The URL can be used to link to this page

Home My WebLink AboutSITE PLAN (158) TOWN OF SOUTH y H WINDSOR, CONNECTICUT PLANNING AND ZONING� COMMISSION APPLICATION FORM ~SOX-C�� Application No. : �� — (g 9- Date Received: 23 �o Action/Public Hearing by: _ � 7 �o Receipt No. : --- APPLICANT: c/o Press Services ADDRESS : 255 Nutmeg Road South South Windsor, CT. TELEPHONE:289-0276 OWNER OF RECORD ON LAND RECORDS : Gary Lamberg & Dorothy Lamberg ADDRESS : 90 Gorski Drive, South Windsor, CT. COMPLETE LOCATION OF PROPERTY: 255 Nutmeg Road South South Windsor, CT. ---------- ZONE: IP NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES DIRECTED: SHOULD BE Bor hesi Bldg. & En r. Co. , Inc. 2155 East Main Street Torrington, CT. 06790, Attention: Chris Eseppi TELEPHONE: 482-7613 THIS APPLICATION IS FOR : (Check one of the following) 1 . Zone Change to (Public Hearing required) . q ) . 2 . Subdivision . 3. Open Space Subdivision (Public Hearing required) . 4. Resubdivision (Public Hearing required) . 5. — Special Exception to Article (Public Hearing Required) . 6. Site Plan of Development. 7. Earth Filling [Section 101 and/or Earth Removal Secti (Public Hearing Required) . on 9] 8. General Plan of Development . 9. Regulation Amendment : Zoning Subdivision _10. Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATON MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITT TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHEDED IN CHECKLIST. l - PPli t Owner PLANNING AND ZONING COMMISSION APPLICATION, CONT' D. TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS 1 . All prospective applicants are urged to confer with Town Planning Department and Engineering Department staff prior to submission of any application to the Commission . 2. Plans are officially received only on the fourth Tuesday of each month at the Regular Meeting of the Planning & Zoning Commission (PZC) . 3. Three ( 3) sets of blueprints are required on the second Tuesday of the month for review by the Town Planning and Engineering Departments . This deadline must be met if you want to ensure that your application is officially received by PZC. These plans must be submitted as complete plans -- which includes application plus all required information contained on checklist. No plans will be accepted at the counter if checklist is incomplete. It is the applicant ' s responsibility to ensure that all information required on the checklist is submitted in one package at the time of submission -- including landscaping plans , architectural elevations , traffic report , etc . Planning Department staff will not accept checklists with blank spaces , or with "by others" in any space. 4. Town staff will notify the applicant with any changes required to make the plans in complete compliance with our Zoning/Subdivision Regulations . 5. All changes requested must be made and new, complete blueprints must be submitted . At this time six sets of plans must be submitted . If a Public Hearing is required ( or optional but likely) then seven sets are required . 6. Planning Department/Engineering Department staff will review plans only once -- if the resubmissions are not complete/correct , the Town Planner ' s report will reflect that revisions were not made as requested . TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITS PLANS APPLICANT PROJECT NAME Pres-s, i`c e This checklist must be signed by pla ,p �re {.P..E./L.S. ) declaring that all required information is provided. are required for all applications; items 8-11 required where appropr*�#tey. Check mark for each item supplies . 1 . On each sheet for plans or maps, title block with th ' following information: a. Name, address and telephone of applicant. b. Name, address and telephone number of Land Surveyor or Professional Engineer. c. Name of Development. d. Date when drawings were made. 2 . Key Map: An overall map drawn to a scale of 1 inch equals 200 feet, which can be used as an overlay on Metropolitan District Maps. This map will show the overall design of the Development and surrounding property within 500 f et. a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, tc. b. Layout of buildings c. Layout of streets and parking. d. Lines indicating proposed drainage system with direction arrows. e. Lines indicating sanitary sewer system with dir ction arrows. Names of surrounding property owners. a g. Proposed open spaces and recreation ar as. ()h Driveway cuts on surrounding properti s. C . Existing and proposed sanitary sewers. d. Existing and proposed water and gas main systems . Ufa e. Present wooded area indicated by foliage lines . Any individual trees to be saved should be shown. f . Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one-foot intervals and spot elevations . g. Regulated wetlands and 100-year f loodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes . (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lin s shall be 15 inches. ) i. Connections of all springs into proposed storm drainage system as needed. J . Location and indications of existing brook channels, and 100-year flood limits . k. A-2 Certification; P.E. /L.S, Seal. 6 . Landscaping plan. 7 . Drainage calculations - Zero Runoff Increase per attached guidelines . fJ/A. 8. Traffic report. 9 . Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: Q/a a. Layout of streets in sections coordinated by stations with the profile. !� A b. Street plan showing roadways and drainage. c. Sight line at driveway & street intersections. d. Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information. '- a e. Profile will show all catch basins and all drainag lines between catch basins with all inv rt and tope. 61f frame elevations . Drainag lines will be shown and described as to material . Where any storm drainage line discharges g g s into an existing brook sufficient profile of this brook will be shown to determine conditions . �IAr g. Metropolitan District Commiss ion datum shall be used on all sites accessible to these controls . The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls . h. Profiles shall show all sanitary nitary sewer lines and manholes, including elevations, sizes, lengths, and slopes of pipes . Top of foundation elevations for building shall be shown. 10. Open Space Site Im-provement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. N jAr 11 . Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems; the report should deal with the area as a whole, discussing the following points: a. General nature and development o p f surrounding area. b. Topography and natural drainage pattern. c. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil. Q► d. General description of type of development contemplated. { 1� e. Detailed description of proposed ' P p p sed sanitary sewage disposal facilities, indicating sizes for various ,',' ground conditions, materials to be used, and the general layout pattern to be used, etc. NIA. f. Special precautions that - P may be necessary to provide proper functioning of the proposed disposal systems. 'JA g. Map of general area with locations of all tests shown on proposed layout. ,v h. Flood heig hts of any nearbystreams brooks, rivers. , ks, or i. Test results and engineering evaluation per Section 4 . 13 .5 . All information required above is included in this application at the time of submissio A+ l PLAN PREP ER (P . /L.S. ) DATE November, 1987 PRESS SERVICES ADDITION Planning Department Comments 1 . Key Map - map must include all property within 500 ft of the lot - property owners must be identified within 500 ft of the lot - driveway cuts must be shown on surrounding properties 2 . Grantor/Grantee of the sanitary easement must be given on the map. 3 . What kind of trucks will be using the site? Is the turning radius adequate to get to the overhead door located in the back? I PRESS SERVICES J 1 . Application for 8,400 square foot building addition located on the northwesterly side of Nutmeg Road South, IP zone. 2 . Site size is 2 ac. Proposed building coverage is 23 .4%; 40% allowed. Proposed impervious coverage is 44%; 55% allowed. Required parking is 33 spaces, 33 spaces have been provided. 3 . There is no inland wetlands or 100 year f loodplain on the site. This application has been approved by the IWA/CC with a recommended bond of $1000 and no other unusual conditions . 4 . Public water and sewer currently service the site and will be extended for this addition. WPCA approval is not required. If the use will involve a discharge of industrial wastewater or flow is greater than or equal to 5,000 ga. or more, owner must obtain a D.E.P. Discharge Permit. Also, the additional developed acreage will have to be calculated for the sewer connection charge to be determined, " ?os s t b 1.11 a� a r-tLLk fav,wC Y r At �^ c 5. There is no outdoor storage proposed and no dumpster proposed outside of the building. 6 . The landscaping proposed includes the relocation of 5 pines from the site area to the front of the building. In addition, the applicant proposes 7 junipers in front of the building, 7 junipers on the west side of the driveway, 3 honylocust near driveway entrance and 6 white pines on the west side of the site. 7 . The Architectural and Design Review Board has reviewed this plan and have made the folllowing suggestions: -junipers be placed in frortof the PVC pipe on east side of the site -plant additional color plantings in the 10' strip between the loading dock on the new addition and the old building (shown on plan as concrete strip) ; can actually end concrete short of the building _suggest showing new parking area in front of the site as "reserve parking" instead of paving it; plant shrubbery with some color instead in that area as well as behind the area - �p1l�� If this application is approved, the planning department requests the following modifications: - key map must identify all property owners within feet of the property - driveway cuts must be shown on surrounding properties grantor/grantee of the sanitary sewer easement must be identified on the map STANDARD APPROVAL MODIFICATIONS FUR SITE PLAN (rev. 2/7/89) f 90-(9P PROJECT Fa<5 Vi CcS APPL. NO. ENGINEER/ARCHITECT PROJ. NO. DWG. NO. - `� DATE 1-1 L REV. DATE SUBMIT MYLARS OF SHEETS . . . _uL 1 . Prior to commencement of any site work, a meeting must be held with Town Staff . ✓ 2. No building permits will be issued until the final mylars have been filed in the Town Clerk's Office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Consex-Nation Commission, including a bond in the amount of $ )-cm, 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations. J5 . Footing drains are required if the building has a bas meat: 6 . A landscape bond in the amount of $ c2 v d is requir d and must be submitted prior to f 0.ling of mylars . 