection ---------- ---------------- Northbound Southbound Eastbound Westbound 1 L T R 1 L T R 1 L T R 1 L T R ---- ---- ---- 1 ---- ---- ---- 1 ---- ---- ---- 1 ---- ---- ---- No. Lanes 1 0 > 1 0 1 0 1 < 0 1 0 > 1 < 0 1 0 0 0 Stop/Yield 1 N1 N1 Volumes 1 12 437 1 248 231 35 0 161 PHF 1 .927 .927 1 .891 .8911 .425 .425 .4251 Grade 0 0 1 MC's ($) I 0 I 1 0 0 01 SU/RV's ($) I 5 1 1 0 0 01 CV's ($) 1 0 1 1 0 0 01 PCE's 11.02 1 10.85 0.85 0.851 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 ' HCS_-Unsignalized-Intersections ---Release-2_1d----AVERYPM.HCO----Page-2 WorksheetforTWSC-Intersection - - - Step 1: RT from Minor Street WB EB -------------------------------------------------------- ' Conflicting Flows: (vph) 291 Potential Capacity: (pcph) 986 Movement Capacity: (pcph) 986 Prob. of Queue-Free State: 0.97 Step 2. LT from Major Street-------------SB-----------NB -------------------------------------------------------- ' Conflicting Flows: (vph) 304 Potential Capacity: (pcph) 1228 Movement Capacity: (pcph) 1228 Prob. of Queue-Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. -of-Queue-Free State: 099 ------------------------------------------------ _ Step 3: TH from Minor Street WB EB -------------------------------------------------------- ' Conflicting Flows: (vph) 775 Potential Capacity: (pcph) 428 Capacity Adjustment Factor ' due to Impeding Movements 0.99 Movement Capacity: (pcph) 422 Prob. of Queue-Free State: 1.00 ' Step-4^-LT-from-Minor-Street -------------WB-----------EB Conflicting Flows: (vph) 775 ' Potential Capacity: (pcph) 377 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 ' Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) 371 ' -------------------------------------------------------- ' HCS_-Unsignalized-Intersections ---Release-2_1d----AVERYPM_HCO----Page-3 ' Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach ' Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) -=------ ------ ------ ------ ------- ------- ----- --------- EB L 70 371 > ' EB T 0 422 > 461 10.0 1.0 C 10.0 EB R 32 986 > ' NB L 13 1228 3.0 0.0 A 0.1 Intersection Delay = 0.7 sec/veh HCS: Unsignalized Intersections Release 2.1d Page 1 Earth Tech Salmon Brook Office Park 655 Winding Brook Road, Suite 402 ' Glastonbury, CT 06033- Ph: (860) 657-1200 ------------ Streets: (N-S) Avery Street E-W Gray Road Major Street Direction. . . . NS Length of Time Analyzed. . . 60 (min) Analyst. . . . . . . . . . . . . . . . . . . James W. Ford ' Date of Analysis. . . . . . . . . . 2/15/97 Other Information. . . . . . . . .AM School Peak Two-way Stop-controlled Intersection Northbound Southbound I Eastbound Westbound L T R I L T R I L T R i L T R I ---- ---- ---- I ---- ---- ---- 1 ---- ---- ---- i ---- ---- ---- No. Lanes 1 0 > 1 0 1 0 1 < 0 1 0 > 1 < 0 10 0 0 Stop/Yield I NI N1 1 Volumes 1 46 80 1 471 611 19 0 361 PHF I .75 .75 1 .869 .8691 .763 .763 . 7631 Grade 1 0 1 0 1 -3 1 MC's (%) ( 0 I 1 0 0 01 SU/RV's MI 5 I 1 4 0 41 ' CV's ($) 1 0 1 1 0 0 01 PCE's 11.03 1 10.86 0.85 0.861 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ' ----------------------------------------- ----------------- ------ 2 Left Turn Major Road 5.00 .10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 ' HCS: Unsignalized Intersections Release 2.1d Page 2 ' ------Worksheet-for-TWSC-Intersection -- Step 1: RT from Minor Street WB EB -------------------------------------------------------- ' Conflicting Flows: (vph) 577 Potential Capacity: (pcph) 706 Movement Capacity: (pcph) 706 Prob. of Queue-Free State: 0.94 Step 2. LT from Major Street-------------SB-----------NB -------------------------------------------------------- ' Conflicting Flows: (vph) 612 Potential Capacity: (pcph) 876 Movement Capacity: (pcph) 876 ' Prob. of Queue-Free State: 0.93 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. ' of QueueFree 92 --------------------------------0_ - ------ ----- Step 3: TH from Minor Street WB EB -------------------------------------------------------- ' Conflicting Flows: (vph) 745 Potential Capacity: (pcph) 443 Capacity Adjustment Factor ' due to Impeding Movements 0.92 Movement Capacity: (pcph) 409 Prob. of Queue-Free State: 1.00 -------------------------------------------------------- Step 4: LT from Minor Street ------------WB EB ----------------------------- ------------- Conflicting Flows: (vph) 745 ' Potential Capacity: (pcph) 392 Major LT, Minor TH Impedance Factor: 0.92 Adjusted Impedance Factor: 0.92 Capacity Adjustment Factor due to Impeding Movements 0.92 Movement Capacity: (pcph) 362 -------------------------------------------------------- ' HCS: Unsignalized Intersections Release 2.1d Page 3 Intersection Performance Summary Avg. 950 Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) -------- ------ ------ ------ ------- ------- ----- --------- EB L 22 362 > ' EB T 0 409 > 528 7. 7 0.4 B 7.7 EB R 40 706 > NB L 63 876 4.4 0. 1 A 1 .6 Intersection Delay = 0.9 sec/veh r HCS: Unsignalized Intersections Release 2.1d AVERYPM.HCO Page 1 ------------------------------------------------- Earth Tech Salmon Brook Office Park 655 Winding Brook Road, Suite 402 ' Glastonbury, CT 06033- Ph: (860) 657-1200 ------------------------------------------------ Streets: (N-S) Avery Street (E-W) Gray Road Major Street Direction. . . . NS Length of Time Analyzed. . . 60 (min) Analyst. . . . . . . . . . . . . . . . . . . James W. Ford 1 Date of Analysis. . . . . . . . . . 2/15/97 Other Information. . . . . . . . .PM School Peak 2:15 3:13PM Two-way Stop-controlled Intersection - ---------------------------- Northbound ( Southbound I Eastbound I Westbound I L T R I L T R I L T R I L T R 1 ---- ---- ---- 1 ---- ---- ---- 1 ---- ---- ---- I ---- ---- ' ---- No. Lanes 1 0 > 1 0 1 0 1 < 0 1 0 > 1 < 0 1 0 0 0 Stop/Yield I NI NI 1 Volumes I 13 221 1 183 211 30 0 291 ' PHF i .81 .99 1 .8311 .651 .53 . 763 .651 Grade MC's ($) I 0 I 1 0 0 01 SU/RV' s MI 5 1 1 10 0 101 1 CV's (g) 1 0 1 1 0 0 01 PCE's 11.02 1 10.88 0.85 0.881 ----------------------------------------------------------------------- Adjustment Factors ' Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2. 10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 1 Left Turn Minor Road 6.50 3.40 i 1 1 1 1 1 ' HCS_-Unsignalized-Intersections ---Release-2_ld----AVERYPM.HCO----Page-2 Worksheet for TWSC Intersection ' - -- -- ---- ----- ------ -- -- Step--- - - - - - ------------- ----------- 1: RT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 236 Potential Capacity: (pcph) 1051 Movement Capacity: (pcph) 1051 Prob. of Queue-Free State: 0.96 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- ' Conflicting Flows: (vph) 252 Potential Capacity: (pcph) 1300 Movement Capacity: (pcph) 1300 Prob. of Queue-Free State: 0_99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. ' -of------ ------ State 99 --------------------------------0_ Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 498 Potential Capacity: (pcph) 598 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) 589 Prob. of Queue-Free State: 1.00 -------------------------------------------------------- ' Step 4_- - - -LT WB EB ------------- - ------------- Conflicting Flows: (vph) 498 Potential Capacity: (pcph) 545 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) 537 ' -------------------------------------------------------- HCS: Unsignalized Intersections Release 2.1d AVERYPM.HCO Page 3 ' Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach ' Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph) (sec/veh) (veh) (sec/veh) -------- ------ ------ ------ ------- ------- ----- --------- EB L 50 537 > ' EB T 0 589 > 683 6.1 0.5 B 6.1 EB R 39 1051 > NB L 16 1300 2.8 0.0 A 0.2 Intersection Delay = 0.8 sec/veh r 1 r r r r r r r r r r r 1 Timothy Edwards Middle School- Traffic Analysis Traffic Generation 1 1 r i r i r Page 18 Timothy Edwards Middle School SUMMARY OF AVERAGE VEHICLE TRIP GENERATION AVERAGE WEEKDAY DRIVEWAY VOLUMES 2/1-4/97 24 HOUR AM PK HOUR PM PK HOUR TWO-WAY LAND USE SIZE VOLUME ENTER EXIT ENTER EXIT SINGLE FAMILY DWELLINGS 35 DWELLING UNITS 334 7 19 23 12 ELEMENTARY SCHOOL 505 STUDENTS 550 91 61 0 0 ELEMENTARY .SCHOOL 997 STUDENTS 1087 179 120 0 0 TOTAL 1971 277 200 23 12 Note: A zero rate indicates no rate data available TRIP GENERATION BY MICROTRANS ' Timothy Edwards School SUMMARY OF TRIP GENERATION CALCULATION FOR 1200 STUDENTS OF ELEMENTARY SCHOOL 2/14 DRIVE AVERAGE STANDARD ADJUSTMENT WAY RATE DEVIATION FACTOR VOLUME AVG WKDY 2-WAY VOL 1.09 1 . 11 1.00 130 8 7-9 AM PK HR ENTER 0.18 0.00 1.00 216 7-9 AM PK HR EXIT 0.12 0.00 1.00 144 7-9 AM PK HR TOTAL 0.30 0.56 1.00 360 4-6 PM PK HR ENTER 0.00 0.00 1 .00 0 4-6 PM PK HR EXIT 0.00 0.00 1.00 0 4-6 PM PK HR TOTAL 0.01 0.00 1.00 12 AM GEN PK HR ENTER 0. 