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Home My WebLink AboutBeldon Estates Subdivision TOWN OF SOUTH WINDSOR, CONNECTICUT 4 PLANNING AND ZONING COMMISSION APPLICATION FORM R•coe� Application No. : 170,5-C)/0 Date Received : Action/Public Hearing by : 11 9/asl�a Receipt No. : jr APPLICANT: 4—'-,qp q O Ev ADDRESS : 1_2.75 Q,,m e y�� , 47- 06 0,67 TELEPHONE: 7� - I LZD OWNER OF RECORD ON LAND RECORDS : � Z4 ADDRESS : 2 �S o L C T. . COMPLETE LOCATION OF PROPERTY: ,/ /7 �6 0 L B ,q �vo f ZONE: A -Zd NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD DIRECTED: BE P.gvc CA P� 5 C L 1170 E"/'VCV r0 iv jeo.4 p S'rEPNCtJ R,d ,.�, n�� nCclGw�nestc1�.,w. �+ 1Nc.' Sri \. (��ncnQ -T,_ TELEPHONE: Zq 1- 8�'SS THIS APPLICATION IS FOR : (Check one of the following) I . Zone Change to (Public Hearing required) . 2 . Subdivision . 3. Open Space Subdivision (Public Hearing required) . 4. Resubdivision (Public Hearing required) . 5. Special Exception to Article (Public Hearing Required) . 6. Site Plan of Development . 7. Earth Filling [Section 101 and/or Earth Removal [Section 9(Public Hearing Required) . 8. General Plan of Development . 9. Regulation Amendment : Zoning Subdivision 10. Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST B SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN E TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKL IST. 'eol-419A&I Applicant Owner ��rN�-rh�crQ 7 TOWN OF SOUTH WINDSOR APPLICANT L��v.4 ✓o �EVELoi7E� S PROJECT NAME /JEL-ISO•✓ �a �r3pt V r s o N CHECKLIST REQUIRED INFORMATION SUBDIVISIONS & RESUBDIVISIONS This checklist must be signed by plan preparer (P.E/L.S) declaring that all required information is provided. Items 1-5 are required for all applications; Items 6-9 required where appropriate. Check mark for each item supplied. v 1 . On each sheet for plans or maps, title block with the following information: a. Name and address of subdivider. ✓ b. Name and address of Land Surveyor or Professional Engineer. C. Name of subdivision. d. Date when drawings were made. North arrows 2. K a - An overall map drawn to a scale of 1,,Anch- uals r2'00,jeet, which can be used as an overlay on 'Metropolitan is R trict Maps. This map will show the overaldesign of the subdivision and will include: ✓ a. Layout of streets with names b. Layout of lots and lot numbers v/ C. Open space land Arrows indicating general direction of drainage e. Lines indicating sanitary sewer system flow f. Total acreage of subdivision Y g. Total number of lots h. Nam s of surrounding prop rty-owners, and properties within 500 feet of the site Page 2 (Subd. & Resub. ) 3 . Plot Plan: A layout map of the proposed subdivision drawn to a scale of 1 inch equals 40 feet on either of the following size sheets - (1) 25" X 37" with a 3/4" ruled margin; (2) 15" X 24" with a 1/2" ruled margin - containing the following data: a. Distance and bearings of all boundary lines . b. Lot layout numbers, square footage of all lots, and all lot dimensions . Iron pins to be shown at all lot angle points . Lots should not be fragmented onto separate sheets except where size is prohibitive. c. Proposed streets and street lines with center line stations, and curve data. ✓ d. Building lines in accordance with zoning regulations . e. Easements, noting grantors, grantees, and purpose. f . Proposed names of street. g. Names of abutting property-owners . h. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. In areas accessible to Metropolitan District Commission points, or other coordinated points, the monumented points within proposed subdivision shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. 4 L. All open space reserved for parks, playgrounds, or other common or public uses shall be indicated. J . A-2 Certification; P.E./L.S. Seal. f k. Traffic control signs and pavement markings required by Traffic Authority. 4 . Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 25 inches by 37 inches including ruled margins and shall, in addition to the requirements of the plot plans, show the following: a. All existing and proposed buildings. V b. Curb lines and pavement width, sidewalks . Page 3 (Subd. & Resub. ) c. Existing and proposed sanitary and storm sewers, if any. d. Existing and proposed water and gas main systems . e. Present wooded areas indicated by a "foliage line" . / Any individual trees to be saved should be shown. f,. Existing and proposed contours shall be shown at not y less than two-foot intervals; but in cases of relatively level land, the contours shall be one-foot int�e,�xals . r/ g. Proposed storm drainage system showing all catch basins, endwl„Ls,, manholes, lengths, and sizes of pipes (4infimuiidistance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches. ) NAt h. Connections of all springs into proposed storm drainage system as needed. i. Location and indications of existing brook channels, and 100 year flood limits. J . A-2 Certification; P.E./L.S. Seal k. Regulated wetlands and 100-year flood plain or note that site contains none. 5 . Drainage calculations - Zero Runoff Increase per attached guidelines. 6 . 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 25 inches by 37 inches including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways, drainage and partial lot lines. fc. Sight line at street intersections. d. Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information. Page 4 (Subd. & Resub. ) ✓ e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations. Drainage lines will be shown and described as to material. f . Typical/critical cross-sections where grading is outside street right-of-way or is at street right-of- way. g., , Where any storm drainage line discharges into an -- existing brook, sufficient profile of this brook will / be shown to determine conditions. J h. Metropolitan District Commission datum shall be used on all subdivisions accessible to controls . The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls . ✓ i. Profiles shall show all sanitary sewer lines and manholes, including elevations, sizes, lengths, and slopes of pipes. Top of foundation elevations for houses shall be shown. 7 . Traffic Report , en ace A, B . � 0 S Site Improvement Plan : For subdivisions which _ p p p require 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 20 feet. 9 . 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; AAA a. General nature and development of surrounding area. A1. b. Topography and natural drainage pattern. /Q. C. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil. NA d. General description of type of development contemplated -noting type of house, number of bedrooms per unit, etc. Page 5 (Subd. & -Resubd. ) e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and general layout pattern to be used, etc. f. Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. •�. g. Map of general area with locations of all tests shown on proposed lot layouts. r h. Flood heights of any nearby streams, brooks, or rivers. �. i. Test results and engineering evaluation per Section 3 . 2.a(6) . All information required above is included in this application at the time of submission. 3 a P P R (P.E. L.S. ) 1DATE Nove er, 1987 � I! !� l �Allks =16 Chark Recalty, -111 WNW,I I(UC I I(JN :.I'L(:IAI IA') I W)"I t I I If161ON IMAI) I-A)III II WINP,,(,lt, I OGOI-1 1. (.'03) :tiA,- Ut►:ti lilt 6,14 111 s !+ .. •��+I�•wytrl•f¢�r�-!I��dT�R•!�T•'.vN'v ro�,..r«s�.+w ..�.-v-..�. -_—.�.+�r-..e.-........-..-. --r,. �. tAA )LA-4 44 r d J' OF I All s tilLl e.. , l � I I Dart Hill Realty, Inc. ' CON&TIRUCT1ON SPECIALISTS 658 ELLINgTON NOW SOUTH WINDSOR. CT 06074 ( )Z04-06�$OR b44-8136 r am��bOL4f- k�& LL lJg'vY 115'/It 95- .. @. . '�4 C.►Gat �. ?u.t� �,f t`u ' Aj a oj 17 Lj �. :1 G r�lC'�`�r� /, ^'"Z'�'��l-l.:L'-•fit-. • � �./ � ys �j 11 Ll.'✓1�1 /1-l.�ryL�,-✓Y ��l�l.� �� C.1� Yl t�r!^� '/ c, �.� f��' rt ',, ��..t' C=�•`,`�rat-. r ' '7� l { �^tK•a�C ^�7r Dart lifill Realty, Inc. ' CONITOWPON SPECIALISTS 658 ELLINGTON BOAQ SOUTH WINDSOR. CT 06074 (204);12-025 OR 644-8136 - &4dj n i lid 6-57 VL4-a't 'ALP 73 f7 17 _� L Dart Hill Realty, Inc. ' COIN$TRUCTION SPECIALISTS 650 ELL.INQMN R040 SOUTH WINDSOR. CT 06074 4204�;140 4 OR 64+8136 Ak �itccetv,.;s for rucuid irl,y 4, 1937 dt 9;45 A. IA.