7 . All plans used in the field by the developer must bear th stamp and authorized signature of the Town of South Windsor. Black and white transparent my ars of Sheets # with the above modifications, together with bluepx__in-t copies of the entire s t 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 Con4i-nission, 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. �, � Y►-,o,� h�.uot 1� ►� a� r�� Uwtev�- ��-., �6t� _mot a )I . �i(4A. rti,,u ,- a% = -b -1 J J 3, L` A i S t�n Sa h l+ � /:�_ n e t t -f-o h< now o ��W� 'e N 4 0j) A� c-ex U4 BY DATE PROJECT PAGE OF CKD BY i • MT i s r South Windsc)r vaclu$ A Zoning Commission �o No. 73 4e�CENS� •�'��'� kAL. PRE SERVICE DRAINAGE CALCULATIONS PRESS SERVICES STORM WATER MANAGEMENT SYSTEM Design Storm: SCS - 24 Hour Duration TYPE III Distribution Total Site Area = 2 Acres The site is predominately a moderately well drained Ninigret soil in the hydrologic group "B". Pre/Post development hydrographs were developed using the SCS TR55 VER 1.11 "Urban Hydrology For Small Watershed" computer program. Site was analyzed for 2 year, 10 year, 25 year, 50 year, 100 utilizing Hartford County rainfall data. On site piping design was done by the rational method for a 10 year storm as prescribed by the Town of South Windsor. Time of concentration assumes instantaneous conveyance through piping. Existing inlet to the town storm drainage system was analyzed for a 25 year storm utilizing Federal Highway Administration "Hydraulic Design of Highway Culverts" computer program. Pre and post development flows were routed through the pipe to check over topping of the roadway. No over topping was encountered. BY f DATE PROJECT PAGE OF R-G �o�e go Q Q.ESS S E;2vI c.ES CKD BY o STO2t,A SYSTEM : • • PCZEUEy�LO�Mc►.1T �A-A p A-lo PosT pEys LoprtiE�.1-r' ' VA-(p DA-Z M-7 c4-6 DA'3 `I'R-55 TABULAR DISC IJARGE METHOD VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Total watershed area: 0.003 sq mi Rainfall type: III Frequency: -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 Area (sq mi) 0.00* 0.00* 0.00* 0.00* 0.00* Rainfall (in) 3.2 3.2 3.2 3.2 3.2 Curve number 70* 96* 61* 62* 98* Runoff (in) 0.83 2.75 0.44 0.48 2.97 Tc (hrs) 0.18* 0.04* 0.24* 0.12* 0.05* (Used) 0.20 0.10 0.20 0.10 0.10 TimeToOutlet 0.05* 0.03* 0.02* 0.03* 0.03* (Used) 0.00 0.00 0.10 0.00 0.00 Ia/P 0.27 0.03 0. 40 0.38 0.01 (Used) 0.27 0.10 0.40 0.38 0.10 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 11.0 0 OP OP OP OP 0 11 . 3 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 11 . 9 0 0 0 0 0 0 12.0 0 0 0 0 0 0 12.1 1P 0 0 0 0 1P 12. 2 1 0 0 0 0 1 12. 3 1 0 0 0 0 1 12. 4 1 0 0 0 0 1 12 . 5 0 0 0 0 0 0 12. 6 0 0 0 0 0 0 12.7 0 0 0 0 0 0 12. 8 0 0 0 0 0 0 13.0 0 0 0 0 0 0 13 . 2 0 0 0 0 0 0 13. 4 0 0 0 0 0 0 s 13.6 0 0 0 0 0 0 13. 8 0 0 0 0 0 0 14 . 0 0 0 0 0 0 0 14.3 0 0 0 0 0 0 14 . 6 0 0 0 0 0 0 15.0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 16.0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 18 . 0 0 0 0 0 0 0 19 .0 0 0 0 0 0 0 20.0 0 0 0 0 0 0 22.0 0 0 0 0 0 0 26 . 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR--55 1'ALULAR Ui:iCHANJ,L MLITIUD VERSION i .li Project PRESS SERVICES User: RMC Date: 10-08-90 County HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Continuation of subarea information -------------------------- Subareas -------------------------- DA-6 DA-7 DA-8 DA-9 Area (sq mi) 0. 00* 0.00* 0.00* 0.00* Rainfall (in) 3.2 3.2 3.2 3.2 Curve number 96* 87* 98* 61* Runoff (in) 2.75 1.91 2.97 0.44 Tc (hrs) 0.03* 0. 02* 0.02* 0.03* (Used) 0.10 0.10 0.10 0.10 TimeToOutlet 0.03* 0.02* 0.02* 0.00 (Used) 0.00 0.00 0.00 0.00 Ia/P 0.03 0.09 0.01 0. 40 (Used) 0.10 0.10 0.10 0.40 Time ----------f-- Subarea Contribution to Total Flow (cfs) ------------ (hr) DA-6 DA-7 DA-8 DA-9 11 .0 OP OP OP OP 11 . 3 0 0 0 0 11 . 6 0 0 0 0 11. 9 0 0 0 0 12.0 0 0 0 0 12 .1 0 0 0 0 12.2 0 0 0 0 12 . 3 0 0 0 0 12 . 4 0 0 0 0 12. 5 0 0 0 0 12. 6 0 0 0 0 12.7 0 0 0 0 12. 8 0 0 0 0 13. 0 0 0 0 0 13 . 2 0 0 0 0 13 . 4 0 0 0 0 13. 6 0 0 0 0 13. 8 0 0 0 0 14 .0 0 0 0 0 14.3 0 0 0 0 14 .6 0 0 0 0 15.0 0 0 0 0 15. 5 0 0 0 0 16.0 0 0 0 0 16. 5 0 0 0 0 17 .0 0 0 0 0 17 . 5 0 0 0 0 18 .0 0 0 0 0 19. 0 0 0 0 0 20. 0 0 0 0 0 22. 0 0 0 0 0 26. 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines ! N. �)b 1-LUULAK U i-iCfLAKUL MEPHUD VERSIuN i. ii Project PRESS SERVICES User: RMC Date: 10-08-90 County HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Total watershed area: 0.003 sq mi Rainfall type: III Frequency: -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 Area (sq mi) 0.00* 0.00* 0. 00* 0.00* 0.00* Rainfall (in) 4.7 4.7 4.7 4.7 4.7 Curve number 70* 96* 61* 62* 98* Runoff (in) 1. 82 4.23 1.19 1.26 4.46 Tc (hrs) 0.18* 0.04* 0.24* 0.12* 0.05* (Used) 0.20 0.10 0.20 0.10 0.10 TimeToOutlet 0.05* 0.03* 0.02* 0.03* 0.03* (Used) 0.00 0.00 0.10 0.00 0.00 Ia/P 0.18 0.02 0. 27 0.26 0.01 (Used) 0.18 0.10 0.27 0.26 0.10 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 11 .0 0 OP 0 OP OP 0 11.3 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 11 .9 0 0 0 0 0 0 12.0 1 0 0 0 0 1 12.1 1 0 0 0 0 1 12. 2 5P 0 1P 0 0 2P 12. 3 4 0 1 0 0 1 12. 4 1 0 0 0 0 1 12 . 5 1 0 0 0 0 1 12. 6 0 0 0 0 0 0 12.7 0 0 0 0 0 0 12. 8 0 0 0 0 0 0 13.0 0 0 0 0 0 0 13 . 2 0 0 0 0 0 0 13 . 4 0 0 0 0 0 0 13 . 6 0 0 0 0 0 0 13 . 8 0 0 0 0 0 0 14 . 0 0 0 0 0 0 0 14 . 3 0 0 0 0 0 0 14 .6 0 0 0 0 0 0 15.0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 16.0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 17 . 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 19. 0 0 0 0 0 0 0 20 . 0 0 0 0 0 0 0 22. 0 0 0 0 0 0 0 26 . 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines 'IR-55 `EABULAK METHOD VERSION 1 .11 Project, : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Continuation of subarea information -------------------------- Subareas -------------------------- DA-6 DA-7 DA-8 DA-9 Area (sq mi) 0.00* 0.00* 0.00* 0.00* Rainfall (in) 4.7 4.7 4.7 4.7 Curve number 96* 87* 98* 61* Runoff (in). 4.23 3.29 4.46 1.19 Tc (hrs) - 0.03* 0.02* 0.02* 0.03* (Used) 0.10 0.10 0.10 0.10 TimeToOutlet 0.03* 0.02* 0.02* 0.00 (Used) 0.00 0.00 0.00 0.00 Ia/P 0.02 0.06 0.01 0.27 (Used) 0.10 0.10 0.10 0.27 Time ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) DA-6 DA-7 DA-8 DA-9 11 . 0 0 0 OP OP 11.3 0 0 0 0 11 .6 0 0 0 0 11.9 0 0 0 0 12. 0 0 0 0 0 12.1 0 0 0 0 12. 2 1P 1P 0 0 12. 3 1 1 0 0 12 . 4 0 0 0 0 12. 5 0 0 0 0 12. 6 0 0 0 0 12.7 0 0 0 0 12 . 8 0 0 0 0 13 .0 0 0 0 0 13. 2 0 0 0 0 13. 4 0 0 0 0 13 .6 0 0 0 0 13. 8 0 0 0 0 14 . 0 0 0 0 0 14 . 3 0 0 0 0 14 . 6 0 0 0 0 15.0 0 0 0 0 15. 5 0 0 0 0 16.0 0 0 0 0 16. 5 0 0 0 0 17 .0 0 0 0 0 17 . 5 0 0 0 0 18 . 0 0 0 0 0 19 . 0 0 0 0 0 20 . 0 0 0 0 0 22 .0 0 0 0 0 26 .0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines `PR-55 TABULAR DISCHARGLL METHOD VERSION 1 . 11 Project, : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Total watershed area: 0.003 sq mi Rainfall type: III Frequency: Owen -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 Area (sq mi) 0.00* 0.00* 0.00* 0.00* 0.00* Rainfall (in) 5. 5 5. 5 5.5 5. 5 5. 5 Curve number 70* 96* 61* 62* 98* Runoff (in) 2.41 5.03 1.68 1.76 5.26 Tc (hrs) 0.18* 0.04* 0.24* 0.12* 0.05* (Used) 0.20 0.10 0.20 0.10 0.10 TimeToOutlet 0.05* 0.03* 0. 02* 0.03* 0.03* (Used) 0.00 0.00 0.10 0.00 0.00 Ia/P 0.16 0.02 0.23 0.22 0.01 (Used) 0.16 0.10 0.23 0.22 0.10 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 11 . 0 0 OP 0 0 OP 0 11 . 3 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 11 .9 0 0 0 0 0 0 12. 0 1 0 0 0 0 1 12. 1 4 0 1P 0 0 1 12. 2 5P 0 1 0 0 2P 12.3 4 0 1 0 0 1 12.4 2 0 0 1P 0 1 12. 5 2 0 0 1 0 1 12. 6 1 0 0 0 0 1 12.7 0 0 0 0 0 0 12. 8 0 0 0 0 0 0 13. 0 0 0 0 0 0 0 13. 2 0 0 0 0 0 0 13 . 4 0 0 0 0 0 0 13. 6 0 0 0 0 0 0 13. 8 0 0 0 0 0 0 14 . 0 0 0 0 0 0 0 14 . 3 0 0 0 0 0 0 14.6 0 0 0 0 0 0 15.0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 16.0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 17 . 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 19. 0 0 0 0 0 0 0 20. 0 0 0 0 0 0 0 22. 0 0 0 0 0 0 0 26 .0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines tk--bb 'TABULAR UlSt �1L'''i'liUll VEItSlUN 1 .11 Project, : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Continuation of subarea information -------------------------- Subareas -------------- DA-6 DA-7 DA-8 DA-9 Area (sq mi) 0.00* 0.00* 0.00* 0.00* Rainfall (in) 5.5 5.5 5. 5 5.5 Curve number 96* 87* 98* 61* Runoff (in). 5.03 4.04 5.26 1.68 Tc (hrs) _ 0.03* 0.02* 0.02* 0.03* (Used) 0.10 0.10 0.10 0.10 TimeToOutlet 0.03* 0.02* 0.02* 0. 00 (Used) 0.00 0.00 0.00 0.00 Ia/P 0.02 0.05 0.01 0. 23 (Used) 0.10 0.10 0.10 0.23 Time ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) DA-6 DA-7 DA-8 DA-9 11 .0 0 0 OP OP 11 .3 0 0 0 0 11 . 6 0 0 0 0 11 .9 0 0 0 0 12.0 0 0 0 0 12. 1 1P 1P 0 0 12.2 1 1 0 0 12. 3 1 1 0 0 12. 4 0 0 0 0 12. 5 0 0 0 0 12. 6 0 0 0 0 12.7 0 0 0 0 12. 8 0 0 0 0 13.0 0 0 0 0 13. 2 0 0 0 0 13 . 4 0 0 0 0 13 . 6 0 0 0 0 13 . 8 0 0 0 0 14. 0 0 0 0 0 14.3 0 0 0 0 14 . 6 0 0 0 0 15.0 0 0 0 0 15. 5 0 0 0 0 16.0 0 0 0 0 16 . 5 0 0 0 0 17 . 