17 0.00 1.00 202 AM GEN PK HR EXIT 0.11 0.00 1.00 134 AM GEN PK HR TOTAL 0.28 0.54 1.00 336 PM GEN PK HR ENTER 0.14 0.00 1 .00 168 PM GEN PK HR EXIT 0.11 0.00 1.00 132 PM GEN PK HR TOTAL 0.25 0.52 1 .00 300 SATURDAY 2-WAY VOL 0.00 0.00 1.00 0 PK HR ENTER 0.00 0.00 1.00 0 PK HR EXIT 0.00 0.00 1.00 0 PK HR TOTAL 0.00 0.00 1 .00 0 SUNDAY 2-WAY VOL 0.00 0.00 1.00 0 PK HR ENTER 0.00 0.00 1.00 0 PK HR EXIT 0.00 0.00 1.00 0 PK HR TOTAL 0.00 0.00 1.00 0 Note: A zero rate indicates no rate data available Source: Institute of Transportation Engineers Trip Generation, 5th Edition, 1991. TRIP GENERATION BY MICROTRANS i 1 Timothy Edward's School SUMMARY OF TRIP GENERATION RATES FOR 1200 STUDENTS OF ELEMENTARY SCHOOL TRIPS PER STUDENTS . 2/14/97 AVG MIN MAX NO TRIP TRIP TRIP STD OF RATE RATE RATE DEV DATA AVG WKDY 2-WAY VOL 1.09 0.45 2. 12 1. 11 40 7-9 AM PK HR ENTER 0. 18 0.00 0.00 0.00 0 7-9 AM PK HR EXIT 0. 12 0.00 0.00 0.00 0 7-9 AM PK HR TOTAL 0.30 0.18 0.55 0.56 6 4-6 PM PK HR ENTER 0.00 0.00 0.00 0.00 0 4-6 PM PK HR EXIT 0.00 0.00 0.00 0.00 0 4-6 PM PK HR TOTAL 0.01 0.01 0.01 0.00 1 AM GEN PK HR ENTER 0. 17 0.00 0.00 0.00 0 AM GEN PK HR EXIT 0. 11 0.00 0.00 0.00 0 AM GEN PK HR TOTAL 0.28 0.11 0.55 0.54 41 PM GEN PK HR ENTER 0. 14 0.00 0.00 0.00 0 PM GEN PK HR EXIT 0. 11 0.00 0.00 0.00 0 PM GEN PK HR TOTAL 0.25 0.09 0.90 0.52 41 SATURDAY 2-WAY VOL 0.00 0.00 0.00 0.00 0 PK HR ENTER 0.00 0.00 0.00 0.00 0 PK HR EXIT 0.00 0.00 0.00 0.00 0 PK HR TOTAL 0.00 0.00 0.00 0.00 0 SUNDAY 2-WAY VOL 0.00 0.00 0.00 0.00 0 PK HR ENTER 0.00 0.00 0.00 0.00 0 PK HR EXIT 0.00 0.00 0.00 0.00 0 PK HR TOTAL 0.00 0.00 0.00 0.00 0 Note: A zero rate indicates no rate data available Source: Institute of Transportation Engineers Trip Generation, 5th Edition, 1991. TRIP GENERATION BY MICROTRANS r Timothy Edwards Middle School- Traffic Analysis Accident Summaries i 1 1 1 1 1 1 1 1 1 1 Page 19 Town of • Police Services South 0, Windsor IV Traffic Accident Summary Avery Street from Woodland Drive to Orchard Hill Drive Case # Date Location # of Vehs Injuries Contributina Factors 94-02631 03-31-94 Avery .1 N of Beelzebub 1 0 Too Fast for Conditions (i cy cy road) 94-03753 05-25-94 420 Avery St. 1 0 Animal in Road (dog) 94-04270 06-14-94 Avery & Kelly 2 0 Failure to Grant Right of Way 94-05823 08-03-94 .2 North of Orchard Hill 1 0 Slipped out of Park(unoccupied) 94-08108 10-17-94 Avery & Beelzebub 1 0 Skidded into intersection-struck pole 94-09675 12-11-94 Avery & Gray 2 0 Failure to Obey Stop Sign 95-06714 08-26-95 Avery & Gray 2 0 Failure to Obey Stop Sign 95-08372 10-20-95 Avery South of Beelzebub 1 0 Animal in Road (dog) 95-08672 10-30-95 Avery & Kelly 2 0 Improper Turn 95-10269 12-22-95 Avery& Bennedict 2 0 Failure to Obey Stop Sign 95-10314 12-23-95 Avery .1 S of Clinton 2 0 Unsafe Backing ' 96-00049 01-29-96 Avery & Kelly 2 0 Too Fast For Conditions (snow) 96-01496 02-03-96 Avery & Beelzebub 2 0 Icy Road -No Action Taken ) 96-03003 03-02-96 Avery 250 ft N of Beelzebub 1 0 Too Fast For Conditions-snow/slush 96-05003 04-10-96 Avery 50 ft S of Beelzebub 1 1 Object in Road (tree) 96-05936 04-28-96 Avery 50 ft N of Bennedict 2 0 Following Too Close 96-06965 05-16-96 Avery 30 ft s of Woodland 2 0 Following Too Close 96-07064 05-18-96 Avery 15 ft S. of Kelly 2 0 Following Too Close 96-18033 11-20-96 Avery .1 S of Woodland 3 0 Following Too Close 96-19009 12-07-96 Avery 300 ft S of Orchard Hill 1 0 Snow/Slush- No Action Taken 96-20338 12-30-96 Avery & Beelzebub 1 1 Too Fast For Conditions (wet road) Foster Street from Oakland Road to Deepwood Drive Case # Date Location # of Vehs Injuries Contributing Factors 94-01941 03-14-94 496 Foster St (Drivewa y)y) 2 0 Private Property-No Action Taken 94-03082 04-28-94 Area of 400 Foster St 1 0 Inattentive 95-06198 08-10-95 Foster St & Bayberry Tr 2 0 Failure to Obey Stop Sign 95-07305 09-14-95 Foster St 150 ft N of 2 1 Following Too Close Bayberry Tr 95-07786 09-30-95 Oakland & Foster St 2 0 Fir to Grant Right of Way- Left Turn Town of ' Police Services j South Windsor 96-00596 01-16-96 Foster St &Arnold Way 2 1 Failure To Obey Stop Sign 96-02560 02-23-96 Foster St& Bayberry Tr 2 0 Fir to Grant Right of Way-Left Turn 96-03463 03-11-96 Foster St 10 ft N of Oakland 2 0 Improper Turn 96-12159 08-09-96 Foster St& Oakland rd 2 0 Fir to Grant Right of Way-Left Turn 96-17383 11-08-96 Oakland Rd & Foster St 2 2 Fir to Grant Right of Way-Left Turn 96-18867 12-06-96 Foster St& Bayberry Tr 1 0 Too Fast For Conditions (slush) Gray Road Case-# Date Location # of Vehs Iryuries Contributina Factors 95-02206 03-27-95 Gray Rd & High Ridge 1 1 Reckless Driving 96-13564 09-02-96 Gray Rd 100 ft E of Avery St 2 0 Backed into Parked Car Arnold Way Case # Date Location # of Vehs11 Injuries ContributingFactor s 94-03377 01-10-94 Arnold Way 15 ft S of Gray 2 0 Following Too Close 94-04299 06-15-94 100 Arnold Way (TE School) 2 0 Private Property-No Action Taken 95-01165 02-17-95 100 Arnold Way (TE School) 2 0 Private Property-No Action Taken 96-00053 01-02-96 Arnold Way & Gray Rd 2 0 Failure To Obey Stop Sign Note: 100 Arnold Way is part of the school driveway. Both accidents were while backing up. One involved a school bus. Also, 96-3463 involved a school bus. ' Timothy Edwards Middle School- Traffic Analysis Plan Modifications 1 Page 20 SOUTH WINDSOR PUBLIC SCHOOLS ENROLLMENT - MIDDLE SCHOOL/HIGH SCHOOL GRADE LEVEL SHOWN WITH STUDENT NUMBER PROJECTED - OCTOBER 1, 1996 OCTOBER 1, 1997 GRADE TIMOTHY EDWARDS HIGH SCHOOL TIMOTHY EDWARDS HIGH SCHOOL 6 331 348 7 338 324 8 328 338 9 358 325 10 299 347 11 287 291 12 243 272 TOTALS 997 1,187 1,010 1,235 SOUTH WINDSOR PUBLIC SCHOOLS 1997-98 BUDGET ENROLLMENT ACTUAL PROJECTED INSTRUCTIONAL LEVEL 1996 1997 INCREASE Elementary 2,229 2,251 22 1 .0% Middle School 997 1 ,010 13 1 .3% High School 1 ,187 1 ,235 48 4.0% TOTAL: 4 4-3 4.496 83 1.9% m r m m m i SOUTH WINDSOR PUBLIC SCHOOLS ELEMENTARY GRADES K-5 WN CLASSROOM di�ADE L L � " TH $�N�NUMBER GRADE ELI TERRY ORCHARD HILL P. R. SMITH PL VALLEY MAPPING TOTAL A.M. 19 19 20 20 19 19 20 20 15 16 KIND. P.M. 20 21 21 19 20 20 20 16 58 82 77 80 46 343 19 19 21 21 23 23 24 24 20 20 GRADE 1 20 20 22 22 24 24 24 20 78 86 70 96 60 390 GRADE 2 22 22 19 19 20 19 ]20 20 20 20 20 20 22 20 20 19 20 20 20 66 98 77 100 60 401 21 21 21 21 19 19 18 18 21 22 GRADE 3 21 21 22 20 20 18 19 22 63 85 78 73 65 364 GRADE 4 20 20 25 26 21 21 23 23 22 22 21 26 21 22 23 24 22 61 77 85 93 66 382 22 23 25 26 18 19 19 19 17 17 GRADE 5 23 26 19 19 20 20 17 68 77 75 78 51 349 TOTAL 394 505 462 :5-120 348 21229 SOUTH WINDSOR PUBLIC SCHOOLS E "ENTARY GRADES K-5 PROJECTED`.ENAOU AAM ON OdTOMM-,4,1997 CLASSROOM/GRADE LEVEL SHOWN WITH S' U6iiW NUMNER GRADE ELI TERRY ORCHARD HILL P. R. SMITH PL VALLEY WAPPING TOTAL A.M. 20 20 20 20 21 21 19 19 22 KIND. P.M. 21 20 20 21 19 19 22 61 80 63 76 44 324 20 21 22 22 20 20 21 21 16 16 GRADE 1 21 22 22 21 21 22 22 17 62 88 82 86 49 367 GRADE 2 19 20 21 22 17 18 19 19 19 20 20 20 20 22 22 18 18 20 20 21 79 87 71 97 61 395 22123 20 20 20 19 20 20 20120 20 20 GRADE 3 23 20 20 20 20 21 21 21 68 100 79 102 61 410 d GRADE 4 21121 21 21 19 19 24 24 21 22 21 21 21 20 20 25 22 63 84 78 73 65 363 GRADE 5 21 21 19 20 21 22 23 24 22 23 21 20 20 22 22 24 24 23 63 79 87 95 68 392 TOTAL 396 518 460 529 348 r 2,251 4 ' Timothy Edwards Middle School- Traffic Analysis School Transportaion Guidelines - Walker Areas School Population Projections ' School Bus Routes Serving TEMS 1 1 1 1 1 1 Page 21 APPENDIX A ' AREAS FOR WALKERS ORCHARD HILL SCHOOL WAPPING SCHOOL *Andmar None ' *Autumn Broadleaf TIMOTHY EDWARDS MIDDLE SCHOOL ' Clinton Andmar *'Clover Arnold Way Crestwood Autumn ' *'Indian Trail Brewster Laurel Lane Broadleaf Mountain Clinton Orchard Hill Clover ' Rainbow Crestwood Foster Street (221-381) * Crossing guard used for area Glenwood ' west of Foster Street. High Ridge Indian Trail ' PHILIP R. SMITH SCHOOL Mountain None Orchard Hill ' ELI TERRY SCHOOL Rainbow Trail ' None SOUTH WINDSOR HIGH SCHOOL None PLEASANT VALLEY SCHOOL None ' A review of safety factor conditions, such as lack of sidewalks, walkways, traffic density, speed of vehicles, narrowness of roads in winter, and isolation ' of the area for the streets involved as a means of access to the schools, determined the areas for walkers as listed above. 