�Town Clerk. DhAINA(,E RIGHT OF WAY KNOW ALL MEN 13Y THE')E ilhESENTS, That We, EDWARD JANSON and EVA JANSON, of thu Towel of South Windsor, County of Hartford and State of Connecticut, for th, consideration of One: Dollar, ,•[1d other va.lur,hle considerations received to our full satisfaction u tht S�nt(- of Cunnecticut, clo give, grant, bargain sell and confirm unto the sf,id Ste e ` of Conntcticut, its successorf; , nd as-signs forever, a full and perpetuH.l right of wa fur dr;,iiiage purposes over anti across hind of the graiLtors, in the town A South Windsor, Coaanty of Hartford arLd State ofConnccticut, situated on the west side of l3c;ldtn Road. • Said riolit of way being about sixty-five (65) feet northcl ly 1'ro►n ttre East Hart ford- /� Wapl,1ng Road, and to start from the west side a'f said Belden Road; thence running wusterly over that area covered by th, natural flow of water from a culvert under sz�. d OV Bcldon (toad. `Po, tl,er wrth Liie riLp,ltt to diScriftrge water unto band of --aiti gr<<ntors, with tr,C fur tliul' rit,ht to tilt. Uxar,te, , its off icers, employees, servants, and agents to enttr on s;,id pru,aiacs at all times for the purposes of building, cleaming, repairing, repl, c ii,L, const,acting rand recollstiucting a drain or pipe within staid right ,-if way. Fur ct ,a,Ul'e J,ft1't1�;alUr lou[atic,n of Lhc above de::cribtd drainage right of way rcfur,,i,c i t3 auadt- to i, aa;,l, un 1 it c in the office or the State Highway D(,partwent, H;,rt I u d, C,.,nnt,Cticat, untitled, a' 1'1,ai for consi,ructi„n of Nuaunk River Bridge, and Appi� ua,-hc , in thu Towii of South Windsor ttc.aa, IN '.!ITNES`, VJHr'hEOF, we lea-vc hereunto st.t our th,:nds and seals, t,ds 29th clay of Apill, A. D. 1937. Edwr,rd Janson _ (L. S.) SiL;nud, SUOIL.d tu,d Dt livered i,l tlit presence of; Eva Janson i'ct ur 'Poconz s haymond D. f CAPUANO SUBDIVISION PUBLIC HEARING _ �,,� C ca k-?,- 1 . Application for a 30 lot subdivision located on the westerly side of Beldon Road, southerly side of Governor's Highway, A-20 zone. This 26.16 acres parcel received a zone change on from RR to A-20 on 12/05/89 . 2. The proposed lots range in size from just over 1/2 acre to an acre with one lot 4.5 acres in size. (The large lot is proposed to have the temple built upon it. 3 . The proposed 30 lots would have frontage on Governor's Highway, Beldon Road as well as the new road proposed. The three lots proposed on Beldon Road would have turn-around driveways. The two lots proposed on Governor's Highway would be serviced by a common driveway - therefore there would not be any curb cuts directly on Governor's Highway. 4 . The site is serviced by public water and sewer directly in Governor's Highway. WPCA approval will be required for this subdivision. 5 . There is no 100 year f loodplain on the property. The parcel does contain wetlands and two swales which run through the middle of the property which are regulated by the IWA/CC. The applicant has applied to the Zoning Board of Appeals and� has been granted relief from the 90X90 buildable square requirement in the 80 foot regulated area around the swale. The applicants have presented thier proposal to the IWA/CC but no action has been taken on their application. 6 . There are sidewalks proposed for one side of the interior street (typically we request sidewalks to be placed on both sides of the streets in new subdivisions. ) The sidewalk plan in the Town Plan of Development does not specify sidewalks to be placed on the Governor's Highway or Beldon Road. However, as a possible trade-off to sidewalks being placed on both sides of the new streets, the Planning Department suggests that sidewalks be placed on the the south side of Governor's Highway and the west side of Beldon Road. -7,,'W. Open space proposed is 1.77 acres located in the southwesterly corner of the parcel. The proposed open space is predominantly wetlands and abuts ftbm&s approximately 10 acres of land which was set aside under a conservation easement to the Land Trust with the Governors Square Industrial Park plans. Due to the environmental nature of this land, it would probably only be suitable for passive recreation. If this subdivision is approved, the Planning and Engineering Departments recommend that the swales be filled in and not left as open drainage ditches . It hs been our experience that open drainage swales in close proximity to residences may serve as a natural breeding ground for mosquitos; may have the potential to