0 0 0 0 0 17 . 5 0 0 0 0 18 . 0 0 0 0 0 19 . 0 0 0 0 0 20. 0 0 0 0 0 22 .0 0 0 0 0 26. 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines l k-55 'l ABULAR LiSCHAR(iL ME' HUD VERSIUN i . ii Project, : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Total watershed area: 0.003 sq mi Rainfall type: III Frequency: -------------------------- Subareas ----------------- DA-1 DA-2 DA-3 DA-4 DA-5 Area (sq mi) 0.00* 0.00* 0.00* 0.00* 0.00* Rainfall (in) 6.2 6.2 6.2 6.2 6.2 Curve number 70* 96* 61* 62* 98* Runoff (in). 2.96 5.73 2.14 2.23 5.96 Tc (hrs) 0.18* 0.04* 0.24* 0.12* 0.05* (Used) 0.20 0.10 0.20 0.10 0.10 TimeToOutlet 0.05* 0.03* 0.02* 0.03* 0.03* (Used) 0.00 0.00 0.10 0.00 0.00 Ia/P 0.14 0.01 0.21 0.20 0.01 (Used) 0.14 0.10 0.21 0.20 0.10 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 11 .0 0 OP 0 0 0 0 11.3 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 11. 9 1 0 0 0 0 1 12. 0 1 0 0 0 0 1 12. 1 4 0 1P 0 0 1 12.2 6 0 1 0 1P 2P 12. 3 7P 0 1 1P 1 2 12.4 4 0 1 1 0 1 12 . 5 2 0 0 1 0 1 12.6 2 0 0 1 0 1 12.7 0 0 0 0 0 0 12. 8 0 0 0 0 0 0 13 .0 0 0 0 0 0 0 13 . 2 0 0 0 0 0 0 13.4 0 0 0 0 0 0 13. 6 0 0 0 0 0 0 13. 8 0 0 0 0 0 0 14 .0 0 0 0 0 0 0 14 .3 0 0 0 0 0 0 14 .6 0 0 0 0 0 0 15.0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 16 .0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 19 . 0 0 0 0 0 0 0 20. 0 0 0 0 0 0 0 22.0 0 0 0 0 0 0 26 . 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines 1'R- 55 11W(AiAR HL'IffuU VERSION 1 .11 Project. : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Continuation of subarea information -------------------------- Subareas -------------------------- DA-6 DA-7 DA-8 DA-9 Area (sq mi) 0.00* 0.00* 0.00* 0.00* Rainfall (in) 6.2 6.2 6.2 6.2 Curve number 96* 87* 98* 61* Runoff (in) 5.73 4.71 5.96 2.14 Tc (hrs) 0.03* 0.02* 0.02* 0.03* (Used) 0.10 0.10 0.10 0.10 TimeToOutlet 0.03* 0.02* 0.02* 0.00 (Used) 0.00 0.00 0 .00 0.00 Ia/P 0.01 0.05 0.01 0.21 (Used) 0.10 0.10 0.10 0.21 Time --------- -- Subarea Contribution to Total Flow (cfs) ------------ (hr) DA-6 DA-7 DA-8 DA-9 11 .0 0 0 OP OP 11 .3 0 0 0 0 11. 6 0 0 0 0 11.9 0 0 0 0 12. 0 0 0 0 0 12.1 1P 1P 0 0 12.2 1 1 0 0 12. 3 1 1 0 0 12.4 0 1 0 0 12. 5 0 0 0 0 12 .6 0 0 0 0 12 .7 0 0 0 0 12. 8 0 0 0 0 13.0 0 0 0 0 13. 2 0 0 0 0 13 . 4 0 0 0 0 13 . 6 0 0 0 0 13 .8 0 0 0 0 14 .0 0 0 0 0 14 .3 0 0 0 0 14 . 6 0 0 0 0 15.0 0 0 0 0 15. 5 0 0 0 0 16 .0 0 0 0 0 16. 5 0 0 0 0 17.0 0 0 0 0 17 . 5 0 0 0 0 18 . 0 0 0 0 0 19 . 0 0 0 0 0 20 . 0 0 0 0 0 22 . 0 0 0 0 0 26 .0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines 1 R--St) TABULAR DIISCHAI-JI'L r h"PHUU VERSION 1 .it Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Total watershed area: 0.003 sq mi Rainfall type: III Frequency: -------------------------- Subareas ------ DA-1 DA-2 DA-3 DA-4 DA-5 Area (sq mi) 0.00* 0.00* 0.00* 0.00* 0. 00* Rainfall (in) 6.9 6.9 6.9 6.9 6.9 Curve number 70* 96* 61* 62* 98* Runoff (in) 3.54 6.42 2.63 2.73 6.66 Tc (hrs) 0.18* 0.04* 0.24* 0.12* 0.05* (Used) 0.20 0.10 0.20 0.10 0.10 TimeToOutlet 0.05* 0. 03* 0.02* 0.03* 0.03* (Used) 0.00 0.00 0.10 0.00 0.00 Ia/P 0.12 0.01 0.19 0.18 0.01 (Used) 0.12 0.10 0.19 0.18 0.10 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 11 . 0 0 OP 0 0 0 0 11. 3 0 0 0 0 0 0 11.6 0 0 0 0 0 0 11 .9 1 0 0 0 0 1 12. 0 1 0 0 0 0 1 12. 1 4 0 1P 0 0 1 12 . 2 6 0 1 0 1P 2P 12. 3 7P 0 1 1P 1 2 12. 4 5 0 1 1 0 1 12. 5 2 0 0 1 0 1 12. 6 2 0 0 1 0 1 12 .7 1 0 0 1 0 0 12. 8 0 0 0 0 0 0 13. 0 0 0 0 0 0 0 13.2 0 0 0 0 0 0 13 .4 0 0 0 0 0 0 13. 6 0 0 0 0 0 0 13. 8 0 0 0 0 0 0 14 . 0 0 0 0 0 0 0 14. 3 0 0 0 0 0 0 14 . 6 0 0 0 0 0 0 15.0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 16 . 0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 17 . 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 18 . 0 0 0 0 0 0 0 19 .0 0 0 0 0 0 0 20. 0 0 0 0 0 0 0 22 . 0 0 0 0 0 0 0 26. 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines PR-55 TABULAR 11ET110D VERSION 1. 11 Project ' : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Continuation of subarea information ----------------- Subareas -------------------------- DA-6 DA-7 DA-8 DA-9 Area (sq mi) 0.00* 0.00* 0.00* 0.00* Rainfall (in) 6.9 6.9 6.9 6. 9 Curve number 96* 87* 98* 61* Runoff (in) 6.42 5.38 6.66 2.63 Tc (hrs) - 0.03* 0.02* 0.02* 0.03* (Used) 0.10 0.10 0.10 0.10 TimeToOutlet 0.03* 0. 02* 0.02* 0.00 (Used) 0.00 0.00 0.00 0.00 Ia/P 0.01 0.04 0.01 0.19 (Used) 0.10 0. 10 0.10 0.19 Time ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) DA-6 DA-7 DA-8 DA-9 11. 0 0 0 OP OP 11.3 0 0 0 0 11 . 6 0 0 0 0 11.9 0 0 0 0 12.0 0 0 0 0 12. 1 1P 1P 0 0 12.2 1 1 0 0 12. 3 1 1 0 0 12. 4 1 1 0 0 12 . 5 0 0 0 0 12.6 0 0 0 0 12.7 0 0 0 0 12. 8 0 0 0 0 13.0 0 0 0 0 13 . 2 0 0 0 0 13 . 4 0 0 0 0 13. 6 0 0 0 0 13. 8 0 0 0 0 14 . 0 0 0 0 0 14. 3 0 0 0 0 14. 6 0 0 0 0 15. 0 0 0 0 0 15. 5 0 0 0 0 16.0 0 0 0 0 16. 5 0 0 0 0 17 . 0 0 0 0 0 17. 5 0 0 0 0 18 . 0 0 0 0 0 19. 0 0 0 0 0 20 . 0 0 0 0 0 22. 0 0 0 0 0 26 . 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines 'I'R-55 CURVE NUMBER COMPUTATION VERSION 1. 11 Project' : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-1 -------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - .12 (61) - - Impervious Areas Paved parking lots, roofs, driveways - .04 (98) - - Total Area (by Hydrologic Soil Group) . 16 ------------------------------------------------------------------------------- SUBAREA: DA-1 TOTAL DRAINAGE AREA: . 16 Acres WEIGHTED CURVE NUMBER:70 ------------------------------------------------------------------------------- ` R-55 CIIRVE NUMBER COMPUTATION VERSION 1. 11 Project, : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-2 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - .01 (61) - - Impervious Areas Paved parking lots, roofs, driveways - .16 (98) - - Total Area (by Hydrologic Soil Group) .17 ------------------------------------------------------------------------------- SUBAREA: DA-2 TOTAL DRAINAGE AREA: .17 Acres WEIGHTED CURVE NUMBER:96 ------------------------------------------------------------------------------- TR--55 CURVE NUMM,R CUIMPUTATION VERSION 1 . 11 Project ' : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-3 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - .47 (61) - - Impervious Areas Paved parking lots, roofs, driveways - .001 (98) - - Total Area (by Hydrologic Soil Group) .471 ------------------------------------------------------------------------------- SUBAREA: DA-3 TOTAL DRAINAGE AREA: . 471 Acres WEIGHTED CURVE NUMBER:61 ------------------------------------------------------------------------------- 1'R--55 CURVE NUM L3hR CU1HPUTATlON VERSION 1 . 11 Project' : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-4 --------------------------------------------------------------7---------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - .27 (61) - - Impervious Areas Paved parking lots, roofs , driveways - .01 (98) - - Total Area (by Hydrolo7ic Soil Group) .28 ------------------------------------------------------------------------------- SUBAREA: DA-4 TOTAL DRAINAGE AREA: .28 Acres WEIGHTED CURVE NUMBER:62 ------------------------------------------------------------------------------- 1'R-JJ CURVE NUMBER C:UL',IPUTA` IUN VERSION 1 . 11 Project , : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-5 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Impervious Areas Paved parking lots, roofs, driveways - . 33 (98) - - Total Area (by Hydrologic Soil Group) .33 ---------------------------------------------------------- ------------------ SUBAREA: DA-5 TOTAL DRAINAGE AREA: .33 Acres WEIGHTED CURVE NUMBER:98 -------------------------------=----------------------------------------------- TR--55 CURVE NUMBER COMPUTA`1'lON VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-6 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - .01 (61) - - Impervious Areas Paved parking lots, roofs, driveways - .14 (98) - - Total Area (by Hydrologic Soil Group) .15 ------------------------------------------------------------------------------- SUBAREA: DA-6 TOTAL DRAINAGE AREA: .15 Acres WEIGHTED CURVE NUMBER:96 ------------------------------------------------------------------------------- TR--55 CURVE NUMBER COMPUTA 'ION VERSION 1 .11 Project' : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-7 -------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - .06 (61) - - Impervious Areas Paved parking lots, roofs , driveways - .15 (98) - - Total Area (by Hydrologic Soil Group) .21 ------------------------------------------------------------------------------- SUBAREA: DA-7 TOTAL DRAINAGE AREA: .21 Acres WEIGHTED CURVE NUMBER: 87 ------------------------------------------------------------------------------- TR-55 CURVE N JMBER CUMPUTAr1ON VERSION 1. 11 Project : PRESS SERVICES User: RMC. Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-8 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Impervious Areas Paved parking lots, roofs, driveways - .05 (98) - - Total Area (by Hydrologic Soil Group) .05 ------------------------------------------------------------------------------- SUBAREA: DA-8 TOTAL DRAINAGE AREA: .05 Acres WEIGHTED CURVE NUMBER:98 ------------------------------------------------------------------------------- TR-55 CURVE iVUDIBL"R CUMPUiAliUN VERSION 1 . 11 Project . : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-9 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - .09 (61) - - Total Area (by Hydrologic Soil Group) . 09 - SUBAREA: DA 9 TOTAL DRAINAGE AREA: .09 Acres WEIGHTED CURVE NUMBER:61 ------------------------------------------------------------------------------- Tc and TL `1'HRU :-3UBARL-i� COME UTATION VERSION 1.11 Project. : PRESS SERVICES User: RMC Date: 10-08-90 County HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS --------- ------------------- Subarea #1 - DA-1 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 80 .04 F 0.151 Shallow Concent 'd 80 .0025 P 0.022 Open Channel 135 5.0 0.007 Time of Concentration = 0. 