16- 9i30i96 TIMOTHY EDWARDS SCHOOL A.M. BUS#1601 First Pick-up 7:35 From High School, Left on Nevers 90 AYERS L on Ayers Sunset-Mark Right on Sunset MARK/LOCUST Right on Mark, Left on Locust Locust-Hayes Hayes- Poplar Right on Hayes Right on Poplar Poplar- Hazel Left on Hazel, Left on Nevers Hazel-Nevers 54 MILLER RIGHT ON MILLER 64 MILLER ' 319 MILLER Miller-Hearthstone 517 Miller MILLER-STONEFIELD Right on Ellington, Left on Foster Left into T.E. ' Students 37 Date 10-96 DEC p V996 1 oui ►�d�Rtci�� ���ools � Bus' �tQ�fice ; ' TIMOTHY EDWARDS SCHOOL P.M. BUS#1601 ' 2:30 Dismissal FROM TE, TO ARNOLD WAY, R ON GRAY, L Miller-Stonefield ON AVERY, L ON DART HILL, ONTO MILLER 517 MILLER Miller- Hearthstone #319 54 MILLER L ON NEVERS ' Nevers-Hazel Hazel-Poplar R ON HAZEL Right on Poplar, Left on Hayes Locust- HAYES Left on Locust LOCUST/MARK 90 AYERS L ON MARK, L ON GRAHAM, L ON AYER R INTO Wapping ' Students 37 Date 10-96 rD E r E n 1J . OCT � South Windsor Pub1iC SC119015 , Business OW00 TIMOT p E"HOOL AMB06A602 First Pick-up 7:25 From High School, R on Nevers, R ON SULLIVAN, R ON GRAHAM 14 GRAHAM LEFT on Ayers Ayers- Wapping Ave. Right on Sullivan 930 Sullivan Right on Morgan MORGAN/HANOVER Morgan-Saddleback L ON SADDLEBACK 65 SADDLEBACK TICS, L ON MORGAN FARMS 164 MORGAN FARMS TICS, L ON SADDLEBACK HILLSIDE/SADDLEBACK Right on Saddleback, Right on HILLSIDE/STEEP Hillside, #54 Steep Left on Steep #23 High Left on Aroda, Left on Hillside, Skyline-High W Right on High D Err% ENE Skyline- High E 257 GRAHAM Right on Graham 203 181 164 sputhyVmdSOr Public SOWS 142 �n$1n@SS QttiCB 102 - -- ' R ON GRAHAM, L ON AYERS, R ON NEVERS, L ON SAND HILL, ONTO VALLEY VIEW, L ON FELT, R ON BIRCH HILL, L INTO TEMS. Students 38 Date 9-24-96 r TC TIMOTWARp g* 1HOOL JUNDB16A602 2:30 Dismissal From T.E., RIGHT on Foster, LEFT ON BIRCH HILL, LEFT ON FELT, RIGHT ON VALLEY VIEW, ONTO SAND HILL, R ON SULLIVAN, R ON GRAHAM 14 GRAHAM LEFT ON AYERS Ayers- Wapping Ave. 930 Sullivan Right on Sullivan Morgan Farms- Hanover Morgan Farms- Saddleback L ON SADDLEBACK 65 SADDLEBACK TICS L ON MORGAN FARMS 164 MORGAN FARMS TICS Hillside- Saddleback L on Saddleback, Right on Hillside Steep- Hillside Left on Steep #54 Steep Left on Aroda, Left on Hillside 23 High Right on High Skyline- High E Skyline- High W Right on Graham � Er.� ' 257 GRAHAM 203 GRAHAM �� 181 GRAHAM r 164 142 �out�tlN��Sor Public Schools 102 g6SipeSS office L ON AYERS, R ON NEVERS, L QN SAND HILL, ONTO VALLEY VIECN;G ON FELT, R ON BIRCH, R ON FOSTER ST. Students 38 Date 9-25-96 i 1 TIMOTHY EDWARDS SCHOOL A.M. BUS#1603 First Pick-up 7:25 From High School, L on Nevers, L ON AYERS 285 GRAHAM Right on Graham 395 #450 Graham- Herman Way Left on Meadow MEADOW/GRAHAM ' Meadow-Farmstead L Farmstead- Norma eft on Farmstead BROOK/MEADOW Right on Brook BROOK-OVERLOOK BROOK-GRAHAM Left on Graham 720 GRAHAM 662 GRAHAM GRAHAM-Thomas 678 GRIFFIN R ON GRIFFIN GRIFFIN-THOMAS R ON THOMAS LEWtS/THOMAS R ON ROBERT Robert- LEWIS L ON GRAHAM, L ON NEVERS 723 NEVERS L ON MILLER, R ON FOSTER EXT., R ON ELLINGT._ON, L ON FOSTER ' School Students 48 Date 10-96 i TIMOTHY EDWARDS SCHOOL P.M. BUS#1603 2:30 Dismissal Right on Foster, R ON ELLINGTON, L ON FOSTER EXT., L ON MILLER, R ON NEVERS #723 NEVERS R ON GRAHAM 662 GRAHAM GRAHAM-ROBERT R ON ROBERT Robert-LEWIS L ON THOMAS ROBERT-THOMAS LEWIS/THOMAS L ON GRIFFIN 678 GRIFFIN GRIFFIN/THOMAS GRIFFIN/GRAHAM L ON GRAHAM R ON BROOK MEADOW/FARMSTEAD MEADOW/BROOK MEADOW/NORMA MEADOW/FARMSTEAD 450 GRAHAM R ON MEADOW, R ON GRAHAM GRAHAM/HENRY 395 GRAHAM ' 285 239 L ON SULLIVAN, R ON PIERCE, R ON ELLINGTON, L INTO P.V. Students 49 Date 10-96 TIMOTHY EDWARDS SCHOOL A.M. BUS#1604 First Fick-up 7:2 5 From High School, R on Nevers, Right on SAND HILL, L ON SULLIVAN 1363 SULLIVAN 1503 TURN IN CHURCH, L ON PETERSON WAY 1887 PETERSON WAY R ON ELLINGTON R on Kupchunos Windy Hill-Kupchunos L ON ELLINGTON, R ON SULLIVAN R ON SAND HILL SAND HILL/SANDSTONE L ON ABBE RD., R ON ANDREIS 85 ANDREIS 104 TICS L ON ABBE EXT., L ON SAND HILL SAND HILL/SUMMERHILL 268 SAND HILL ONTO VALLEY VIEW 35 VALLEY VIEW 45 VALLEY VIEW 75 Valley View-Sunnyside 105 120 L ON FELT, R ON BIRCH HILL, R ON FOSTER, L INTO SCHOOL Students 29 Date 11-96 V C11rll �5 Q Qor,% s TIMOTHY EDWARDS SCHOOL P.M. BUS#1604 2:30 Dismissal From T.E. Right on Foster, Left BIRCH HILL, L ON FELT, R ON VALLEY VIEW 120 VALLEY VIEW 105 75 Valley View-Sunnyside I 45 35 ONTO SAND HILL 268 SAND HILL SAND HILL/SUMMERHILL 85 ANDREIS R ON ABBE EXT., R ON ANDREIS 104 TICS, L ON ABBE EXT., R ON SAND HILL SAND HILL/SANDSTONE L ON SULLIVAN 1363 SULLIVAN 1503 SULLIVAN L ON CHURCH, L ON PETERSON WAY 1887 PETERSON WAY R ON ELLINGTON, L ON KUPCHUNOS Kupchunos-Windy Hill ' TICS, L ON ELLINGTON, R ON COMMUNITY WAY, R ON ELLINGTON, L INTO PLEASANT VALLEY Students 29 Date 11-96 0 SQ�r �ussn ss ,t 8 TIMOTHY EDWARDS SCHOOL A.M. BUS#1605 First Pick-up 7:25 From High School, Left on Nevers, Left on Ayers, Right on Sullivan, Right on Troy, Right on Rye, Left on McGrath McGrath-Apple Orchard McGrath-Cherry Blossom R ON CHERRY BLOSSOM FARNHAM-CHERRY BLOSSOM Right on Farnham Farnham- Dower Left on Dower Dower-Allison Right on Scantic Meadow Scantic- Dower Ann- Scantic Left on High Tower High Tower-Scantic High Tower-Meryl Right on Meryl Meryl-Alison Left on Farnham Farnham-Meryl #534 Rye Left on Rye 599 684 TURN AROUND L ON WINDSORVILLE WINDSORVILLE-AGAR R ON GRIFFIN, R ON GRAHAM L ON NEVERS, L ON MILLER, R ON FOSTER L ON ELLINGTON, L ON FOSTER, L INTO ARNOLD Students 31 Date 9-9-96 1 South Windsor Pubic 80400 Business OffiC.e ; TIMOTHY EDWARDS SCHOOL P.M. BUS#1605 2:30 Dismissal From T.E., Right on Foster, Left on Birch Hill, Left on Felt, Right on Valley View, Onto Sand Hill, Right onto Sullivan, Right on Troy, McGrath -Apple Orchard Right on Rye, Left on McGrath McGrath- Cherry Blossom R ON CHERRY BLOSSOM FARNHAM-CHERRY BLOSSOM Farnham- Dower Right on Farnham Left on Dower Dower-Alison Scantic Meadow-Dower Right on Scantic Meadow Ann-Scantic Left on High Tower High Tower - Scantic High Tower- Meryl Meryl-Alison R ON MERYL Farnham-Meryl L ON FARNHAM #534 Rye Left on Rye 599 684 TURN AROUND, LEFT ON WINDSORVILLE WINDSORVILLE-ABAR R ON GRIFFIN R ON GRAHAM, L ON NEVERS, L ON MILLER R ON FOSTER EXT., R ON ELLINGTON, L ON FOSTER, L INTO ORCHARD HILL Students 31 Date 9-96 a_ VEN E bMdsor Public Sr Business office TIMOTHY EDWARDS SCHOOL A.M. BUS#1606 First Pick-up 7:30 From the High School, Left on Nevers, Riverside- Rockledge Right on Riverside Rockledge- Woodpond Right on Rockledge Wood Pond- Rustic Right on Wood Pond LEFT ON WOOD POND Left on Nevers Left on Miller 44 CAMBRIDGE LEFT ON CAMBRIDGE CAMBRIDGE/WEDGEWOOD ABBE/CAMBRIDGE R ON ABBE ABBE/CORNFIELD L ON MILLER Right on Foster Ext., R ON ELLINGTON, L ON FOSTER ST., L INTO T.E. Students 32 Date 9-96 ublic Sr �Outh Business 0"'re TIMOTHY EDWARDS SCHOOL P.M. BUS#1606 2:30 Dismissal Right on Foster ST., R ON ELLINGTON, L ON FOSTER EXT., L ON MILLER, R ON ABBE ABBE/CAMBRIDGE ABBE/CORNFIELD L ON CAMBRIDGE CAMBRIDGE/WEDGEWOOD 44 CAMBRIDGE R IN MILLER, R ON NEVERS,Right on Wood Wood Pond- Rustic Pond Rockledge-Woodpond R ON WOOD POND, Left on Rockledge Rockledge- Riverside LEFT ON RIVERSIDE, LEFT ON NEVERS R ON SAND HILL, RIGHT ON SULLIVAN, L ON PEIRCE, R ON ELLINGTON TO PV Students 32 Date 9-96 dso� %ouch N0$" S 0000 TIMOTHY EDWARDS SCHOOL A.M. BUS#1607 First Pick-up 7:30 From the High School, Left on Nevers, Left on Ayers, Right on Sullivan, Right on Troy 35 Troy Right on Brookfield #70 BROOKFIELD Brookfield-Wentworth Brookfield-Alexander BROOKFIELD/GRIFFIN L ON GRIFFIN 114 GRIFFIN 73 R ON WINDSORVILLE, R ON JUNE JUNE-GORDEN L on Griffin #333 GRIFFIN #461 #493 Right on Graham L ON OLD FARMS 15 Old Farms OLD FARMS/BENJAMIN OLD FARMS/GARNET R ON GARNET GARNET/EMPTY LOT R ON ABBE ABBE/MASKEL #225 ABBE #150 Left on Miller, Right on Foster Ext., Right on Ellington, Left on Foster, Left into T.E. Students 43 Date 12-26-96 EC' E � V E D . DEC 2'.1 1996 South Windsor Public Schools Business Office TIMOTHY EDWARDS SCHOOL P.M. BUS#1607 2:30 Dismissal ■ Right on Foster, LEFT, Right on Ellington, Left on Foster Ext., L on Miller, Right on ABBE #150 ABBE 225 ABBE/MASKEL GARNET/EMPTY LOT L ON GARNET L ON OLD FARMS OLD FARMS GARNET OLD FARMS/BENJAMIN 15 Old Farms R ON GRAHAM, L ON GRIFFIN 493 GRIFFIN #461 333 ' 114 73 R ON WINDSORVILLE, R ON JUNE JUNE-GORDEN L ON GRIFFIN, LEFT on Brookfield BROOKFIELD/GRIFFIN Brookfield-Alexander Brookfield-Wentworth (s) #70 BROOKFIELD LEFT ON TROY 35 Troy R ON SULLIVAN, L ON WEST, L ON STRONG, R OMFOSTER, R ON ELLINGTON , L INTO P.V. Students 43 Date 12-26-96 ECEIVED, DEC 2'C, 1996 South Windsor Public Sch001S Business Office l TIMOTHY EDWARDS SCHOOL A.M. BUS#1608 First Pick-up 7:25 From High School, Right on Nevers, Right on Sand Hill, Left on Sullivan, R ON COMMUNITY, R ON ELLINGTON, Left on Clark, Left on Smith Smith-Misty Left on Austin AUSTIN-Porter Gm AUSTIN- Rockwell Austin-Drake Austin-Diggins Left on Smith 188 Smith #250 #274 #291 TICS, LEFT on Wheeler Wheeler-Arthur Right on Pleasant Valley Pleasant Valley- Ivy Lane #1180 Pleasant Valley Pleasant Valley-Amato #949 Pleasant Valley(Condos) 