pose a safety hazard for children playing; may at times contain standing water; and may serve as dumping areas for residents . There is a stand of trees which run east-west through the parcel in an area where one of the swales is proposed to be filled. The Planning Department requests that specific care be taken in clearing the trees in these areas to preserve as many of the trees as possible. In This application is subject to a buffer requirement along its boundary with industrially zoned property. The applicant has shown a buffer located in the rear of lot 28 & 29 . They are proposing a combination of deciduous trees and shrubs plus flowering and evergreen trees. There is no buffer is shown in the open space because it is contiguous to the other wetlands . The applicant has received approval from the ZBA for variances to the buffers required for lot #30, in anticipation of the nonresidential use contemplated at this time. However, for this subdivision application (and until such time as a site plan is filed for that lot) a 50 ft buffer should be shown on the westerly side of lot #30 in the event that it actually ends up eveloped as a residential lot. If the applicant wants to include a note on the plan indicating that the buffer is not applicable if the lot is developed non-residentially, we don't have a problem with that. 10. A traffic report was prepared as part of the zone change application in 1989 . This report indicates that the subdivision will add an average of 308 vehicles in and out of the site a day. During the am peak they estimate 18 vehicles going out of the subdivision and 7 vehicles into the site; during the pm peak they estimate 12 vehicles going out of the site and 21 vehicles coming into the site. Five existing intersections in the immediate area were evaluated and it was determined that this subdivision would have no impact on the current Level of Service for all intersections except one. The intersection of Route 30 and Governor's Highway, which will be signalized in the future, will improve from a LOS of D to C for eastbound traffic during the pm peak hour and will drop from a LOS of A to B for southbound traffic during the pm peak. If this application is approved, in addition to the modifications requested above, the planning department requests that the proposed open space be indicated as Town open space. ••{: ::tiff:?:•:{i?%�:%?{?ti? ::?ti%ti:%?{:: �:�ti•.tr{?" %i?••};'•?i::t•'••.•:;•:{(' }}:::?Y;{::'{•:.{{•f'%{?v:{{iti;(:;;?Y:'v:,•`.�'•:i�:?{: .{i�j:r}}}}}\\};:}}:??}}:}\'•ti?}'•:•S:•?:},,}.,{{ :;{.,T:.}}i}}:}{},a•}.,i;G}?}i:}}TY}#?};}ti}j:.}}'rT}YY}TY}#:!rr,;:.:: ••}:•!.;.}-- ----- 'Jig. - ::.i: ;.}}:ti}:...}.}.\:•Yj•:;S:•fY:•'•f':�A:v>Afr4ti?f}?:•!}i},{S,}}}r:•TT?}?.h•.}};•}y::;•}}}TY:•rY:•:•}i.1}•y;•:• ::•:•:.;.;.<;.�. .;:.}}} fit} �. �,`ti,�ti.i,,♦y♦„w 0.♦,.t",. .� .. :rrZ`Ltt s.•i�{r \1?14:1LL}\{{Y .> }`jZ: �•J}{.�{,.y.}.:{{{{��?:,a`•.4•.titi??? 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S. a:•'•a:•... .. ], :{r}j]?'•aAti}}}jjj;YfTF: f?fr?Tf'r:•°j Yj?}hy{::.y}.:h,+}:.}}?}}ff}:�}S::•jf}tiy 1ti•�}}a{}}};.jf}.••.rj }; .4{j.;: :•:tiv.ij•.•.C}•.:�:. _ ,i •.:•.}„M1,a}w4♦•.,4.~:•.'y4h,•.y y}4,,....•,ss•: •., ,w4,w4+na, {S.... a4}. •ti? h•((1} .14:♦,+'.4haya4t:♦1`•: oa:�}•r.:•'.:?•`.h]•:%:_'•)}'fi+4♦`4�a1'{ .4 4.��wtiti'•{:,4,4.;t JyY:.} ♦?•'('}:}2}/';".y4 2}'••*iy,z4•.S;::?•.L}?i:♦y'. Cy{t.ati�•'::?,S{.\{•:`{\�''1«�?}y�#{{!ti~�:;1y{�?yJ.J;{:;?.•:.�-•Ly}}.�5�{%�%�\�?\�#`}.,%�:;{7J.;{•'�','•,'•,�`14[};:..'\`{r':'4'}��.{{4•:S��T{�41•{..,•\..:i1} F T,,, •• } }f. }T r. ♦ }T r. YT y� a�:••y., }:r:. {<:•.v.{{!:..ja}}]}S:.?j:•}.�}}},}r,::}ti1.w+•.,.•.irY4aM::..4.?a4L4�=}...}f}af}yl\•ra9�ti}•J•:t1jA? •1 •W.M,.,/j Y}}T41i•:f:i}}}ryYT'Trwi+:i+.�•::14 prepared for CAPUANO DEVELOPERS ROCKY HILL, CONNECTICUT May 11 , 1990 BELDON ROAD SUBDIVISION 1 STORMWATER RUNOFF ANALYSIS INTRODUCTION The Beldon Road Subdivision is located at the intersection of Governor ' s Highway to the north and Beldon Road to the east . The parcel is 26. 