18* Shallow Concent 'd 80 .0025 P 0.022 Open Channel 135 5.0 0.007 Travel Time = 0.03* --------------•------- Subarea #2 - DA-2 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 .2 100 .01 A 0.027 Shallow Concent 'd 140 .02 P 0.014 Open Channel 50 5.0 0.003 Time of Concentration = 0.04* Shallow Concent 'd 140 . 02 P 0.014 Open Channel 50 5.0 0.003 Travel Time = 0.02* ------------------------------ Subarea #3 - DA-3 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 . 2 50 .01 F 0.180 Shallow Concent 'd 200 .01 U 0.034 Open Channel 480 5. 0 0. 027 Time of Concentration = 0.24* Shallow Concent 'd 200 .01 U 0.034 Open Channel 480 5.0 0.027 Travel Time = 0.06* * - Generated for use by TABULAR method TR-55 TC dild TL 'i'11KU ULJbAREA C.UMPU`1'ATION VERSION 1 . 11 Project ': PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS ------------------------------ Subarea #4 - DA-4 ------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 40 .025 F 0.105 Shallow Concent 'd 150 .025 U 0.016 Open Channel 25 5.0 0.001 Time of Concentration = 0.12* Shallow Concent 'd 150 .025 U 0.016 Open Channel 25 5.0 0.001 Travel Time = 0.02* ------------------------------ Subarea #5 - DA-5 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 .2 60 .01 A 0.018 Shallow Concent 'd 180 .01 P 0.025 Open Channel 145 5.0 0.008 Time of Concentration = 0.05* Shallow Concent 'd 180 .01 P 0.025 Open Channel 145 5.0 0.008 Travel Time = 0.03* ------------------------------ Subarea #6 - DA-6 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3. 2 50 .015 A 0.013 Shallow Concent 'd 60 . 015 P 0.007 Open Channel 115 5.0 0. 006 Time of Concentration = 0.03* Shallow Concent 'd 60 .015 P 0.007 Open Channel 115 5.0 0.006 Travel Time = 0. 01* ------------------------------ Subarea #7 - DA-7 ------ -------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 50 .03 A 0.010 Shallow Concent 'd 100 . 03 P 0.008 Open Channel 15 5.0 0. 001 Time of Concentration = 0 .02* ,�� + iitt►l�t`_L l� 5. U 0. 001 Travel Time = 0.01* - Generated for use by TABULAR method ` R-5t) Tc and Tt THRU ►3U13ARLA C011PUTATION VERSIUN i . ii Project. : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS ------------------------------ Subarea #8 - DA-8 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 25 .015 A 0.007 Shallow Concent'd 45 .015 P 0.005 Open Channel 110 5.0 0.006 Time of Concentration = 0.02* Shallow Concent'd 45 .015 P 0.005 Open Channel 110 5.0 0.006 Travel Time = 0.01* R ------------------------------ Subarea #9 - DA-9 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 . 2 10 .3 F 0.013 Shallow Concent 'd 60 .03 P 0.005 Open Channel 165 5.0 0.009 Open Channel 65 5.0 0.004 Time of Concentration = 0.03* Shallow Concent 'd 60 .03 P 0.005 Open Channel 165 5.0 0.009 Open Channel 65 5.0 0.004 Travel Time = 0.02* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass , Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods , Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short * - Generated for use by TABULAR method IFR-55 TABULAR DISCHARGE METHOD VERSION 1.11 Project' : PRESS SERVICES User: RMC Date: 10-08-90 County HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT - RUNOFF CALCULATIONS Total watershed area: 0.003 sq mi Rainfall type: III Frequency: !':.2,=-,years' -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 Area (sq mi) 0.00* 0.00* 0.00* 0.00* 0.00* 0.00* 0.00* Rainfall (in) 3.2 3.2 3.2 3.2 3.2 3.2 3.2 Curve number 98* 73* 98* 61* 98* 66* 61* Runoff (in) 2.97 0.98 2.97 0.44 2.97 0.64 0.44 Tc (hrs) 0.04* 0.17* 0.02* 0.07* 0. 02* 0.28* 0. 24* (Used) 0.10 0.00 0.10 0.10 0.10 0.30 0.20 TimeToOutlet 0.10* 0.08* 0.07* 0. 07* 0.06* 0. 00 0.06* (Used) 0.00 0.00 0.00 0 .00 0.00 0.00 0.10 Ia/P 0.01 0.23 0.01 0. 40 0.01 0.32 0.40 (Used) 0.10 0. 23 0. 10 0. 40 0.10 0.32 0.40 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 11 . 0 0 OP OP 0 OP OP OP OP 11 .3 0 0 0 0 0 0 0 0 11 . 6 0 0 0 0 0 0 0 0 11 .9 0 0 0 0 0 0 0 0 12.0 0 0 0 0 0 0 0 0 12.1 1P 0 0 1P 0 0 0 0 12 . 2 1 0 0 1 0 0 0 0 12 . 3 1 0 0 1 0 0 0 0 12.4 0 0 0 0 0 0 0 0 12. 5 0 0 0 0 0 0 0 0 12. 6 0 0 0 0 0 0 0 0 12.7 0 0 0 0 0 0 0 0 12. 8 0 0 0 0 0 0 0 0 13 .0 0 0 0 0 0 0 0 0 13 . 2 0 0 0 0 0 0 0 0 13 . 4 0 0 0 0 0 0 0 0 13 .6 0 0 0 0 0 0 0 0 13 . 8 0 0 0 0 0 0 0 0 14 .0 0 0 0 0 0 0 0 0 14 . 3 0 0 0 0 0 0 0 0 14.6 0 0 0 0 0 0 0 0 15. 0 0 0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 0 0 16.0 0 0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 0 0 18 . 0 0 0 0 0 0 0 0 0 19. 0 0 0 0 0 0 0 0 0 20 . 0 0 0 0 0 0 0 0 0 22 . 0 0 0 0 0 0 0 0 0 26 . 0 0 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines 1'R-55 TABULAR DiSICHARGL METHOD VERSION 1.11 Project' : PRESS SERVICES User: RMC Date: 10-08-90 County HARTFORD State: CT Checked: Date: Subtitle:t:PREDEVELOPMENT ' RUNOFF CALCULATIONS Total watershed area: 0.003 sq mi Rainfall type: III Frequency: `.YO', years� -------------------------- Subareas ------------------ ------- DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 Area (sq mi) 0.00* 0.00* 0. 00* 0.00* 0.00* 0.00* 0.00* Rainfall (in) 4.7 4.7 4.7 4 .7 4.7 4.7 4.7 Curve number 98* 73* 98* 61* 98* 66* 61* Runoff (in) 4.46 2.05 4.46 1 .19 4.46 1.53 1.19 Tc (hrs) - 0.04* 0.17* 0.02* 0.07* 0.02* 0.28* 0.24* (Used) 0.10 0.00 0.10 0.10 0.10 0.30 0.20 TimeToOutlet 0.10* 0.08* 0.07* 0.07* 0. 06* 0.00 0.06* (Used) 0.00 0.00 0.00 0.00 0.00 0.00 0. 10 Ia/P 0.01 0.16 0.01 0.27 0.01 0.22 0.27 (Used) 0.10 0.16 0.10 0.27 0.10 0.22 0.27 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 Doi-2 DA-3 DA-4 DA-5 DA-6 DA-7 11 .0 0 0 OP 0 OP OP 0 OP 11. 3 0 0 0 0 0 0 0 0 11.6 0 0 0 0 0 0 0 0 11 .9 0 0 0 0 0 0 0 0 12. 0 1 0 0 1P 0 0 0 0 12.1 1 0 0 1 0 0 0 0 12. 2 2 1P 0 1 0 0 0 0 1.2. 3 3P 1 0 1 0 0 1P 0 12 . 4 2 0 0 1 0 0 1 0 12. 5 2 0 0 1 0 0 1 0 12. 6 1 0 0 0 0 0 1 0 12 .7 0 0 0 0 0 0 0 0 12. 8 0 0 0 0 0 0 0 0 13 . 0 0 0 0 0 0 0 0 0 13 . 2 0 0 0 0 0 0 0 0 13 . 4 0 0 0 0 0 0 0 0 s 13. 6 0 0 0 0 0 0 0 0 13. 8 0 0 0 0 0 0 0 0 14 . 0 0 0 0 0 0 0 0 0 14 . 3 0 0 0 0 0 0 0 0 14. 6 0 0 0 0 0 0 0 0 15.0 0 0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 0 0 16. 0 0 0 0 0 0 0 0 0 16 . 5 0 0 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 0 0 19 . 0 0 0 0 0 0 0 0 0 20.0 0 0 0 0 0 0 0 0 22. 0 0 0 0 0 0 0 0 0 26.0 0 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 MBULAR DISC lARGh MhTHUD VERSION 1 . 11 Project : PRESS SERVICES User: RMC . Date: 10-08-90 County HARTFORD State: CT Checked: Date: Subtitle: ,PREDEVELOPMENT ' RUNOFF CALCULATIONS Total watershed area: 0.003 sq mi Rainfall type: III Frequency: "25 years -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 Area (sq mi) 0.00* 0.00* 0.00* 0. 00* 0.00* 0.00* 0.00* Rainfall (in) 5. 5 5. 5 5. 5 5. 5 5.5 5.5 5.5 Curve number 98* 73* 98* 61* 98* 66* 61* Runoff (in) 5.26 2.68 5.26 1 .68 5.26 2.08 1.68 Tc (hrs) 0.04* 0.17* 0.02* 0.07* 0.02* 0.28* 0.24* (Used) 0.10 0.00 0.10 0.10 0.10 0.30 0.20 TimeToOutlet 0.10* 0. 08* 0.07* 0.07* 0 .06* 0.00 0.06* (Used) 0.00 0.00 0.00 0.00 0.00 0.00 0.10 Ia/P 0.01 0.13 0.01 0.23 0.01 0.19 0.23 (Used) 0.10 0.13 0.10 0.23 0.10 0.19 0.23 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 11 .0 0 0 OP 0 OP OP 0 0 11 .3 0 0 0 0 0 0 0 0 11 . 6 0 0 0 0 0 0 0 0 11 . 9 0 0 0 0 0 0 0 0 12.0 1 0 0 1 0 0 0 0 12.1 1 0 0 1 0 0 0 0 12. 2 3P 1P 0 2P 0 0 0 0 12. 3 3 1 0 1 0 0 1P 0 12. 4 3 0 0 1 0 0 1 1P 12. 5 3 0 0 1 0 0 1 1 12. 6 1 0 0 0 0 0 1 0 12.7 1 0 0 0 0 0 1 0 12. 8 0 0 0 0 0 0 0 0 13 . 0 0 0 0 0 0 0 0 0 13 .2 0 0 0 0 0 0 0 0 13 . 4 0 0 0 0 0 0 0 0 s 13. 6 0 0 0 0 0 0 0 0 13 . 8 0 0 0 0 0 0 0 0 14 .0 0 0 0 0 0 0 0 0 14. 3 0 0 0 0 0 0 0 0 14 . 6 0 0 0 0 0 0 0 0 15. 0 0 0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 0 0 16.0 0 0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 0 0 17 . 0 0 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 0 0 19. 0 0 0 0 0 0 0 0 0 20.0 0 0 0 0 0 0 0 0 22. 0 0 0 0 0 0 0 0 0 26 .0 0 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines I R-5 5 17AL'ULAR U 11bCHARG L METHOD VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County HARTFORD State: CT Checked: Date: Subtitle: 'PREDEVELOPMENT RUNOFF CALCULATIONS Total watershed area: 0.003 sq mi Rainfall type: III Frequency: ''-50 'years -------------------------- Subareas ------ -------------------- DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 Area (sq mi) 0.00* 0 .00* 0.00* 0.00* 0.00* 0.00* 0.00* Rainfall (in) 6.2 6 .2 6.2 6.2 6.2 6.2 6.2 Curve number 98* 73* 98* 61* 98* 66* 61* Runoff (in)- 5.96 3.26 5.96 2.14 5. 96 2. 59 2.14 Tc (hrs) - - 0.04* 0.17* 0.02* 0.07* 0.02* 0.28* 0.24* (Used) 0.10 0.00 0.10 0.10 0.10 0.30 0.20 TimeToOutlet 0.10* 0.08* 0.07* 0.07* 0.06* 0.00 0.06* (Used) 0.00 0.00 0 .00 0.00 0.00 0.00 0.10 Ia/P 0.01 0.12 0 .01 0.21 0.01 0.17 0.21 (Used) 0.10 0.12 0.10 0.21 0. 10 0.17 0.21 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 11 . 0 0 0 OP 0 0 OP 0 0 11 . 3 0 0 0 0 0 0 0 0 11. 6 0 0 0 0 0 0 0 0 11. 9 0 0 0 0 0 0 0 0 12.0 1 0 0 1 0 0 0 0 12. 1 2 1P 0 1 0 0 0 0 12. 2 5P 1 0 2P 1P 0 1P 0 12. 3 4 1 0 1 0 0 1 1P 12. 4 3 0 0 1 0 0 1 1 12. 5 3 0 0 1 0 0 1 1 12.6 3 0 0 1 0 0 1 1 12.7 1 0 0 0 0 0 1 0 12. 8 1 0 0 0 0 0 1 0 13. 0 0 0 0 0 0 0 0 0 13. 2 0 0 0 0 0 0 0 0 13 . 4 0 0 0 0 0 0 0 0 13 . 6 0 0 0 0 0 0 0 0 13 . 8 0 0 0 0 0 0 0 0 14 . 0 0 0 0 0 0 0 0 0 14 . 3 0 0 0 0 0 0 0 0 14.6 0 0 0 0 0 0 0 0 15.0 0 0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 0 0 16 .0 0 0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 0 0 18 . 0 0 0 0 0 0 0 0 0 19 . 0 0 0 0 0 0 0 0 0 20. 0 0 0 0 0 0 0 0 0 22. 0 0 0 0 0 0 0 0 0 26 . 0 0 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines I:R-- 5b YABULAR D L:�Ctf_\ht,L i'1h;`1.' 1uD VERSION 1. 11 Project: PRESS SERVICES User: RMC Date: 10-08-90 County .HARTFORD State: CT Checked: Date: Subtitle: `IPREDEVELOPMENT RUNOFF CALCULATIONS Total watershed area: 0.003 sq mi Rainfall type: III Frequency: `F100°'years.f -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 Area (sq mi) 0.00* 0.00* 0. 