910 PLEASANT VALLEY Pleasant Valley-Northview Pleasant Valley-Case Hill 824 Pleasant Valley 814 R on Tudor Tudor-Northview R on Northview 180 Northview R on Pleasant Valley 777 PLEASANT VALLEY R on Long Hill, Right on Ellington, onto Oakland LEFT On Foster, Right into T.E. Students 47 Date 11-96 TIMOTHY EDWARDS SCHOOL P.M. BUS#1608 2:30 Dismissal Left on Foster, Right on Oakland Onto Ellington, Left on Clark, Left on Smith Smith-Misty Meadow Left on Austin Cir. Austin- Porter Gm Austin/Rockwell Austin-Drake AUSTIN/DIGGINS Left on Smith 188 Smith 250 #27 #274 #291 TICS Wheeler-Arthur Left on Wheeler Pleasant Valley-Ivy Lane Right on Pleasant Valley #1180 Pleasant Valley Pleasant Valley-Amato #949 #910 Pleasant Valley-Northview Pleasant Valley-Case Hill #824 Pleasant Valley 814 R on Tudor Tudor-Northview Ron Northview 180 Northview R on Pleasant Valley 777 PLEASANT VALLEY LEFT on Ellington, LEFT INTO P.V. Students 47 Date 11-96 TIMOTHY EDWARDS SCHOOL A.M. BUS#1609 First Pick-up 7:25 From the High School, Left on Nevers, Right on Miller, Across to Dart Hill, Right on Avery Cheshire-Avery Right on Cheshire Cheshire- Chatham Cheshire-Cadbury Left on Cadbury, Left on Country View Cadbury-.Country View Country View-Avery Pheasant-Partridge L on Avery, R on Dart Hill, R on Pheasant _ Partridge-Quail R on Partridge 904 Avery L on Avery 903 882 #859 Avery-Evans Crossing #779 Avery #746 726 #571 Right on Gray #36 GRAY Left on Arnold Way, into T.E. Students 48 Date d?-Z4-96 o VE SF� 4 1996 1 i South Windsor Public Sch©eft Business OttiC� ,I TIMOTHY EDWARDS SCHOOL P.M. BUS#1609 2:30 Dismissal Right on Arnold, Right on Gray #36 GRAY Left on Avery #571 Avery 726 #746 #779 Avery- Evans Crossing #859 Avery 882 AVERY 903 904 Avery-Country View Left on Country View, Right on Cadbury Right on Cheshire Cadbury-Country View Cheshire-CADBURY CHESHIRE/CHATUM CHESHIRE/AVERY Pheasant-Partridge L on Avery, R on Dart Hill, R on Pheasant L ON Partridge Partridge-Quail L on Avery Right on GRAY INTO ORCHARD HILL Students 48 Date 0923-96 C E IN E SEP 4 1195 South Windsor Public Schp ' Business ®ffioa TIMOTHY EDWARDS SCHOOL A.M. BUS#1610 First Pick-up 7:25 From High School, Right on Nevers, Right on Sand Hill, Left on Sullivan, ' Right on Ellington, Left on Clark 676 CLARK CLARK/CINNAMON #135 CLARK ' RIGHT ON MARGARET Margaret-Jacques ' Margaret-JEAN MARGARET/LEFOLL Left on LeFoll LeFoll-Betty ' LeFoll- Marty LeFoll-Carey LeFoll-Gail ' LeFoll-Jacques LeFoll-Dawn Left on Dawn Dawn-Nancy ' Nancy-Gail Left on Nancy Gail-Chapel Right on Gail Right on Chapel, #549 ELLINGTON Right on Ellington ' onto Oakland, Left on Foster, Right into T.E. ' Students 45 Date 07-23-96 CMVE JUL 'ou" Windsor Public SchoojS Business OfFice r TIMOTHY EDWARDS SCHOOL P.M. BUS#1610 2:30 Dismissal r From T.E., Left on Foster, Right on Oakland onto Ellington, Left on Clark, 676 CLARK r CLARK/CINNAMON 135 CLARK Right on Margaret Margaret- Jacques r Margaret-Jean Margaret- LeFoll Left on LeFoll r LeFoll- Betty LeFoll- Marty LeFoll-Carey LeFoll-Gail r LeFoll-Jaccques LeFoll-Dawn Left on Dawn r Dawn- Nancy Left on Nancy Nancy-Gail Right on Gail ' Gail-Chapel Right on Chapel,Right on Ellington, #549 ELLINGTON rR INTO PLEASANT VALLEY Students 45 Date 07-23-96 r r r r 1 0 Svc r Jul. 'C." In"), D. �DuthI I e�nasor p� . r US,ness bb�S� Office School r TIMOTHY EDWARDS SCHOOL A.M. BUS#1611 ' First Pick-up 7:25 From High School, Left on Nevers, Right on Miller, onto Dart Hill, Left on Debbie ' 50 Debbie Debbie- Natsisky Lisa- Natsisky Left on Natsisky Lisa-Grant straight onto Lisa Left on Jessica Jessica- Lisa Jessica-Stephanie Jessica- Debbie L on Debbie, R on Newmarker Newmarker- Debbie NEWMARKER-DART HILL ' R on Dart Hill, L ON AVERY, R ON GRAY Students 48 Date 9-96 SEP hW�asor Public Schools ' �DUt 13usiness 0ttice TIMOTHY EDWARDS SCHOOL P.M. BUS#1611 ' 2:30 Dismissal From T.E., Right on Arnold, Right on Gray, Left on Avery, R ON DART HILL ' L ON DEBBIE 50 DEBBIE DEBBIE/NATSISKY ' L LISA/NATSISKY ON NATSISKY ONTO LISA LISA/GRANT L JESSICA/LISA ON JESSICA JESSICA/STEPHANIE JESSICA/DEBBIE ' L ON DEBBIE, Newmarket Newmarker- Debbie ' NEWMARKER-DART HILL R on Dart Hill, L ON AVERY, R ON GRAY, TO ORCHARD HILL Students 48 ' Date 9-96 D �y�dsor Publ'�gcht C puth OtticB g�siness ._ TIMOTHY EDWARDS SCHOOL i A.M. BUS#1612 ' - First Pick-up 7:30 From High School, Right on Nevers, Right ' on Sand Hill, Right on Sullivan, Left on Pierce, Right on Strong 1180 STRONG #1141 Strong ' 1041 STRONG Left on Foster 450 Foster 385 236 228 140 85 Left on Ellington Ellington-Twin Circle.(Condo) Right on Clark,Left on Deming #17 Deming 33 43 76 301 615 DEMING-GRANDVIEW 443 DEMING-RIDGE RD DEMING/IMPERIAL R on Oakland, Left on Avery., L on Grey Students 31 ' Date 12-26-96 i ECEWED'I DEC 2'` 1996 ' SoUfh Windsor Public fto0lg Business OffiC9 TIMOTHY EDWARDS SCHOOL 1 P.M. BUS#1612 2:30 Dismissal ' 1180 STRONG #1141 Strong 1041 STRONG Left on Foster 1 450 Foster 385 236 228 140 140 85 Left on Ellington Ellington-Twin Circle (Condo) Right on Clark, Left on Deming #17 Deming 33 43 76 301 615 DEMING-GRANDVIEW 443 ' DEMING-RIDGE RD DEMING/IMPERIAL R on Oakland,Left on Avery., L on Grey Students 31 Date 12-26-96 ECEIVED DEC 2� � 1°96 ' South Windsor Public Schools 8136iness Office I , TIMOTHY EDWARDS SCHOOL A.M. BUS#1613 First Pick-up 7:30 ' R ON NEVERS, L ON SAND HILL, L ON ELLINGTON, R ON FOSTER ST 699 FOSTER ONTO BEELZEBUB #15 BEELZEBUB #20 #187 L ON NORTON NORTON/WOODCOCK Norton-Charring NORTON/CLEARVIEW NORTON/KENT L ON KENT KENT/HOMESTEAD HOMESTEAD/TUMBLEBROOK L ON HOMESTEAD L ON TUMBLEBROOK TUMBLEBROOK/CLEARVIEW CLEARVIEW/HOMESTEAD R ON CLEARVIEW CLEARVIEW/FAIRVIEW L ON FAIRVIEW FAIRVIEW/TUMBLEBROOK 628 Foster Left ON ELLINGTON, LEFT ON FOSTER ST. LEFT INTO T.E. Students 41 Date 12-26-96 ECEW iDEC 2*7 1996 1 South Windsor Public Schools Business OffiCe TIMOTHY EDWARDS SCHOOL P.M. BUS#1613 2:30 Dismissal Right on Foster 628 Foster 699 FOSTER Right on BEELZEBUB #15 BEELZEBUB #20 BEELZEBUB #187 L ON NORTON NORTON/WOODCOCK Norton-Charring NORTON/CLEARVIEW NORTON/KENT L ON KENT KENT/HOMESTEAD L ON HOMESTEAD HOMESTEAD/TUMBLEBROOK L ON TUMBLEBROOK TUMBLEBROOK/CLEARVIEW CLEARVIEW/HOMESTEAD R ON CLEARVIEW CLEARVIEW/FAIRVIEW L ON FAIRVIEW FAIRVIEW/TUMBLEBROOK LEFT ON ELLINGTON, LEFT ON FOSTER ST. ONTO ORCHARD HILL Students 41 Date 12-26-96 ECEIVED- DEC �P'' 1 1996 South Windsor Public Schools Business Office ' TIMOTHY EDWARDS SCHOOL A.M. BUS#1614 First Pick-up 7:25 From High School, Right on Nevers, Right on Sand Hill, Left on Sullivan, Right on Ellington, Left on Clark, Right on Stanley #25 Stanley #95 Stanley-Sally Left on Sally Sally-Charlie Onto Quarry Brook Quarry Brook-Beechwood Quarry Brook-Brookhaven Quarry Brook-Stonehaven Quarry Brook-Woodhaven Quarry Brook-Evergreen (s) Quarry Brook-Evergreen (n) Quarry Brook-Sycamore Quarry Brook-Beechnut Quarry Brook-Simka L on Simka Simka- Northview R ON NORTHVIEW 25 NORTHVIEW Right on Ellington, ONTO OAKLAND, Left on Foster, Right into T.E. Students 47 Date 12-26-96 D EGEVE DEC 2 Z 1996 South Windsor Public Sch0018 Business Office TIMOTHY EDWARDS SCHOOL P.M. BUS#1614 2:30 Dismissal From T.E., Left on Foster, Right on Oakland, onto Ellington, Left #25 Stanley on Clark, Right on Stanley #95 Stanley-Sally Sally-Charlie Left on Sally Onto Quarry Brook Quarry Brook- Beechwood Quarry Brook- Brookhaven Quarry Brook-Stonehaven Quarry Brook-Woodhaven Quarry Brook- Evergreen (s) Quarry Brook-Evergreen (n) Quarry Brook-Sycamore 1 Quarry Brook-Beechnut Quarry Brook-Simka L on Simka Simka- Northview R ON NORTHVIEW 25 NORTHVIEW L on Ellington, Left INTO PLEASANT VALLEY Students 47 Date 12-26-96 s I EC E WE DEC 27 1996 Sauth Windsor Public Schools Business Qifice TIMOTHY EDWARDS SCHOOL A.M. BUS#1615 First Pick-up 7:30 From the High School, Right on Nevers, Left on Sand Hill, ONTO VALLEY VIEW, R ON FELT R ON SCOTT 90 SCOTT 142 236 SCOTT/ALPINE L ON ALPINE, L ON BLUERIDGE ALPINE-BLUERIDGE L ON DEERFIELD DEERFIELD/Blueridge R ON TIMBER TIMBER/BREEZY HILL R ON SCOTT, R ON FELT #323 FELT FELT FARMBROOK #180 OAKLAND/FELT L ON OAKLAND 325 OAKLAND 339 OAKLAND 480 OAKLAND/FOSTER 120 FOSTER L ON FOSTER R INTO T.E. Students 22 10-96 D V � D DEC 's 1996 South Windso r Public Schools Business Office TIMOTHY EDWARDS SCHOOL P.M. BUS#1615 2:30 Dismissal Right on Foster, L ON BIRCH HILL, L ON FELT R ON SCOTT 90 SCOTT 142 236 SC SCOTT-APLINE L ON ALPINE, L ON BLUERIDGE ALPINE-BLUERIDGE L ON DEERFIELD Deerfield-Blueridge L ON TIMBER TIMBER/BREEZY HILL R ON SCOTT, R ON FELT #323 FELT FELT-FARMBROOK #180 FELT L ON OAKLAND OAKLAND/FELT #325 OAKLAND 339 480 OAKLAND/FOSTER L ON FOSTER ST. #120 FOSTER ST. R INTO ORCHARD HILL -Students 22 Date 12-26-96 t E C E I V E n �j DEC 27 1996 South Windsor Public S00018 Business Office TIMOTHY EDWARDS SCHOOL A.M. BUS#1616 First Pick-up 7:40 From High School, Right on Nevers, Right on Sand Hill, Left on Sullivan, Left on Oakland, Left on Avery, Right on Elberta, Left on Baldwin, Left on Carman, Left on Concord #110 Concord 271 Avery Right on Elberta, Right on Avery Right on Benedict Benedict- Pine Tree (s) Benedict- Pine Tree (n) Benedict- Manor Benedict- Highview N/S Benedict Peach Tree Benedict- Pine Tree PEW Left on Pine Tree Pine Tree- Pond Right on Avery #431 Avery Left on Gray, Left into school Students 23 Date 07-23-96 f r RECEVVED JUL 24 iooh South Windsor Public Schools Business Office TIMOTHY EDWARDS SCHOOL P.M. BUS#1616 2:30 Dismissal From Arnold, Right on Gray, Right on Avery 431 Avery 271 Left on Elberta, Left on Baldwin, Left on Carman, Left on Concord #110 Concord Right on Elberta, Right on Avery, Right on Benedict Benedict- Pne Tree (s) Benedict-Pine Tree (n) Benedict- Manors Benedict-Highview(n) (s) Benedict-Highview(s) Benedict-Peach Tree Benedict- Pine Tree Left on Pine Tree Pine Tree- Pond L ON BENEDICT, ACROSS TO ORCHARD HILL, R ON FOSTER ST. Students 23 Date 07-23-96 ECEWED:. JUL 24 1996 Windsor h South Public Schools . Business Office TIMOTHY EDWARDS SCHOOL A.M. BUS#1617 First Pick-up 7:35 From High School, Right on Nevers, L on Sand Hill, L ON SULLIVAN, L ON OAKLAND, L ON FELT, R ON MOHEGAN MOHEGAN/HORIZON L ON BAYBERRY BAYBERRY/MOHEGAN BAYBERRY/FILES R ON FILES FILES/KRAWSKI L ON KRAWSKI Krawski- SUMMER WIND R ON SUMMERWIND SUMMERWIND/RIDGEFIELD Left on Ridgefield KRAWSKI - Ridgefield Right on Felt, Right on Tallwood, Left on ' Greenwood Tallwood-Greenwood Greenwood-Scott L on Judge Judge-Greenwood Left on Andmar, R on Clover, R on Indian, L on Rainbow Students 43 Date 07-23-96 RECENED JUL 24 1996 South Windsor Public Schools Business Office TIMOTHY EDWARDS SCHOOL P.M. BUS#1617 2:30 Dismissal Left on Foster, RIGHT on Bayberry Bayberry/MOHEGAN Left on Mohegan Mohegan -Horizon Right on Horizon, ONTO Bayberry Bayberry-Files i Left on Files III Files- Krawski KRAWSKI/SUMMERWIND RIGHT ON SUMMERWIND Left on Krawski RIDGEFIELD- SUMMERWIND Left on Ridgefield RIDGEFIELD- KRAWSKI Right on Felt, Right on Tallwood Tallwood-Greenwood Left on Greenwood Greenwood-Scott JUDGE-GREENWOOD Right on Judge, Left on Greenwood, Right on Scott R ON FELT, R ON BIRCH, R ON FOSTER ST., L INTO O.H. Students 43 Date 07-23-96 ; EGENE JUL 24 190" ' South Windsor Pubft Schoo'S Business Office TIMOTHY EDWARDS SCHOOL A.M. BUS#1618 First Pick-uo 720 From High School,Right on Nevers, Right 1 on Sand Hill, LEFT on Sullivan, Right on Ellington 882 ELLINGTON 832 ELLINGTON Right on Chapel Chapel-St, Marc Cir. #22 Left on Main 9 MAIN Main-North King #272 #277 #35(Trailer Park) 811 King Left on Brook, Left on King Right on Main #482 MAIN #588 #882 #725 #756 #793 #809 #824 863 R ON GOVERNORS #70 GOVERNORS L ON ELLINGTON, L ON FOSTER ST., R INTO SCHOOL i Right into Arnold Way Students 38 Date 12-28-96 o E CE �V E DEC _'1 199h South Wind sor Public Schools Business Office TIMOTHY EDWARDS SCHOOL P.M. BUS#1618 2:30 Dismissal From T.E., Left on Foster St. R OAKLAND, ONTO ELLINGTON ' 882 Ellington 832 Right on Chapel Chapel- St. Marc Cir #22 Left on Main 9 MAIN MAIN-NORTH KING #272 277 #35 811 King Left on Brook, Left on King Right on Main 482 MAIN 588 682 #725 756 #793 #809 #824 863 R ON GOVERNORS #70 GOVERNORS R on Ellington, LEFT INTO SCHOOL Students 38 Date 12-26-96 E E V E DECt 27 996 youth Windsor PubfiC Schools Business Qiticl3 TIMOTHY EDWARDS SCHOOL A.M. BUS#1619 First Pick-up 7:25 From High School, Left on Nevers #S Lake Rd Right on Lake 182 Lake ' 60 ASH L ON DORIA, L ON ASH ABBE/WindshireL ON GRACE, L ON LAKE Abbe- Rosemary Left on Abbe Ext. Rosemary-Christine Left on Rosemary, R ON CHRISTINE Right on Berle Abbe- Berle OXFORD/OXFORD Oxford-Windshire Onto Oxford, bear right Windshire- Bramblebrae Right on Windshire Onto Abbe Ext., Right on Miller, Right on Foster Ext. 939 Foster Ext 887 FOSTER Ext Right on Saginaw Foster-Bourbon Left on Bourbon, Right on Foster Ext. Right on Ellington, Left on Foster, Left into T.E. Students 33 Date 9-18-96 r-�'F E t SEP 19 1006 Windsar P ubk Scroois Wine" office TIMOTHY EDWARDS SCHOOL P.M. BUS#1619 2:30 Dismissal Right on Foster, RIGHT ON ELLINGTON, LEFT ON FOSTER EXT.,LEFT ON BOURBON BOURBON-FOSTER EXT. RIGHT ON SAGINAW,LEFT ON FOSTER EXT. 887 FOSTER EXT. 939 LEFT ON MILLER, LEFT ON ABBE EXT. BERLE-ABBE RIGHT ON BERLE LEFT ON CHRISTINE, LEFT ON ROSEMARY ROSEMARY-CHRISTINE ROSEMARY-ABBE EXT. OXFORD/OXFORD LEFT ON ABBE EXT.. RIGHT ON OXFORD, RIGHT ON WINDSHIRE Oxford-WindShire Windshire-Bramblebrae WINDSHIRE-ABBE EXT. R ON ABBE 60 ASH LEFT ON LAKE, R ON DORIA, L ON ASH L ON GRACE, R ON LAKE #6 LAKE L ON NEVERS, L ON SAND HILL, ONTO VALLEY VIEW, L ON FELT, R ON BIRCH HILL, R ON FOSTER, L INTO ORCHARD HILL Students 33 Date 12-26-96 RECENED DEC 2'e 1990 South Windsor Public Schools iBusiness Office TIMOTHY EDWARDS SCHOOL A.M. BUS#1620 First Pick-up 7:35 From High School, Right on Nevers, Left on Sand Hill, Left on Ellingtoin, Left on Foster St., 260 BEELZEBUB onto Beelzebub LEFT on Avery, R ON PINE KNOB PINE KNOB CR.- PINE KNOB PINE KNOB-APPLETREE TO MURRAY MURRAY-AHERN DOGWOOD-GULLEY DOGWOOD-ROY LEFT ON HIGHLAND HIGHLAND-OAK II LEFT ON WOODLAND WOODLAND-WILLOW L ON LAUREL WOODLAND-LAUREL RIGHT ON OAK LAUREL-OAK OAK-PEACH Woodland- Oak Birch-Oak Oak- Brian DIANE-BRENT Onto Diane #140 Diane #245 Diane DIANE-BRENT Diane- KELLY Right on Diane, Left on Kelly 139 KELLY 103 #68 Kelly Left on Avery, Right on Gray, REVISED 07-96 48 STUDENTS E C"' E I V ; SEP 11 South Windsa( Public 8 Business Oiidc� TIMOTHY EDWARDS SCHOOL ' P.M. BUS#1620 2:30 Dismissal Right on Arnold Way, Right on Gray, Left ' PINE KNOB CR.-PINE KNOB on Avery, Right on PINE KNOB PINE KNOB-APPLETREE ONTO MURRAY MURRAY-AHERN DOGWOOD-GULLEY DOGWOOD-ROY ' LEFT ON HIGHLAND HIGHLAND-OAK LEFT ON WOODLAND WOODLAND-WILLOW ' WOODLAND-LAUREL L ON LAUREL R ON OAK ' LAUREL-OAK OAK-PEACH WOODLAND/OAK BIRCH/OAK OAK/BRIAN ONTO DIANE ' DIANE-BRENT 140 DIANE 245 DIANE ' DIANE-BRENT DIANE/KELLY R ON DIANE, L ON KELLY ' 139 KELLY 103 68 R ON AVERY, L ON BEELZEBUB ' 260 BEELZEBUB L ON FOSTER REVISED 9-96 . F SIP ! �c' 1 1 1 TIMOTHY EDWARDS SCHOIOL A.M. BUS#1621 1 1 First Pick-up 7:25 From High School, Right on Nevers, Right on Sand Hill, Left on Sullivan, Right on 1 Rugby-CLARK Ellington, Left on Clark,Right on Rugby Left on Chapel, Right on Burnham ' #800 Burnham #19 Long Hill Right on Long Hill #39 1 Left on Chapel Right on SECOND MURIELLE MURIELLE-CHAPEL 1 61 MURIELLE MURIELLE-CHAPEL Left on Chapel ' #220 Long Hill Left on Long Hill 260 290 1 300 384 Right on Ellington 801 ELLINGTON ' 887 Ellington- Lakewood 1105 ELLINGTON 1 Ellington-Mill Pond Onto Oakland Rd. 146 OAKLAND Left on Foster, 1 Right on Arnold Way (28/rev.9-96) e'S gz� E 1 ¢¢ I I jqC( v� sor Public Schools ythWihd ess Attica 1 6�s�n .a.i 1 i II TIMOTHY EDWARDS SCHOOL P.M. BUS#1621 2:30 Dismissal ' 146 OAKLAND Left on Foster, Right on Oakland Rugby-CLARK Onto Ellington, Left on Clark,Right on Rugby #800 BurnhamLeft on Chapel, Right on Burnham #19 Long Hill Right on Long Hill ' #39 #146 Left on Chapel #30 Murielle 2ND Right on Murielle Left on Chapel ' #220 Long Hill Left on Long Hill 260 290 ' 300 384 ' 801 ELLINGTON Right on Ellington 887 Ellington- Lakewood ' 1005 ELLINGTON Ellington- Mill Pond TURN AT FIRE STATION ' TURN, TO PLEASANT VALLEY(rev.7-96) �n �u t • �tl�pr pub�iC QChgcl� South g�s1n@g� gltI6 ' TIMOTHY EDWARDS SCHOOL A.M. BUS#1622 First Pick-uo 7:20 ' Left out of Yard. Left on Trov 79 Pierce Left on Sullivan. Right on Pierce Ellington- Victorian Woods Right on Ellington Right on Governors 701 Governors Hwy. 691 ' 570 'Left on Beldon, CODY- BELDON Right on Hilton, EDGEWOOD- HILTON Right on Edoewood Edoewood- Marilyn ' Edgewood-Elizabeth JUDY/BARBARA onto Judy Judy-Marilyn ' Judy-Sharon Left on Sharon Sharon-Hilton Right on Hilton Hilton-Allen Hilton- Ronda Left on Hilton 609 Pleasant Valley Left on Pleasant Valley ' Pleasant Valley- Davewell PLEASANT VALLEY-HOLLIS Left on Ellington, onto Oakland ' Left on Foster, Right into school. Students 44 ' Date 1-7-97 EJANU it 7 I SOUTH WINOSOR PUBLIC SCHOOLS BUSINESS FFIM I TIMOTHY EDWARDS SCHOOL P.M. BUS#1622 2:30 Dismissal R on Foster, L on Birch, L on Felt, R on Valley 79 Peirce View, onto Sand Hill, R on Sullivan, L on Pierce R on Ellington Ellington-Victorian Woods 701 Governors Right on Governors 691 570 CODY-BELDON Left on Beldon, Right on Hilton, ' EDGEWOOD- HILTON Right on Edgewood Edgewood-Marilyn Edgewood Elizabeth Onto Judy ' JUDY/BARBARA Judy-Marilyn Judy-Sharon Left on Sharon ' Sharon-Hilton Right on Hilton Hilton-Allen Hilton-Ronda 609 Pleasant