00* 0.00* 0. 00* 0.00* 0. 00* Rainfall (in) 6.9 6.9 6.9 6.9 6.9 6.9 6.9 Curve number 98* 73* 98* 61* 98* 66* 61* Runoff (in) 6.66 3. 85 6.66 2.63 6.66 3.13 2.63 Tc (hrs) - 0.04* 0.17* 0.02* 0.07* 0.02* 0.28* 0.24* (Used) 0.10 0.00 0.10 0.10 0.10 0.30 0.20 TimeToOutlet 0.10* 0.08* 0.07* 0.07* 0.06* 0.00 0.06* (Used) 0.00 0.00 0.00 0.00 0.00 0.00 0.10 Ia/P 0.01 0.11 0.01 0.19 0.01 0.15 0. 19 (Used) 0.10 0.11 0.10 0.19 0. 10 0.15 0.19 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA:-2 DA-3 DA-4 DA-5 DA-6 DA-7 11 .0 0 0 0 0 0 OP 0 0 11.3 0 0 0 0 0 0 0 0 11. 6 0 0 0 0 0 0 0 0 11.9 1 0 0 1 0 0 0 0 12.0 1 0 0 1 0 0 0 0 12. 1 2 1P 0 1 0 0 0 0 12. 2 5 1 0 2P 1P 0 1P 0 12. 3 7P 1 1P 2 1 0 1 1P 12. 4 4 1 0 1 0 0 1 1 12. 5 3 0 0 1 0 0 1 1 12 . 6 3 0 0 1 0 0 1 1 12.7 2 0 0 0 0 0 1 1 12. 8 1 0 0 0 0 0 1 0 13. 0 0 0 0 0 0 0 0 0 13 . 2 0 0 0 0 0 0 0 0 13. 4 0 0 0 0 0 0 0 0 13 .6 0 0 0 0 0 0 0 0 13 . 8 0 0 0 0 0 0 0 0 14 .0 0 0 0 0 0 0 0 0 14 . 3 0 0 0 0 0 0 0 0 14 . 6 0 0 0 0 0 0 0 0 15. 0 0 0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 0 0 16 .0 0 0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 0 0 19. 0 0 0 0 0 0 0 0 0 20. 0 0 0 0 0 0 0 0 0 22 . 0 0 0 0 0 0 0 0 0 26 . 0 0 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines l I:-- !.)`.j CURVE,' N(Ji`' b R (:UN1;-'U1'E TIuN VERSIUN 1. 11 Project . : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-1 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Impervious Areas Paved parking lots, roofs, driveways - .14 (98) - - Total Area (by Hydrologic Soil Group) .14 ---------------------- -------------------------------------------------------- SUBAREA: DA-1 TOTAL DRAINAGE AREA: .14 Acres WEIGHTED CURVE NUMBER:98 ------------------------------------------------------------------------------- s i'R- 55 CURVE' NUMBLR t-U1111-'UTA'1iuN VERSION 1. 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-2 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - .11 (61) - - Impervious Areas Paved parking lots, roofs, driveways - .05 (98) - - Total Area (by Hydrologic Soil Group) .16 ------------------------------------------------------------------------------- SUBAREA: DA-2 TOTAL DRAINAGE AREA: .16 Acres WEIGHTED CURVE NUMBER:73 ------------------------------------------------------------------------------- J'R--55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-3 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Impervious Areas Paved parking lots, roofs, driveways - .3 (98) - - Total Area (by Hydrologic Soil Group) .3 ------------------------------------------------------------------------------- SUBAREA: DA-3 TOTAL DRAINAGE AREA: .3 Acres WEIGHTED CURVE NUMBER:98 ------------------------------------------------------------------------------- 1"R-55 C tiRVE NUi` BhR VERSION 1. 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-4 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - .27 (61) - - Total Area (by Hydrologic Soil Group) .27 ------------------------------------------------------------------------------- SUBAREA: DA-4 TOTAL DRAINAGE AREA: .27 Acres WEIGHTED CURVE NUMBER:61 ------------------------------------------------------------------------------- s TR-55 CURVE NUMBER CoMPUTA` ION VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-5 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Impervious Areas Paved parking lots, roofs, driveways - .05 (98) - - Total Area (by Hydrologic Soil Group) .05 -------_--------------------------- -------------------------------------- ---- SUBAREA. DA-5 TOTAL DRAINAGE AREA. .05 Acres WEIGHTED CURVE NUMBER.98 ------------------------------------------------------------------------------- s TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-6 -------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - . 54 (61) - - Impervious Areas Paved parking lots, roofs , driveways - .09 (98) - - Total Area (by Hydrologic Soil Group) .63 ------------------------------------------------------------------------------- SUBAREA: DA-6 TOTAL DRAINAGE AREA: .63 Acres WEIGHTED CURVE NUMBER:66 ------------------------------------------------------------------------------- l;k- 5b (-'UkVE NUMBER C0,14PUTATION VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS Subarea : DA-7 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - . 45 (61) - - Total Area (by Hydrologic Soil Group) .45 SUBAREA: DA-7 TOTAL DRAINAGE AREA: . 45 Acres WEIGHTED CURVE NUMBER:61 ------------------------------------------------------------------------------- s '1W-55 TcY aijct Tt J11KU 0,WbAKLi\ C011,1PUTA`1'ION VERSION 1.ii Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS ------------------------------ Subarea #1 - DA-1 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 60 .01 A 0.018 Shallow Concent 'd 100 .01 P 0.014 Open Channel 70 5.0 0.004 Time of Concentration = 0.04* Shallow Concent'd 100 .01 P 0.014 Open Channel 70 5.0 0.004 Travel Time = 0.02* ------------------------------ Subarea #2 - DA-2 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 80 .04 F 0.151 Shallow Concent 'd 85 .007 P 0.014 Open Channel 135 5.0 0.007 Time of Concentration = 0.17* Shallow Concent'd 85 .007 P 0.014 Open Channel 135 5.0 0.007 Travel Time = 0.02* ------------------------------ Subarea #3 - DA-3 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 30 .02 A 0.008 Shallow Concent'd 110 .02 P 0. 011 Open Channel 50 5.0 0. 003 Time of Concentration = 0.02* Shallow Concent 'd 110 .02 P 0.011 Open Channel 50 5.0 0.003 Travel Time = 0.01* * - Generated for use by TABULAR method 'lK- !,_, 1'(2 cind i-L 111kU L;1 L)A1U,,A W1111'U' ATION VERSION 1 . 11 Project ' : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS ------------------------------ Subarea #4 - DA-4 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 30 .1 F 0.048 Shallow Concent'd 170 .02 P 0.016 Open Channel 25 5.0 0.001 Time of Concentration = 0.07* Shallow Concent 'd 170 .02 P 0.016 Open Channel 25 5.0 0.001 Travel Time = 0.02* ------------------------------ Subarea #5 - DA-5 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3. 2 25 . 015 A 0.007 Shallow Concent 'd 45 .015 P 0.005 Open Channel 110 5. 0 0.006 Time of Concentration = 0.02* Shallow Concent 'd 45 .015 P 0.005 Open Channel 110 5.0 0.006 Travel Time = 0. 01* ------------------------------ Subarea #6 - DA--6 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 . 2 110 .03 F 0.218 Shallow Concent 'd 345 .01 U 0.059 Open Channel 65 5.0 0. 004 Time of Concentration = 0.28* Shallow Concent 'd 345 .01 U 0.059 Open Channel 65 5.0 0.004 Travel Time = 0.06* ------------------------------ Subarea #7 - DA-7 ------ --------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 . 2 50 . 01 F 0.180 Shallow Concent 'd 200 .01 U 0. 034 Open Channel 480 5.0 0. 027 Time of Concentration = 0.24* rT T A f%`] A 180 5.U U .027 Travel Time = 0.06* * - Generated for use by TABULAR method s 11:- JJ t2 dill. IL T11kU JU AkLn �:U�11'U"1r111t�1v VER:iiU1V l . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS --- Sheet Flow Surface Codes --- A Smooth Surface F Grass , Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res . I Woods, Dense U Unpaved E Grass-Range, Short * - Generated for use by TABULAR method 111111111111111111111111111111111111111�� BY DATE PROJECT PAGE OF CKD BY o �,p�+�G, t7�S1�� i • • Zen L VZ C,2S\1,�3 Z(32.21 t33 ZS Z C3z..21 BY ' DATE PROJECT PAGE OF (0/1Z)t�o CKD BY o ' I.S03 = 1.-73ZS,- I,02.S - .01 s i CULVERT ANALYSIS VERSION 2.0 CURRENT DATE CURRENT TIME FILE NAME FILE DATE 9 PR SS R - - PERFORMANCE CURVE DISCHARGE RANGE OF FL67S-ANALYZED MINUMUM DISCHARGE (CFS) 0 DESIGN DISCHARGE (CFS) 3 MAXIMUM DISCHARGE (CFS) 5 ------------------------------------------------------------------------------- C ! A - SITE DATA ; B - CULVERT SHAPE, MATERIAL, INLET ! --------- l ----------------------------------------------- ! L ! INLET OUTLET CULVERT! BARRELS SPAN RISE MANN. INLET ! V ; ELEV. ELEV. LENGTH ! SHAPE N TYPE ! 1 # 1 (FT) (FT) (FT) ! MATERIAL (FT) (FT) ! !l --------------------------- l ----------------------------------------------- ! 1 ! 70 .30 69.90 30:00 ! 1 - RCP'' 1.25 '1.25 - .012 CONVENTIONAL! ! 2 ! ! ! ! 3 ! ! ! ! 4 !151 ! ! 161 ! ! ------------------------------------------------------------------------------- 2 CURRENT DATE CURRENT TIME FILE NAME FILE DATE - - SS10-12-90 CULVERT NUMBER: 1 CULVERT INVERT DATA INLET STATION (FT) 0. 00 INLET ELEVATION (FT) 70. 30 OUTLET STATION (FT) 30. 00 OUTLET ELEVATION (FT) 69.90 NUMBER OF BARRELS 1 . 00 SLOPE (V-FT/H-FT) 0.0133 CULVERT LENGTH ALONG $LOPE (FT) 30 .00 BARREL SHAPE: CIRCULAR 1 .25 FT IN DIAMETER BARREL MATERIAL: WITH A MANNING' S N OF 0 .012 - INLET TYPE: CONVENTIONAL INLET EDGE AND WALL: SQUARE EDGE WITH HEADWALL INLET DEPRESSION: NONE DOWNSTREAM CHANNEL CROSS-SECTION BOTTOM WIDTH (FT) 4 .00 SIDE SLOPE H/V :1 _ 0.0 _. CHANNEL SLOPE V/H (FT/FT) 0.010 MANNING' S N ( .01-0 .1) 0.015 CHANNEL INVERT ELEVATION (FT) 69.90 - CULVERT %701 OUTLET INVERT ELEVATION AT 3 .URRENT DATE CURRENT TIME FILE NAME FILE DATE 10-1 2-19 PRESSP - - UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL FLOW W.S.E. FROUDE VEL. SHEAR (CFS) (FT) NO. (FPS) (PSF) . 0 .00 69 .90 0.000 0.00 0 .00 0 . 50 69.97 0.000 1 .70 0.05 1.00 70.01 0.000 2.22 0 .07 1 . 50 70.04 0.000 2.60 0.09 2.00 70.07 0.000 2.90 0 .11 2. 50 70.10 0.000 3 .16 0. 12 3 .00 70 .12 0.000 3.38 0.14 3 . 50 70.14 0.000 3 . 58 0.15 4 .00 70.17 0.000 3.77 0.717 4. 50 70.19 0.000 3.93 0.18 5.00 70.21 0.000 4.09 0.19 SELECTED OVERTOPPING CREST ROADWAY SURFACE: PAVED EMBANKMENT TOP WIDTH (FT) : 30.00 CONSTANT ROADWAY ELEVATION PROFILE CREST LENGTH (FT) .30.00 OVERTOPPING CREST ELEVATION (FT) 73.90 5 CURRENT DATE CURRENT TIME FILE NAME FILE DATE 10-12-19 08 :56 : 51 PRESSPRE - - CULVERT # 1 PERFORMANCE CURVE FOR 1 BARREL (S) Q HWE TWE ICH OCH CCE FCE TCE VO (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (fps) 0 70. 30 69. 90 0 .00 -0. 40 -0. 