Valley Left on Pleasant Valley ' Pleasant Valley-Davewell PLEASANT VALLEY HOLLIS R on Ellington, Left INTO P.V. ' Students 44 Date 1-7-97 R7n Q u '","7 avi . SOUTH"flI)SOR PUBLIC SCHOOLS BUSINESS O 0E ' TIMOTHY EDWARDS SCHOOL A.M. BUS#1623 ' First Pick-up 7:30 FROM SWHS, R ON NEVERS, L ON SAND ' HILL, L ON ELLINGTON, R ON FOSTER, R JOHNATHAN- FOSTER ON JOHNATHAN TICS, L ON FOSTER, R ON ELLINGTON, R O 21 DEVONSHIRE N DEVONSHIRE L ON AVONWOOD, TICS 21 AVONWOOD L 2296 ELLINGTON ON ELLINGTON R ON LIPMAN LIPMAN- CARRIAGE R ON CARRIAGE 90 CARRIAGE CARRIAGE-LIPMAN L ON LIPMAN,ACROSS TO PALMER, RIGHT ON NORMAN, L ON OAKWOOD NORMAN-OAKWOOD PALMER- DEEPWOOD LEFT ON FELT, R ON PALMER R ON DEEPWOOD ' 69 DEEPWOOD FOSTER-DEEPWOOD R ON FOSTER L INTO TE Students 29 Date 9-24-96 REfr'OVE ' 5outb Whld$Dt Public S00015 Ba�itte� Offic� TIMOTHY EDWARDS SCHOOL P.M. BUS#1623 2:30 Dismissal R ON FOSTER ST. FOSTER-JONATHAN ' R ON ELLINGTON, R ON DEVONSHIRE 21 DEVONSHIRE L ON AVONWOOD 21 AVONWOOD TICS L ON ELLINGTON 2296 ELLINGTON R ON LIPMAN LIPMAN- CARRIAGE R ON CARRIAGE 90 CARRIAGE CARRIAGE- LIPMAN L ON LIPMAN, ACROSS TO PALMER, RIGHT ON NORMAN, L ON OAKWOOD NORMAN-OAKWOOD PALMER- DEEPWOOD LEFT ON FELT, R ON PALMER R ON DEEPWOOD ' 69 DEEPWOOD R ON FOSTER ST. FOSTER-DEEPWOOD L INTO ORCHARD HILL Students 29 Date 09-24-96 TIMOTHY EDWARDS SCHOOL A.M. BUS#1624 First Pick-up 7:20 From the High School, Right on Nevers, Left on Sand Hill, Left on Ellington Rd. 2329 Ellington #2579 Ellington Right on Dart Hill #8 Dart Hill #29 #117 Dart Hill-Paper Chase `Left on Perrin Perrin-Rimfield Left on Rimfield RIMFIELD/HEATHERWOOD Rimfield-Carson RIMFIELD/KELLOG RIMFIELD/JARED RIMFIELD-TUTTLE L ON ELLINGTON, L ON NIEDERWERFER 55 NIEDERWERFER 18 5 Left on Dart Hill 325 DART HILL Left on Lawrence Lawrence-Spinners Lawrence-CLIFFWOOD RIGHT ON CLIFFWOOD Left on Lawrence LAWRENCE-VINCENT ONTO Avery, Right on Gray, Left on Arnold Students 40 Date 1-7-97 SOUTH OW)SOR PUBLIC SC►+oo . I3 81NESS UFFIQ l i � 1 TIMOTHY EDWARDS SCHOOL P.M. BUS#1624 2:30 Dismissal From T.E., Right on Foster, LEFT ON BIRCH HILL, R ON FELT,'L ON PALMER, R ON ELLINGTON 2329 Ellington #2579 Ellington Right on Dart Hill ' #8 Dart Hill #29 #117 Dart Hill- Paper Chase Left on Perrin, Left on Rimfield Perrin-Rimfield Rimfield- HEATHERWOOD ' Rimfield-CARSON RIMFIELD-Kellog RIMFIELD-DARED RIMFIELD-TUTTLE 55 NIEDERWERFER L ON ELLINGTON, L ON NIEDERWERFER 18 5 II LEFT ON DART HILL #325 Dart Hill Left on Lawrence Lawrence-Spinners Lawrence-Clifford RIGHT ON CLIFFWOOD Left on Lawrence LAWRENCE-VINCENT ONTO AVERY, R ON GRAY, L ON ARNOLD REVISED 1-7-97 i D L 0 i��°7 SOUTH WINnsOR PUBLIC SCHOOLS' F.WSINESS OFFICE TIMOTHY EDWARDS SCHOOL A.M. BUS#1625 First Pick-up 7:20 From High School, Right on Nevers, Right on #646 Strong Sand Hill, L on Peirce, L on Strong #643 #532 #404 #306 Left on Route 5 Route 5- Colony Right on NEW BERRY 98 Newberry 120 NEWBERRY 179 #240 Right on Main #954 Main 1090 1039 1101 1200 1236 #1281 Main-Strong Main-Oxbow #1425 Main 1629 1752 1772 MAIN/Sullivan Right on Sullivan Left on Sand Hill, onto Valley View, Left on Felt, Right on Birch, Right on Foster, Left into School Students 53 Date 9-96 d ECEWED ' rc Fo 4 ioo, South Windsor Public Sch" Business OfftC@ TIMOTHY EDWARDS SCHOOL P.M. BUS#1625 2:30 Dismissal Right on Foster, Left onBirch Hill, Left on Felt, Right on Valley View, Across to Sand Hill, Right on Sullivan, Left on West #646 Strong Right on Strong #643 532 #404 #306 Left on Route 5 Route 5-Colony Right on NEWBERRY 98 NEWBERRY 120 179 240 954 Right on Main 1090 Main 1101 1039 100200 1236 1281 #1281 Main-Strong Main- Oxbow #1425 Main #1629 #1752 1772 MAIN/SULLIVAN Right on Sullivan Right ON RT. 5,R ON P.V. L ON ELLINGTON Students 55 Date 9-96 D ECE V E South Windsor Dubuc Sth@06 Business Office TIMOTHY EDWARDS A.M. VAN#3 Pick-up 7:30 M-F FROM ROCKVILLE HIGH, L ON RT.83, R ON 84, R ON BUCKLAND ST., EXIT, L ON PLEASANT VALLEY, L ON CLARK, R ON 370 BURNHAM BURNHAM R ON ELLINGTON 325 ELLINGTON L 1136 SULLIVAN ON SULLIVAN R ON MOUNTAIN VIEW 6 MOUNTAIN VIEW TURN, L ON SULLIVAN, L ON SAND HILL,ONTO VALLEY VIEW, L ON FELT, R ON BIRCH HILL, R ON FOSTER ST., L INTO T.E. 7ST UDENTS REVISED 7-96 RD ECENElu JUL 24 19. so,&Windsor Public Schoois Business Office TIMOTHY EDWARDS SCHOOL P.M. VAN#3 2:30 DISMISSAL FROM T.E., R ON FOSTER, L ON BIRCH HILL L ON FELT, R ON VALLEY VIEW, SAND HILL, L ON SULLIVAN 1136 SULLIVAN R ON HILLSDALE, R ON MOUNTAIN 6 MOUNTAIN TURN, L ON SULLIVAN, R ON PIERCE L ON ELLINGTON, R ON CLARK, R ON BURNHAM 370 BURNHAM R ON ELLINGTON 325 PLEASANT VALLEY ONTO OAKLAND, L ON FOSTER ST., INTO ORCHARD HILL REVISED 7-96 D ECEIVE nn IJ JUL 24 j SOtlth Windsor Public Schools i business Ottice TIMOTHY EDWARDS SCHOOL A.M. VAN#7 FIRST PICK UP 7:20 FROM H.S.. R ON NEVERS. R ON SAND HILL, R ON SULLIVAN 488 SULLIVAN 668 SULLIVAN AVE. LEFT ON RT. 5 1747 JOHN FITCH R ON STRONG, L ON GORSKI BANCROFT-GORSKi L ON BANCROFT, R ON STRONG, R ON (DENT 1 90 (DENT R ON STRONG, R ON RT. 5. L ON PLEASANT 'VALLEY 376 PLEASANT VALLEY REVISED 12-30-96 y . D 5 1 E t E VE DEC 31 1996 South Windsor Public Schools i�. Business Office - TIMOTHY EDWARDS SCHOOL P.M. VAN#7 2:30 Dismissal FROM TE, L ON FOSTER. R ON OAKLAND R ON SULLIVAN 488 SULLIVAN 668 SULLIVAN L ON RT.5 1747 JOHN FITCH 90 DDENT R ON STRONG. R ON (DENT TURN.L ON STRONG. L ON GORSKI BANCROFT/GORSKI R ON STRONG. TURN. R ON RT. 5, L ON PLEASANT VALLEY r376 PLEASANT VALLEY 8 STUDENTS (rev. 12-30-96) EC E IVE .i nor 1 1996 South Windsor Pubk SOO* Business Office TIMOTHY EDWARDS SCHOOL A.M. VAN#8 7:30 PICK UP FROM H.S., R ON NEVERS, L ON SAND HILL, L ON ELLINGTON 2773 ELLINGTON 2837 L ON NIEDERWERFER 220 NEIDERWERFER 361 410 415 570 TURN AT 588, R ON ELLINGTON 2814 ELLINGTON 2880 ELLINGTON 2916 L ON BUCKLAND, TURN IN CHURCH DRIVEWAY R ON BUCKLAND 70 BUCKLAND CAN PULL IN DRIVE OR TURN FURTHER UP 296 L ON ELLINGTON, ONTO OAKLAND, L ON FOSTER ST., R INTO T.E. Students 12 Date 9-96 ErCOVE . Sp 4 ,oc- South.Windsor Public Sch@CW Business Office r TIMOTHY EDWARDS SCHOOL P.M. VAN#8 2:30 Dismissal 2837 ELLINGTON From T.E., R on Foster, R ON ELLINGTON 2773 ELLINGTON 220 NEIDERWERFER TURN AT 588, L ON NIEDERWERFER 361 410 415 570 2814 ELLINGTON R ON ELLINGTON 2880 ELLINGTON 2916 R THRU LIBRARY L ON SULLIVAN, ONTO BUCKLAND 70 BUCKLAND TURN IN DRIVEWAY, R ON BUCKLAND 296 L ON ELLINGTON, INTO PLEASANT VALLEY Students 12 Date 9-96 r o I ECEWE � S EP 4 1996 South Windsor Public Sch"16 Business Office 10*N Se s* 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 tioSOR COS AREA CODE 860/644-2511 March 25, 1997 CERTIFIED MAIL Daniel L Weston, AIA, Principal The S/L/A/M Collaborative 80 Glastonbury Boulevard Glastonbury, CT 06033 Dear Mr. Weston: Re: Appl #97-22P, Timothy Edwards Middle School Expansion Please be advised that the public hearing in the above matter has been scheduled for Tuesday, April 8, 1997 at 7:30 p.m. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Two signs, advertising the hearing, must be posted on the property for 10 consecutive days prior to the hearing, and must be clearly visible from a town street by Friday, March 28, 1997. Please have one sign posted on the corner of Arnold Way and Foster Street and one sign must be posted on Arnold Way at the end of existing soccer field. Signs can be purchased in the Town Hall for $5.00 each. truly yours, �J( AW Phyl _ M. Mann Recording Secretary Planning & Zoning Commission MAR 2A '97 0.00 TO-0443781 fRCH-THE SiUA/H COLLABORATIVE T-500 P.01/03 f-872 The Sl Ll A I M Collaborative AX To: � ' Date: 51 Zb I( q-7 ft ismiffal Project No.: 95040.00 Fox Number: { ) SDE# 132-066E Project Name: Timothy Edwards Middle School 100 Arnold Way South Windcnr,rT 06074 Architecture From: peter 5, 5obin,AIA Number of Pages plaulikq Project Manager including transmittal: � Interims rnginonfing I7MSC8IrN I.'nnstrsraina Snrvins�e 7 hnologY Q Reply ASAP ❑ Urgent 0 Your uss ❑ Your review ❑ Please comment Remarks Sgq. CIJ�ZW t" &Ko iw upd�4e d" 1:t�L �S M-9- otC�`vt"�<'� fie✓ `f� t��"�t1 wEe�S (o 44- b-7z i -Coale k GoA l►Ji v�dS� l�• � S Z9 t- !Za I v�b► W?v4 gr PC, ww, ■ 84,0 qb-4?3to o ►�► ��s Somerset Square 80Ci4.0on0ury Boulevard 2. �,,r•q?+l ae? 6lastplrbury Connecticut I1(i11;�'t-49t 5 ���—$�rJ' I Plrooe 86D 657.8077 Q /� 6 /t f ;81 Farmington Avenue Farmington Connecticut 06032'-1960 Pairw 86D 657,8077 taxbw 6/1.bbu/ ma(I�raJamcou.cam http://www.slamccil.cornl Signed: Peter Sobin Copy to: The s1 LIAI M Collaborative Transmittal To IWv DT (MA. W is'(0/6y�/,'2'�t� Date 531 t G 1�? ......rrrK777'1����, . Of- (MA. WR�1'N�'�N✓< Job No. RrjO+O. Gtp rt F Attention fik�A P ft" VJLL✓t �►w f w Subject We are sending the following items OrOD7¢' I .s• Attached ❑ nder separate cover via ❑ Shop Drawings ❑ Disks Wrints ❑ Originals ❑ Samples Architecture ❑ Copy of letter ❑ Change order ❑ Specifications ❑ Other Submittals Planning Interiors Engineering Landscape Copies Date Drawing No. Description .Construction.Services Technology 1.VJL+( '�O It N/w f M j/ 1 mumcmi xot C �► R EC E IV ED MAR 271997 These are transmitted as checked below SOUTH WINDSOR PLANNING DEPTo 1.0 For approval 5. O For your use 7. ❑ Approved 11.0 Revise and resubmit 2.0 As requested 6. 