40 70 .30 0 .00 0. 00 1 70 .63 69 . 97 0. 33 0.03 0.03 0 . 00 0 . 00 3 .79 1 70. 82 70 .01 0. 52 0 .21 0.21 0 .00 0. 00 4.73 2 70 .97 70. 04 0.67 0.36 0 .36 0.00 0.00 5.06 2 71 .11 70. 07 0.81 0. 49 0.49 0.00 0.00 5. 58 3 71. 23 70 .10 0.93 0. 61 0.61 0.00 0.00 5. 20 3 71.34 70 . 12 1.04 0.72 0 .72 0.00 0 .00 5. 53 4 71 . 45 70 . 14 1. 15 0. 83 0 . 83 0.00 0 .00 5. 88 4 71 . 56 70 .1 1.26 0. 94 0.94 0 .00 0.00 6 .10 5 71.67 70.19 1.37 1.04 1.04 0.00 0.00 6 .35 5 71 . 80 70.21 1. 50 1.15 1.15 0.00 0. 00 6. 47 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: PRESSPRE DATE: 10-12-90 ------------------------------------------------------------------------------- HEAD HEAD TOTAL FLOW °e FLOW ELEV (FT) ERROR(FT) FLOW(CFS) ERROR (CFS) ERROR 70.30 0.00 0 0 0.00 70.63 0.00 1 0 0.00 70 . 82 0 .00 1 0 0.00 70.97 0.00 2 0 0.00 71.11 0 .00 2 0 0 .00 71 .23 0.00 3 0 0.00 71 .34 0.00 3 0 0.00 71.45 0.00 4 0 0.00 71. 56 0.00 4 0 0.00 71 .67 0.00 .5 0 0.00 71 . 80 0.00 5 0 0.00 ------------------------------------------------------------------------------- 4 CURRENT DATE CURRENT TIME FILE NAME FILE DATE ------------------------------------------------------------------------------- SUMMARY OF CULVERT FLOWS (CFS) FILE: PRESSPRE DATE: 10-12-90 ------------------------------------------------------------------------------- ELEV (FT) TOTAL 1 2 3 4 5 6 OVERTOP ITER 70. 30 0 0 0 0 0 0 0 0 0 70.63 1 1 0 0 0 0 0 0 2 70. 82 1 1 0 0 0 0 0 0 2. 70.97 2 2 0 0 0 0 0 0 2 71 . 11 2 2 0 0 0 0 0 0 2 71 .23 3 3 0 0 0 0 0 0 2 71 .34 3 3 0 0 0 0 0 0 2 71.45 4 4 0 0 0 0 0 0 2 71. 56 4 4 0 0 0 0 0 0 2 71.67 5 5 0 0 0 0 0 0 2 71 . 80 5 5 0 0 0 0 0 0 2 ------------------------------------------------------------------------------- • r �'11111�1pN111 1 1 � r I1 r 1•'I,N11yUr PER FORMANCE Fl 1V11 1 III r ID PRO ES" PRE 1 WN ��'NN IN I � IIU �I� � 'lIN Ilr�lit (I IIN11- I)EI�YT IIMII 1 11 1N 1 1111 A N 1 I' Mw d 2'nIH 111 i '"�__f� r �� N"111MNINNYI/t111111H11UN11NNN1p11NNpYpp/111N11M111NN11p11NYp"YIwpNINYwpNINN111I1111/11111U1111111N11wN1U1XINIr1YflNN1111Y1NI111H111111111111111111Y111NINwNrM11rINMNN1lI1HNN/1Y1111111111NNrpUpNNIIppUYNYNpN1NN11X111111/111111RIMpYNpN111N1YM1111wMr11N11111111M1111"ININNNNI.NIf11114nHwIwHI1tNIINIwh11rNI1HIbrrN1•N�NII ' r 11 I 11 tr�l 1 1 I T E j t 1 w Nwil no awl wll 11EWIl �MM1 r iI�all IIn 'I� �� 1 j 1 1 t t 1 1 1 1 1 1 t I 1 1 1 ��1tp,I�N w w N""'N w w r�'I'HNH ; M Ilw1""'Iu lfll"111 j11 I • fl�l nw l r II NI IN III 111" 1 1 1 1 1 1 1 1 1 IIII�I�I�M III "''1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 • I,ulllwulfl f w 1 M IM 11'NN;1 l NYYIIM 1 1 1 1 1 1 1pY�l�w INN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ELEI)ATION ' w �" .1 111 w �1I11 t 1 t ; Ilw lr 1 I I I I I I I I I I I 1 I I I I I I I I .t I 1 mass ; I in t r tr F1F , . NlNplrr 1 1 1 + 1 1 i 1 1 I I 1 1 1 1 I I t I I 1 1 I 1 1 I 6 I 1 1 1 ' . I 1 ! • r 1 1 1 ' 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 ' ' 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 LL 11 1 1 1 1 9 A �"'"" /NNwIN111t11Np11/pIp1�11N11w1U1rIp�lYI1NrM11 IMNNIINMIp1�wNp111N�NNwIp11U11NNrMNMIM111111 IIIIwINNNIw�11nUwU1NN111�1111111NNNN11NwNIMMNIINW p11NnrYMM11N11MNNM11N1uNgYN1p"IIW�IIIInn1111N1 IRYUII/NIUIYUNRYNpY1N111NYNNYpN�UNUwMININ'NN111RIIY111111"11HININNMNIIYHININ.7N11nI,r111NIr1rIHNw' 3 0 DA T Ar �"�.pug pI 11'�p111 IMII I ("ll 1 IIR �Y� WI ��It G E T 1' t { w w w w M w Ip M i 1 1 1 i t I 1 1 1 • a C.e L�u✓� R-mot JJ � � �w��xxy l;� Cq..c-t� PLANNING DEPARNT IN-HOUSE REFERRAL FORM T0: Jean Zurbrigen, Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Thomas Hart, Fire Marshall Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# NJ T Zone Z,P Acreage Subdivision Site Plante Residential No. of Lots/units Commercial Industrial_ Location: Project Description: y d _�O t, ,L-t, :f-a- Future Town-owned property involved? Yes No_� (a)new streets (existing frontage also) (b)new open space/recreation area active passive (c)new detention area Planning Department comments Please let me know by It k I C,e if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. t0l M +E7 C ' T-0 Ole SOUA • 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074 !~°SOR•Co� AREA CODE 203/644-2511 November 20, 1990 Christopher Eseppi Borghesi Building & Engineering Co. , Inc. 2155 East Main Street Torrington, CT 06790 Dear Mr. Eseppi: Re: Application #90-69P - Press Services Addition At the November 19, 1990 meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions Application #90-69P - conservation plan approval for the construction of an addition on property located on the westerly side of Nutmeg Road South, IP zone, as shown on plans prepared by Borghesi Building & Engineering Co. , Inc. , dated October 11, 1990 and revised November 16, 1990. 1. Two blueprint copies of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of approval and prior to any construction activity on the site. 2 . Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . The permit is valid for one year and shall expire on November 19, 1991. 5 . All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact person shall be identified directly on the plans. 7 . We recommend a bond in the amount of $1,000 .00 to be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures . Mr. Christopher Eseppi Page Two November 19, 1990 Application #90-69P g . Remove the symbol, from the final plans, indicating an intermittent watercourse on the property. Very truly yours, James A. Lombardi, Chairman, IWA/C C l JAW, '??fir- cc: Jerry C. Iazzetta, Town Engineer Marcia A. Banach, Director of Planning John R. Collins, Chief Building Official Planning & Zoning Commission �►- <o~~ se4 a ' of �• O _ .Cd V 1540 SULLIVAN AVENUE SOUTH WINOSOR- CONN. 06074 ~�soR•cor� AREA CODE 203/644-2511 Fax.# (203) 644-3781 FACSIMILE MESSAGE TRANSMITTAL FORM Date PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: S ADDRESS: e FAX. #: MESSAGE FROM: NAME: .- ADDRESS: So 1� 14 �1 MESSAGE • NUMBER OF PAGES TO FOLLOW: November 21, 1990 M E M O R A N D U M TO: Marcia A. Banach, Director of PlF ' FROM: Jerry C. Iazzetta, Town Engineer RE: Press Services Addition - #90-69 We have reviewed the drawings dated 10-6-90 for the proposed Press Services Building Addition and have the following comments . Rey Map - Sheet CS The map lacks basic information such as names of abutters within 50 ft. radius, driveway cuts, etc. Layout Plan - Sheet SP-1 1 . Plan requires an L.S. Certification (A-2) 2 . The map reference is incorrect--it should read "Property of Gary R. & Dorothy J. Lamberg" . Also this map needs monument coordinates and datum indicated. 3 . The building is not tied to the boundary line as required by statl eS . - , ,-ec�,_jaV(S an Grading & Utilities Plan - Sheet SP-2 Plan requires an L.S. Certification (A-2) . Building addition shows a separate sanitary sewer lateral. The lateral for the existing building should be utilized. 3 . The existing sanitary lateral needs to be shown fully. �. If the area around the existing sanitary manhole in the easement is to be filled, this manhole needs to be raised to match the new grade line. 5 . The plan shows 2:1 slopes proposed within the sewer easement. This is unacceptable as maintenance vehicles cannot utilize the easement. Also the proposed swale for the existing outlet to catchbasin on Nutmeg encroaches onto the easement. Marcia A. Banach Page 2. Re: Press Services Addition #90-69P � . The proposed grading on the north and west sides of the project directs storm runoff onto the adjacent property (lot 25) . 7 . Riprap should be placed at the existing inlet near the southwest corner of the property. A- Drawing shows storm pipe from existing catchbasin going under the proposed addition. This needs to be addressed. `4 What is the purpose of the 8" & 6" PVC along north side of proposed addition. Also how is transition to be made from 6 to 8" pipe and why is it necessary? How is transition from 8" to 10" PVC at corner of building to be made and why? �0 . Map referenced is not on file nor attached to submittal. JCl/jsv cc: Michael J. Gantick, Director of Public Works <.% emo from � J TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR.CONN.06074 F TO Marcia A. Banach DATE 11/28/90 Director of Planning L SUBJECT: PRESS SERVICES ADDITION FOLD- Nutmeg Road South There will be a preconstruction meeting for the above mentioned project on Friday, November 30, 1990 at 10:00 AM here at the Town Hall. cc: A. B. Davies, S. Groves, M. Gantick, J. Iazzetta, K. Reichle, M. Stead, F. Shaw, L. Braddock, J. Collins, J. McCahill By J e allez 9 0 AP 9 9 RE: Preconstruction Meeting - �r'P S S Ser✓1CeS IN ATTENDANCE Name Company/Address Telephone # The following is a brief summary of points discussed during the meeting. Erosion & 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 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 be swr pad is to -1be Installed affid-I L.&J.&Md- i imize tracking of dirt/gravel onto k,A"`,;, So h Calcium chloride or water is to be used for dust control as required. Public Works 1. Four complete sets of approved/revised plans to be provid d to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs. Only approved plans are to be used on jobsite. Police Department: 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 5)-.+ qvv+ . 2. All buildings located on property which abutts 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. Barns garages a outbui which located on t e ise s umbe ructu ex ude 4 . Erect temporary sign on the site during construction identifying the project. 