0 For review and comment 8. O Approved as Corrected 12.0 Submit specked item 3.❑ Prints returned after loan to us 9. O Not approved 13.0 Resubmit for record 4.❑ Forbid due 10. ❑ No action required Somerset Square Remarks 80 Glastonbury Boulevard Glastonbury Y Y W f✓UA6 A —W� � Connecticut06033.4415 uV` Mn �/E 50 -Phone Fax860657 8077 -3141 WE � Vv'L� DIPAr-NJI v�l •v` fax 860 657-3141 � �y S W pMN aj 181 Farmington Ave Farmington Connecticut 0 657 1960 8077 ^ (_ _ Phone 860 657.8077 �/ Fax 860 677.6507 mail®s/amcallcom http://www.s/amcoll.com/ 'r M / y� -�} Copy to I�G F CE j Yvl FAW (a R% y 17"f Signed � v�,r✓IN � J; 1-��Yl� , 4 RECEIVE ® MAR 271997 Th a Si L i A i M Collaborative SOUTH WINDSOR PLANNING DEPT. TI anSMift l To -tnWN 600rff WlN4160k Date '.1 f -1710'7 i '• !JT- �• WrV• Job No. "!�0t�'0. OLD VF Attention Subject �A nyT1H 15ft We are sending the following items • �ttached ❑ Under separate cover via ❑ Shop Drawings ❑ Disks Prints ❑ Originals ❑ Samples Architecture ❑ Copy of letter ❑ Change order ;/pecifications ❑ Other Submittals Planning Interiors Engineering Landscape Copies Date Drawing No. Description Construction Services s� �J y�./�� , }�► �y j �yA, _ Technology rA I/27�9•} �V t� ���V`��1� D1/Iv�w�1 L KV f Theses a transmitted as checked below 1.15 Fora approval pp 5. V(5or your use 7. ❑ Approved 11.0 Revise and resubmit 2.❑ As requested 6. or review and comment 8. ❑ Approved as Corrected 12.❑ Submit specified item 3.❑ Prints returned after loan to us 9. ❑ Not approved 13.❑ Resubmit for record 4.❑ For bid due 10. ❑ No action required O Somerset Square Remarks 80 Glastonbury Boulevard f . Glastonbury M W", 1 (N A I(Psi t W tr Connecticut 06033-4415 1 Mvl�� �tn`-y✓� Phone 8606571 fax 860657-3141 P&AW Nti TFW fZ MAAA—MN, IMs fl.,M ✓Wf 281 Farmington Aveig Nut. . ,n�` (t,�- j� Farmington 1 Wr Vows Amy &6vpWeWS �1D Connecticut 06032-1960 < �t / � /��� Phone 860657.8077 5 I',l� � J'�o to v W ee i II d1�f i'� Fax 860677.6507 `���,�/" /��G,//v ftLq ka. mails/amcoll.com N + �� "' V � (� ✓f �'r http://www.s/amcoll.com/ Copyto iri O 1 hi •�y� Signed PI LC! `S�� V(/� WMA 7` SECTION 02910 SOFTBALL & SOCCER FIELD CONSTRUCTION PART 1 - GENERAL 1.1 SUMMARY A. General: This Section includes construction of new soccer fields, reconditioning or reconstruction of existing soccer fields,and construction of a new softball field with skinned basepaths and mound. B. Outline of Work: The contractor is to furnish all materials as outlined in this specification. All materials, labor, and equipment shall be in accordance with these specifications and the contract drawings. 1. Removal of topsoil from existing playfields. 2. Grading subsoil including appropriate cuts and fills. 3. Subsoil cultivation. 4. Replace topsoil and place infield soil mix onto base paths and pitcher's mound. 5. Apply limestone and phosphorous onto designated grass section of the field and cultivate into topsoil. 6. Finish grading. 7. Apply starter fertilizer. 8. Seed field. C. Related Sections: The following sections contain requirements that relate to this Section. 1. Division 2 Section"Earthwork"for compacted subgrade under play areas. 2. Division 2 Section"Landscaping" for general landscape improvements. 3. Division 2 Section"Sports Field Furnishings" for backstops,goals,etc.. 1.2 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product data for the following products: 1. Infield/base path soil mix. 2. Topsoil tests. 3. Seed mixes. C. Samples for verification purposes the following items: 1. Infield Soil Mix and Pitcher's Mound Soil Mix. D. Shop Drawings for: 1. Installation and construction details for Pitcher's Mound and Bases. E. Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, names of Architects and Owners,plus other information specified. F. Unit prices per the Division One sections of this specification. Any added or deleted work will be based upon adding or subtracting the unit price form the bid price. ADDITIONS AND RENOVATIONS S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SOFTBALL AND SOCCER FIELD CONSTRUCTION SOUTH WINDSOR, CT 02910-1 1.3 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has successfully completed at least two (2) installations of athletic field construction. Provide references for these installations with phone numbers. Contractor shall provide a supervisor on the job-site experienced in the construction of sports fields. B. Layout and Placement: Prior to construction, locate limits of play areas and infield for review with Architect for alignment and grade relationships and approval of such prior to construction. C. General: 1. The Contractor is responsible for checking field grades in order that they comply with the grades set forward in these specifications and shown on the drawings. 2. The use of earth moving or other heavy equipment will not be allowed on the field and the surrounding area following the return of the topsoil. Only agricultural machinery designed for preparing the finish grade and other final operations will be used to complete the work. A list of all equipment that is to be used in carrying out the work shall be provided when submitting the bid and approved by the Town of South Windsor as part of the bid contract. 3. Appropriate soil erosion measures are to be taken as outlined in these specifications. 4. Pesticides used on the project must be applied by a licensed Commercial Pesticide Applicator. the license number is to be supplied to the Town of South Windsor prior to the application of any pesticide. 5. Invoices on quantities of all materials delivered to the site will be submitted to the Town of South Windsor for examination. 6. Any changes in these specifications as to materials or method is to be made only after consultation with and approval from the Town of South Windsor or their representative. 1.4 DELIVERY,STORAGE AND HANDLING A. Protect furnishings against soiling and damage during storage and construction by use of padding or barriers as required maintained in delivered condition. B. Protect play surface materials from moisture and contamination with other materials during storage and construction. PART 2 - PRODUCTS 2.1 — TOPSOIL A. Topsoil to be stripped from existing fields and reapplied is to be reused on the fields after screening. See Part 3, Execution for Methods and Sequencing. B. Topsoil stripped from existing fields that is from the A Horizon may be screened and reapplied to those fields when reconstructed. Additional topsoil needed for construction of the new soccer and softball fields may be supplied from an off-site source. C. Topsoil stripped form on-site shall be screened off-site through a one-inch mesh screen. The Contractor is to save 100 yards of the topsoil for use in any repairs due to soil erosion or settling that may result in depressions after completion of the seeding. D. Topsoil stripped on-site and topsoil from off-site sources shall meet the requirements for topsoil in Section 02900,Landscaping. 2.2 INFIELD BASE PATH AND PITCHER'S MOUND SOIL MIX A. Infield soil mix shall be "Beam Clay Baseball Diamond Mix" as manufactured by Partac Peat Corporation (800) 247-2326. Provide in area as shown on plan to a minimum 3" depth at basepaths and 6" depth around bases,or approved equal. ADDITIONS AND RENOVATIONS S/L/A/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SOFTBALL AND SOCCER FIELD CONSTRUCTION SOUTH WINDSOR,CT 02910-2 r i B. Infield Base course material shall be same as base course for bituminous pavements (see Division 2 Section "Bituminous Concrete Paving." C. Pitcher's Mound soil Mix shall be "Beam Clay Pitcher's Mound Mix" or approved equal to a 6" depth over mound base materials. D. Soil Materials for the bare area of the infield are to be free of all debris including glass. It shall have no coarse fragments (gravel particles) over 6 mm in diameter with a maximum of 10% coarse fragment between 2 to 6 mm in diameter of which only 3%can exceed 5 mm in diameter on an oven dry(105 degrees C)weight basis. The percent silt and clay will comprise between 25 to 30 %of the sand, silt and clay fractions with at least 7% clay. The sand fraction will have between 40 to 45 percent in the very coarse, coarse, and medium sand size range with no more that 6% in the very coarse sand fraction. The percent fine and very fine sand will be between 25 to 35%. The percentage weights of the sand,silt and clay particles are on an oven dry weight basis at 105 degrees C with the gravel particles removed before particle size analysis. the particle size analysis is based on the USDA classification for particle size. 2.3 AGRICULTURAL LIMESTONE A. The lime is to be a dolomitic limestone in which 98% will pass a number 20 sieve and at least 75%will pass through a number 100 sieve. The limestone will have a calcium carbonate equivalent of at least 85%. 2.4 FERTILIZERS A. Grade: 5-10-5. Application rate: 880 pounds per acre. B. The 5-10-5 fertilizer is to have all its nitrogen in a water soluble form derived from ureas, ammonium nitrate, ammonium phosphate or similar material. Another grade with the same ratio may be substituted and its rate adjusted to supply 88 lb. P205 per acre. Fertilizers delivered to the work site must be fully labeled in accordance with the State of Connecticut's fertilizer laws and regulations. 2.5 SEED MIXTURES A. Baseball Field and Soccer Fields: Seeding Schedule Species and Cultivar %by Weight %Puri %Germination Spring Seeding Fiesta II perennial ryegrass 35% 98% 90% Blazer II perennial ryegrass 35% 98% 90% Touchdown Kentucky Bluegrass 20% 98% 80% America Kentucky Bluegrass 10% 98% 80% Late Summer Seeding Fiesta II perennial ryegrass 15% 98% 90% Blazer II perennial ryegrass 15% 98% 90% Touchdown Kentucky Bluegrass 35% 98% 80% America Kentucky Bluegrass 35% 98% 80% B. All cultivars used on the baseball field are to be certified varieties. The mixture for the spring seeding is to be sown at 220 pounds per acre. The mixture for the late summer seeding is to be sown at 130 pounds per acre. Other cultivars of perennial ryegrass and Kentucky bluegrass may be substituted for the above listed cultivars with the approval of the town of South Windsor or their representative. the same number of species and their cultivars with their percentage by weight in the mixture must remain the same. C. The seed delivered to the site must be fully labeled according to the seed laws and regulations of the State of Connecticut. A letter from the seed supplier is to accompany the seed mixture delivered to the site certifying ADDITIONS AND RENOVATIONS S/L/A/M-95040.00 TIMOTHY ED RDS MIDDLE SCHOOL SOFTBALL AND SOCCER FIELD CONSTRUCTION SOUTH WINDSOSOR,CT 02910-3 e that the seed in the bags are the cultivars listed on the label. The seed mixture is to be inspected by the town of South Windsor or their representative prior to its acceptance. D. Seed Mix for slopes outside the playing field area: Species and Cultivar %by Weight Victory chewing fescue 35% Spartan hard fescue 35% Fiesta II perennial ryegrass 30% Sow at a seeding rate of 220 pounds per acre. 2.6 MULCH A. Mulch-the mulch for slopes is to be comprised of either an erosion control fabric or blanket or salt marsh hay. Apply the slat marsh hay at a rate of 1 1/2 tons per acre. 2.7 PESTICIDES PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas 3.2 INFIELD SOIL MIX A. Install 4" aggregate base course throughout the skinned area as shown on plans. Compact to 95%density. b. Create pitcher's mound with base course material to establish the pitcher's plate at an elevation of 10" above home plate,or as directed otherwise by Architect or Owner. B. Install and compact infield soil mix and pitcher's mound mix to depths as noted above and as directed by the -- manufacturer. Compact and finish surface as directed by manufacturer. 6EG7?CA/f 1./ END OF SECTION 02807 ADDITIONS AND RENOVATIONS S/UA/M-95040.00 TIMOTHY EDWARDS MIDDLE SCHOOL SOFTBALL AND SOCCER FIELD CONSTRUCTION SOUTH WINDSOR,CT 02910-4 -rx A* v The s I L 1A I M Collaborative Transmittal To `TrOW� dF jWM w1wok Date �.-►It t 4ri �1V =V t LW� Oe Job No. q✓�"y.d0 S. Wi N%&K AIA Attention rC M �P�� Subject 1 � �. `ANINK Mow Ate+ We are sending the following items M Attached ❑Under separate cover via ❑Shop drawings ❑Prints ❑ 0 ' finals ❑ Samples ❑Copy of letter ❑Change order Specifications ❑ Copies Date Drawing No. Description Mf,(:7^-6 C/N, Stocker '.—� 611110 LaBau /21t2• ( MO ,-nNJ Arneill NIM 11 �, McManus xbDrp 001=max O W1 Architects A — )G ff G s IN LAW ces P �� Incorporated tgon �P-�/ tm . �+ Somerset Square 61A10 6qvwxe 80 Glastonbury Boulevard �1�N Glastonbury Connecticut06033-4415 Telephone 860 657.8077 Fax 860 657.3141 These are transmitted as checked below APR 2 1997 Zapproval /For your use ❑ Approved ❑ Rejected requested ❑ For review and comment ❑ Incorporate notatidSoUth WiiBdUffd resubmit Russell ❑ Prints returned after loan to us ❑ Return —(IRjgIVct&d ZV*Rlg CoMfniSSiolg ❑ Forbid due ❑ Submit copies for distribution Gibson von Dohlen 281 Farmington Avenue Remarks MA17Zf fA 1 ttA-VG G� ECOV i1 IKFO Farmington C• WILL, tiv"'w'r ���SJJ Connecticut 06032-1960 P '• LFAX 05L) �I Telephone 860 677.8556y, Fax 860 677.6507 6 Copy to Signature C 0 V E R FAX S H E E T To: Henry Thomas Fax#: (860) 677-6507 Subject: Specifications of April 1, 1997 Date: April 3, 1997 Pages: Four, including this cover sheet. COMMENTS: After reviewing Specifications 02110, 02122, 02200, 02805, 02831, 02900, and 02910, dated April 1, 1997, I request the following: • Section 02805, Part 2.1 --Backstops vs. Section 02831, Part 2.9 Backstop -- which one is correct? • Section 02831, Part 3.1, Letter B, #2, should be six inches instead of three inches. Eliminate Section 02831, Part 3.2, Letter H • Section 02900, Part 1.11, Letter D - should be 30% instead of 40% in two places. • Section 02900, Part 2.9, add a Letter I Compost. • Section 02900, Part 2.12, substitute information on attached sheet describing polypropylene instead of polyethylene. • Section 02900, Part 3.8, Letter C., #1 - Set collar 1 inch(25 mm) above adjacent finish grades... • Section 02910, Part 2.5, Letters A, B, and C - use attached specs titled"Tall Fescue Seeding." A Page Two • Section 02910, Part 2.7, Letter A - Change to read "Herbicide - Apply Siduron at the labeled rate at the time of spring seeding only." • Eliminate Section 02910, Part 3.8 • Need to add a watering provision for seedbeds and for once grass is up and growing. • Also need to address mowing until accepted by Town of South Windsor. If you have any questions, please call me Friday at (860) 644-2531. CAIZL ROCgLE KER/gh Attachments cc: Marcia Banach From the desk of... Karl E.Reichle Superintendent of Parks and Grounds Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 (860)644-2531 Fax:(860)644-2532 �l Pi FIbrm* e r Plcwtb I COMP NY the Leader /n tnnovot,ve Prodi,^ts Plant Production And Weed Contra. DEWITT PRO- WEED 13ARRIER SPECIFICATIONS FA6 IC PROPERTIE§ TEST METHOD MatIirial Polypropylene Colt' Black with a stripe P every 12" Thicl ness 28 mils Combined Weight 4.8 ounces per i 'square yard (minimum) Permability � 112 gal, per sq. ft, per minute falling head method Grab ITensile Strength (Ibs) ASTM D-4632 i Machine Direction ?79 Cross Machine Direction08 Grab Elongation N ASTM D-4632 23/17 Trape�oidal Tear (lbs) ASTM D-4533 6/61 Mullen Burst (psi) ASTM D-378651 i U.V. , posure i �500 Carbon Arc Tours WeaHerometer (P year Minumum) FIEDTM 191-70% *e: 0 /09/94 This data sheet supersedes all previously issued data, THIS I T1oN R�1ATE6 a+�Lr To rkE SPECIFIC MATERIAL WSJCNATED ANO MAY NOI BE VALID !FOR $UCH MATERIAL US$O :N �WMA ANY OTMIER MATERIALS OR IN ANY PROCESS. gam}{ INFORMATIDN 18 'i0 THE HEST OF OUR A)CH KNOWLEDGE AN ACCURATE ANO RELIABLE AS OF THE DATE COMP�,IEO HOWEVER, NO REPRESENTATION WARRANTY OR OVARANNO L G O 8ELIEF ACCURACY, REUABItJrY OR CgMPLETENESS fr !$ THE USEk'$ R£SPONy7lxrry TO SATISFY HIMSELF AS TO THE SL1 81LITlOA rTs NO OCCUR FROM H Of SUCH INFORMATION FOR H(g OwH PAAT>CLAR L'JS wE OO NOT ACCEPT LIAWIL rry FOR ANY WSS OR DAMAGE THAT MAY OCCUR FROM THE SV!OF THIS INFORMATION NOR DO we OFFER ANY wARAANTy AGAINST PATENT INFRINGEMy NT, 1-800-888-9669 or International 1-314-472-0048 Fax: 1-314-471-6715 MOillnp AddF*55: rt, 3 BOX 31 SlksStOm, MO U.S.A. 6380i Tall Fescue Seeding for Baseball Field and Soccer Fields Cultivers: % of Weight Min % Purity Min. % Germination Blend of: SR8200 33 98 85 Adobe 34 98 85 Apache II 33 98 85 or a blend of: Shortstop 40 98 85 Team 30 98 85 Mustang 30 98 85 The blend shall be certified or blended from three certified varieties while being observed by a representative of the Town. The Town will be given a minimum of 24 hours notice prior to blending to arrange for a representative to be available. The Tall Fescue seed blend shall be sown during the specified time period at a rate of 435 lbs./Acre. Seeding Dates: Spring Seeding April 20 through June 20 Fall Seeding August 1 through September 20