5 . If an alarm is to be installed contact the Police Department. Building Department: 1 . Plan review with Building Official/Fire Marshall required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, Ma is B ac Di c of la n' g MAB/pmm cc: Jerry C. Iazzetta, Town Engineer Thomas Hart, SWPD Karl Reichle, Public Works Mel Stead, Public Works Minh V. Le, SNET Hal Clisby, CL&P John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control John E. McCahill, Zoning Enforcement Officer PRE CONSTRUCTION MEETINGS HMiE/COHPANY ADDRESS 'CIL b L TELEPHONE NUMBER Ac Pre--Mylar Filing Checklist Site Plan Landscape bond L0VI) IWA/CC bond Deeds/easements if required Pre-construction meeting date 30 / 9v Plans filed date Other : I f r T-a O-Ps ?d&U&Ot C � U �+�Iosojt-co 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, DEC. 1, 1990 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its November 27, 1990 meeting, the Planning and Zoning Commission voted to take the following action: 1. Approve, Application 190=69P, Press Services, Site Plan of Development, 255 Nutmeg Road South Windsor, IP zone.- 2. Approve, Application 190-76P, Culbro Land Resources, Inc. , conditional subdivision approval for 16-lots on approximately 105.7 acres at 199 Rye Street, I Zone. 3. Approve the reduction of certain bonds. PLANNING AND ZONING COMMISSION Louise C. Evans, Chairman Bernard Hart, Secretary • December 3, 1990 Christopher Eseppi Borghesi Building & Engineering Company, Inc. 2155 East Main Street Torrington, CT 06790 RE: Preconstruction Meeting - Application #90-69P Press Services IN ATTENDANCE COMPANVADDRESS TELEPHONE NAME Michele R. Lipe Town of South Windsor 644-2511 644-2511 Mi Town of South Windsor Jerry C. Iazzetta 482-7613 Greg Roy Borghesi Building Borghesi Building 482-7613 Chris Eseppi Town of South Windsor 644-2511 John McCahill 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 lace rior to earth movina operations in each area an ma intained/cleaned out duringconstruction. Call Zoning/Wetlands Enforcement Officer for inspection when measures are in prior to commencement of site work. 2 . All topsoil stockpile areas to be protected (ringed with haybales or equal) . Duringconstruction of the project the existing parking lot is to 3 ' be swept to minimize tracking of dirt/gravel onto Nutmeg Road control South. Calcium chloride or water is to be used or dustas required. Public Works Four complete sets of approved/revised plans to be provided to 1 . P be Town prior to start of construction• developerineeds. Only Planning Department along u edhonlans obsite. approved plans are to be j Christopher Eseppi Page Two December 3, 1990 Application #90-69P 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 as required for the following: a) After site is staked out b) All drainage work c) Preparation of subgrade, compaction tests as requested by the Town d) Preparation of subbase, six (6) inch lifts e) Placement of bituminous concrete, 2 inch layers 3 . Certification of gravel used as subbase will be required by an approved testing company. 4 . No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 5 . As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located as per revised as-built checklist. 6 . All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 7 . Any problems and/or questions regarding construction of this project will be directed to Greg Roy in the field. 8. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 9 . Job meetings will be held as needed, and can be called by the developer or Town. 10. Forty-eight (48) hours notice needed for Certificate of Occupancy inspection. Two week review period (10 working days) needed forall individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See General Guidelines for Certificate of Occupancy and Building Permit. Christopher Eseppi Page Three December 3, 1990 Application #90-69P 11. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change sheet in triplicate. Town will attempt to turn around within 24 hours. 12. No paving after October 15 without written approval from Director of Public Works. 13. Normal hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday. Planning Department 1 . A $2,500. 00 landscaping bond must be posted. 2. Mylar must go on file prior to building permit issuance. W.P.C.A. 1 . Additional developed acreage will have to be calculated for the sewer connection charge to be determined and possibly an additional fee for a second sewer connection. SNET/NU 1 . Contact utilities for coordination of utilities connection. IWA/CC 1 . Bond in the amount of $1,000.00 must be submitted prior to any disturbance of the site. 2 . Two copies of the final plans, with letters of approval reproduced thereon, must be submitted to the Commission prior to any construction activity on the site. Police Department 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building(s) after construction emergency numbers must be provided to the Police Department. (Sgt. Hart) Christopher Esep i Page Four December 3, 1990 Application #90-69P 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 the Police Department. Building Department 1 . Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, 1 A�� Mi hele R. Lipe Assistant Planner/Analyst MRL/pmm cc: Jerry C. Iazzetta, Town Engineer Thomas Hart, SWPD Karl Reichle, Public Works Mel Stead, Public Works Hal Clisby, CL&P Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control John E. McCahill, Zoning/Wetlands Enforcement Officer o� T-awt, ap N e � 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 �osoR,Co� AREA CODE 203/644-2511 December 3, 1990 CERTIFIED MAIL Borghesi Bldg. & Engr. Co. , Inc. 2155 East Main Street Torrington, CT 06790 Attn: Chris Esseppi Dear Chris: Re: Application #90-69P, Press Services, Site Plan of Development, 255 Nutmeg Road, South Windsor IP zone. We are pleased to advise that the Planning and Zoning Commission voted on November 27, 1990 to approve the above-referenced application for a site plan development in accordance with drawings No. SP1-5 dated October 5, 1990 (revised 11/16/90) prepared by Borghesi Building and Engineering. 1 . Prior to commencement of any site work, a meeting must be held with Town Staff. 2 . No building permits will be issued until the final mylars have been filed in the Town Clerk's Office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $1,000. 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 . A landscape bond in the amount of $2,500 is required and must be submitted -prior to filing of mylars. 7 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8 . Key map must identify all property owners within 500 feet of the property. Borghesi Building & Engineering, Co. , Inc. December 3, 1990 Page Two 9 . Driveway cuts must be shown on the surrounding property. 10 . Grantor/Grantee of the sanitary easement must be identified. 11 . Building must be tied to the boundary line with L.S. Certification (A-2) . 12 . Map must indicate monument coordinates and datum. 13 . Existing sanitary lateral needs to be shown. 14 . Riprap should be placed at the existing inlet near the southwest corner of the property. 15 . Storm pipe from existing catch basin going under the addition must be clarified. 16 . The 2:1 slope shown within sewer easement is unacceptable because maintenance vehicles cannot utilize the easement. Resolution of this slope must be agreed upon by the Engineering Department. Black and white transparent mylars, of Sheets #1 and #2 with the above modifications, together with four 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, THE PLANNING AND ZONING COMMISSION Louise C. Evans Chairman cc:, Inland Wetlands Agency/Conservation Commission 4. Banach, Planning Director J. Collins, Chief Building Official J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control E. Belleville, Assessor W. Lanning, Fire Marshal 1 analWho Iw%M ih tho"4 TO., sM'rioas an RJR , N .Falh+ra to do the WiN +Ant 4r ., ftwiCftd Vol to u ) Borghesi Bldg. & Engr. Co. .Inc. p-625-002 542 Attn: Chris Esmeppio 2155 East Main ST. Q _ Tor . on. CT 06790 of ATE D X. y. Ow"Of South Windsor v Plea*g & Zoning CommissIN 11, . ire • tL&".0, Zee-2u-"a UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS SENDER INSTRUCTIONS Print your name,address and ZIP Cods in the space below. • Complete items 1,Z,3,and 4 on the u� MAIL • Att a ch tY ch.to front of article If space permits,otherwise affix to back of article. PENALTY FOR PRIVATE • End rse article "Return Receipt USE, $300 Requested"adjacent to number. RETURN Print Sender's name, address, and ZIP Code in the space below. TO PZC--'TnWNT OP WTNDSnR 1540 SULLIVAN 1.1E 90-69P SOUTH WINDSOR ("T 06074 LETTER OF TRANSMITTAL �< wM •�44 " r C � PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR +a oN�� 1540 SULLIVAN AVE. soe•c SOUTH WINDSOR, CT 06074 (203) 644-2511 Date D TO: ArAA WE ARE SENDING YOU: M P&Z initial plans Q Drainage comps AW P&Z final plans 0 Bond estimate requests 0 Inland Wetlands plans 0 Bond reduction requests O Final plans for filing 0 Change order form C7 Other O Correspondence Copies App. No. Project AnS e Yo, THESE ARE TRANSMITTED as checked below: 4W For review and comment O For your file 0 For your use 0 Returned with revisions G7 As requested E3 , Other PLEASE RETURN/COMMENT BY: COMMENTS: W1,W a 'y A, 7P/a nr r vow ✓ICtJ. 0 i Copy toy;aF L�drg From: i NJ w�n°U/ 5 04,�o! THE C�ONNNEcrICUT BANK Guaranteed High Rate Select Account AND 11WS +COMPANY, NA. CUSTOMER NAME \ �� () �'\ a 1�- ACCOUNT NUMBER BRANCH DATE ti/�-" `` V `+vv &1Dj,<0r I I a1� a© r F-:5ex� The Deposit Shown Below In The Above Branch for Deposit In The Account DEPOSIT AMOUNT DEPOSIT TERM INITIAL INTEREST(�RA INITIAL EFFECTIVE ANNUAL YIELD MATURI Y DATE $ axpay r 13 % g,� % Q INTER ST PAYMENT METHOD: Transfer to Account Number Credit to this Account INTEREST PAYMENT FREQUENCY: Monthly Maturity THE TERM FOR THIS DEPOSIT WILL: Automatically Renew Not Automatically Renew COMBINE WITH ACCOUNT NUMBER COMMUNITY BANKER/PRIVJkTE BANKER SIGNATURE This Deposit is Accepted Subject to the Terms of the Deposit Agree ent A Substantial Int rest Penalty is Required for Early Withdrawal. 10387 s/so CGI MEMBER FDIC i Q G TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Phone No. ° Address Site Name �' e�� P&Z No. Owner _,: , a Phone No. Contractor � Signature of Owner Date: Signature of Design Engr. r" Date: CHANGE: (Describe location and nature of change. Include three (3) copies of plan/profile of Change. ) Reason for Change: (Why is change required) APPROVALS: (As Required) Date: Dir.. Of Planning s Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant sf'`� �- O-Ps ?d&U&Ot s F` 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203 644.2511 November 19, 1991 Planning & Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: Bonds At the November 18, 1991 meeting of the Inland Wetlands Agency/ Conservation Commission, it was voted to release the following bonds: Application #90-69P, Press Services in the amount of $1,000 .00 Very truly yours, , i Elizabeth A. Warren, Chairperson IWA/CC EAW/pmm cc: Director of Planning Town Engineer Ass't Planner/Analyst af,`� r qo&41540 uv SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 -CAN AREA CODE 203 644-2511 December 2, 1991 Chris Eseppi Borghesi Building & Engineering Company, Inc. 2155 East Main Street Torrington, CT 06790 Dear Mr. Eseppi: Re: Application #90-69P, Press Services This is to advise you that the Planning and Zoning Commission voted on November 26, 1991 to release the $1,000 IWA/CC bond. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, Ext. 253 . Thank you. Very truly yours, Louise C. Evans, Chairman/ Planning & Zoning Commission LCE/pmm cc: Town Engineer Director of Planning 1 JAN 30 '92 11:43 BORGHESI BLDG & ENG 203 482 508 P.1/2 Li FAX NO• 203-482-5082 `I I TO; r S�q CLn FAX NO.: ( 78) FROM: C�P+ DATE: I REFERENCE: PAS 'Ser"V,'Vet a hcA ?IeotxS UMBER OF PAGES: (Includes Cover Page) ENGINEERS • DESIGNERS CONTRACTORS 216E East Mah Street Tprmngto y,00MAKWUt 06790 203-"2-7613 p. _ - //�� ■ •:1r::::.w•.±........• V■ - ••1 V ..I:..:�w.:........................:..:i•......•.:::..: ...................:::: . .......:.......... :0........... : :. .= � .................. ..i.: ........::.c cE e??c::eec:F ........... ........::;....... 4..... : E�::: ; . ....................... :.:............::: : . . :1 ..........................................cS:9:E:. .�ii. flJ ! r ......:::..::::::- iC::S: :::.......... .I.. ..R.:.I..... _TMl■ : :.:..:::::a::.:...........:..........::�:............ �.: •' ••��•��►w.....t...........I........r......i.............w............ww 1............................a. `::::........... �.I.::..,......w.....�:. �:...:..:..:I.::.. w...: r:. e:::ie 7 s�. C... :...... °::�::` - ... - .... ;f:: .. �. f _i`�' =r 'c;Fe= - d ' .. 3 :� -: { - WV �Z .I..: •:..::. 1 1::.. ....�. r l :csc 0 So =: fi 1 9 (U) 40 l{q O1.. z — MI W A { _� '' s CQ X Y y '� w 4M _° 1 w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ~psoR-03 AREA CODE 203/644-2511 April 8, 1992 Mr. Jean Marc Jacques, Pres. JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Pleasant Valley Homes II An inspection on April 16, 1992 of the Pleasant Valley Homes II Subdivision improvements has shown that the following repairs are required: 1 . Sidewalk Settlement - Northerly of 36 Sally - at 12 Sally 2. Settlement behind catch basins on Stanley Drive still exists. This has been a continuing problem. Please contact the Engineering Department before starting this repair. 3. Pedestrian ramps installed in December 1991 still have forms in place. These need to be removed and backfilled. 4 . The rear yard drainage pipe - Lots 20 and, 26 Stanley Drive has apparently raised up due to frost action. The flow line is not as proposed. Please have this pipe reinstalled to the proper elevations. 5. Frontage of Lot 11 needs to be cleaned up. Please have these listed repairs completed by May 12, 1992 . If you have any questions, please call me at 644-2511, Ext. 245. Ve y truly yours, i 1 Je ry C I zkjttaj P.E. T En 'n JCl/jsv cc: Marcia A. Banach, Director of Public Works Michael J. Gantick, Director of Public Works A. Bowen Davies, Deputy Town Engineer TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Phone No. Address . %` ; � ,• , �_ �._ , , Site Name P&Z No. -� Owner Phone No. Contractor Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include three (3) copies of plan/profile of Change. ) at F L t` a Reason for Change: (Why is change required) APPROVALS: (As Required) r 4 Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant t r , (t �'* TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON 'l,, .J"�7 -r� Phone No. Address Site Name P&Z No. Owner Phone No. -r Contractor - r Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include three (3) copies of plan/profile of Change. ) C- =. o Reason for Change: (Why is change required) APPROVALS: (As Required) Dir.. Of Planning `s � .. °1 _ Date: r f' Y ",�4" Town Engineer �;> a� --- ,.G' 1� Date: Dir.. of Public Works Date: Other: Date: STAFF COMMENTS: y 1 White - Town Engineer Pink - Director of Planning Yellow - Applicant. " Pao ; I Tow�as �. i44r w XbI ` NSF I \ x►ST. IC,)zTZ 6¢.os. E�liE 1 SITS MEu� 'Air- ................. T -- £ D SCUTA4 pAJL OLIO CAQ uA�o ►��r ?bJL i� C/sPJs.n►O KEY MAP SC14iC.E: t r� DAT,L,, tv C, I Tr�,A rZccku 2GQ L XIS71 I'AG I 7_0 N4 S Z P - 2 LOT &2C°. 40,000 lb • 96-7112.0 0- 67, iz.0 '4 3 DUI l__Olt-CG Q12-S Q. -- I Z,00C> t$t 201 A60 0 TOTaL. a. 9E2.\1\00s CCNS - SS75 Zl>-)'Io 4476 e) 4o' rz0i a Si 0E Y N tz 0 10 �- 6U«o krAC COQE2 4070 14?a 2lb l►.1Dv«2t►L. 1O ?lL Z��.%a CA 1 sa.c,%- P64.700OP C,co, I I SPpG.E$ 3I SPat�S 19,2 eS�?c0 = Z8 sruL <3.�y.�6SS + 2 �pvo�cApp60 4'Ir./i000 Car--a IIZS��ouo x4.S Sst• Tore► z 33 SPAc6S S f r(ccl 18,S33 ;?oo s 27 5S 34, sic es NOTES: vi e q27/;auo x 4 S . 9S�itL°S 1. . Electrical service to be provided by Connecticut Light & Power COMDanv. , fib! All -- -- L .............. 11 l� Y 0 1......... .. ... ....... ..................................... w N - .... .... .... . ............. .............. ...................:::::: . ..... . .............. ............ ..:............. J�+; - :. 0 ............................................ . .... ...... .... . ...... 1' r1 1 "�.:::r:i•:Hi r L I } 7 .. . . \ .................................... .................. ................ ........................... . ................ ....................................... .......................................:::::: ................................... .... C' ............................................................................................................:: ....................................... ......... ................ r _ :;: 5 u L..11 "r 1 ': i 1 l C R C 1 ' : .......... ...........:: .............::...::: . ...... ............:: ........... ...... ............................................. f......................... . �L :r 1 w ............... :::.:::::::::::::::::: ...................... .. ......................................... ................................... .... _ N J *. �r• d .rr'i' :i ........... .............. .. . .............. ........................ ::::::::::::::::::::::::::::::: ....................... .............. ...:: ....... ..... L �: ........: :z. ... . ...................................... ........................:::::::: 14 1 - --- - - - --- ----- - --� i-if i , \ �1;V'd13S U 1 \� . ................. .. .... � of VIA 1 A-rdd , ............................. ........................ U� ---------- - --- - ---- ----- �.'8S saa�.�.a , JK Sc�'S i5'c 8'�I 71 28�1C.- N 74 ` ` ` • �. 43 I 1 �1avtrnS3 / • 7.7 1 56.• ?_..25a ` lT.` \� 42 � Q t 7l7 PCt J •777 '2 52 .• -..711) / ■7?1 `= V 734 37 .16_ 33 rr - _ Imo' --L Ni-- -----�--- ■ Yll - --`` . T1 - -- - - ! "'•'•2• �._ 6C _ ;+_+may' -f.• 1s 12 _1•A- _ s■ so S1 11r• -zjc 4 67 •-•d.L7 1- 1e _ ---.r• .LL 2-----�J6�.�--•br--- it r� -- •- - - ,rs 74 low 82 13 20 .tr u 8 MH -76 w 4 /M t�6 7� 137 16 V 366 1 \ \ 41 74, Tytoo LL_ 77.2 is +,_ 0 L r t■' ' •7733.! / ,\ 7 W. 6 116 Its 1 74.1 { a ■ )L / l ��a /2 •75s ,�R u/�d�• ;1; I l / l 53 7f � // El e+ � -sy,s 9� ,.i�': ,e,t Inc• , Z pt ///►�� / ,� 1 �{ I' •7is / QS 97f7t6 reA,r•- �Plet 1166 ! 147 . 77R +/1+ as 1 f -Mfw..75- , / 71e s•� 715 1 132 4 +17 v f / !list _ / 61 173 / 30 774 - 1 1 165 �:a•r / 1 j 6 1J�' / ■ , .K•%, f _- 7i c', j ( �°" /t.a i' c.'s 17. 77.4 66 17 79 f17� ■�4t6 / J \/ ,••�1�,1r. / /-� -__+�`l)f1 ' / ,� / 10 61■ 72.i 170 ' I CB '11r [:8•L:` l r /1` � �� `� F _ _"' ' 1� , _►r 3 / f 7,2 4•fT` S r 1p•� V�l'3 / / / Q :t -``•,'��l�i to i5'PVC =7•J.3 / �1�' ♦ /1% 5r• / `/ 149 / F p? I99 ♦ / 71 172 ' ' T 7$f v 1:b5 3 ,1 / 'sa •771.1 ! f tn•• •4r�h --. . " , / / / °Z TAME 1-0 v 14" WI e7 1• _; /?•��P'i7� 41 7.6 /,� �"R:p -- 7r? li S 710 ,� 4 ?9•)yC ;,., '�►•.:c;� tD.• -�74.E jr IJ! Yam,.L1. _ _•L�-�� ' e 'ciPct, GT/V`� T to -� i� W AL 70 e ` F'!7 t■3 3 O o g a SHEET NO. r J 1 \ " 1 \ ! 1 � 1 . . \ I 9 t � __ � �� 1 '• 1 1 I :l \ I \ 1 y - I 73 we IL 74 `• ,% I Ad ♦ N I r t PROJECT REVISIONS N MESS SERvtct S rotor p��sl.dpµa�l ■ DRAWN B1f APPROVED 81f 1 y; DATE SCALE 10 I L two �lYs �uil�tnn & Lngin rind Co.;In . 2155 EAST MAIN STREET.TORRMOTON.CT.OAT00 gnl.AX9.?R f l STA. C STA. C OFFSET -.. 0 OFFSET Si-Rur ru;zE 7YPE P GL GASc.++ 3�►s� ] - - , ZAP OF GRATE ELEV. 13,8 Y p 4 - 7-77- - DUTLET s7A SZ ° DES169 W.S. ELEV. -►2.,g � � -C � �r: y--- ouTLET TA EL. VM -- -- - OUT Lc'1 LL. -70. 4 0 Q= 3.S I Fs o.4� tL, -7 o.4-7 Q. 2.SO C-ps EL, o.,s EL. rn LE4bZ1.1 IS LFI4GTHSLOPE' ,oo S SLOPE -- 1N�ET � 1HLET � � -----_ SIZE [ 0LET OUTLET C04TROL 1a*J=>4 ice—1.Sa C3 SC LE C MLET IL °0TLET CW4TLOL NW= 14}lno—Lst3, m D TYPE n H W h d 4= TVJ h LS r-1W 'TYPE n WW Ke 4 d C. TW LS r ILLP .otZ .°J2 I. IS .S I,?5ZS , �� I.oZS I.oZs .rT• 1S 3 Z� 1 503 0 So - ,015 Z.G0 0 �.c� .ot2 .3�5 ,�8 .9?S •g 2 . sr. m G U) N n - - - - -- 57d. STA. OFFSET ST4tucT u2E TYPE OFFSET � p _ j OP OF GRATE ELEV. PSS149 W.S. ELEV. v Z _ t D Q EL. LEf4GTN Ltt4C,TH A SLOPE SLOPEINLET 3 Siz CflnlT OL °V1 LET COWTLOL HW= N+ho -LSO Siz.� 1NLE;T pUTLET ConlTizaL 1.1W= K+h Ls d 3 co niTeoL o o � � na �W LS � 'TYPE W d�Zfl Ls u� vZYp= Z. d� TW r LA � + z I O I I l l i I II I l I