16 ac . in an A-20 zone. — The subdivision consists of 30 lots and approximately 2,366 ft: of roadway. All lots will be serviced by local utilities. EXISTING CONDITIONS The drainage area consists of land north of the proposed subdivision and land easterly to the intersection of Ellington Road and Governor's Highway and southerly to the Podunk River (see page #13) . The total drainage area is 131.9 ac. The land located to the north of Governor's Highway is mainly flat undeveloped land containing numerous ponding areas. In modeling this area for runoff conditions three basins were used to simulate the natural runoff from this area. Basins 1 and 3 are ponding areas where a — relatively large amount of land drains into. Outflow from these areas was modeled as a broad crested weir. Basin 2 is the ponding area at the 18" RCP near Governor's Highway. As runoff water ponds behind the pipe it eventually rises to a point where it flows west out of the drainage area through cross section 2. Once water enters the 18" RCP it travels through the storm sewer system to the Podunk River approximately 29000 ft. away. Refer to sheet 2 of 4 of the drainage area maps. The triangular drainage area bounded by Beldon Road, Governor 's Highway, and Ellington Road flows to a 24" pipe in a headwall just upstream from the Podunk River. BELDON ROAD SUBDIVISION 2 STORMWATER RUNOFF ANALYSIS The area lying west of Beldon Road consists of bare soil and some crop residue. Two flat drainage ditches were dug in the past to drain the fields and are now intended to carry water into the Beldon Road storm sewer system. Each of the swales was modeled as a detention basin. As was the case in basin 2 the water ponds at the outlet of basin 7 and rises to an elevation where it leaves west from the drainage area through cross-section 3. PROPOSED DEVELOPMENT The proposed development consists of the construction of 2,366 ft . of roadway and 30 building lots. Also , the storm sewer system from the existing headwall near the Podunk River to the subdivision will be upgraded . The two drainage ditches will be filled in and storm sewer pipe will be installed to more efficiently carry runoff from offsite areas and the subdivision itself to the Podunk River . There are no detention basins proposed for this subdivision. DRAINAGE ANALYSIS The drainage analysis performed was done using the SCS TR-20 Computer Program for Project Formulation Hydrology. Storm frequencies analyzed are 2, 10, 259 50, and 100 year storms. A type III rain distribution was used in the analysis. Topography was taken from 100 scale South Windsor Topography maps and from field survey, CGS datum. The roadway storm sewer system has been designed for a 10 year storm. In order to evaluate impacts of this development downstream the principal design point is at the Podunk River approximately 100 ft. w st of Ellington Road. BELDON ROAD SUBDIVISION 3 STORMWATER RUNOFF ANALYSIS Three separate runoff conditions were analyzed in this report. The first alternate is the existing runoff conditions. Alternate 2 is with the developed subdivision and possible future development in the Governor's Square Business Center and the development of lot 30 by Temple Beth Hillel . Site S of the Governor's Square Business Center and _ half of site T will drain into a detention basin between the two sites. The remaining land of site T will drain into what remains of the existing ditch. Temple Beth Hillel also will provide detention as part of their site improvements. Alternate 3 is with the developed subdivision and no offsite development. Table 1 summarizes the results of the drainage analysis. LOCATION: Outflow to the Podunk River. Description Storm Frequency 2 10 25 50 100 exist, runoff-Alt. 1 21 .19 40.37 53.07 63.14 71.69 dev. offsite-Alt. 2 18.47 48.99 65.79 79.53 91 .65 change in peak outflow -12.8% ?�1.4% 24.0% 26.0% 27.8% dev. subdivis-Alt. 3 18.28 48.75 65.61 79.30 90.84 change in peak outflow -13.7% 20.8% 23.6% 25.6% 26.7% TABLE 1 , The following graphs show the preceding results graphically. 11?j CL re t i 4 24 T t r ► t t 1 t i 1 -7 E ' d a S bd vhsior ' e ], i 2 .19 o t ;flo u Ri e� i 21 I 1 i ► a 8 ar ` ! ' 1 Ex sti n g R ndff �18 471 DeIv. rut,o I s 18 ! } 15 •c12 ► i ! i i �- 0 I 1,9 i 6 }— i 3 i I 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13141516171819 20 2122 23 24 25 26 27 28 29 30 3132 33 34 Time in Hours 52 t I gig �- - 1 � - &,a� Runofig t Po uAk ver } 10 ai of n 0 3 Ex sfi g Runci f ` I - ,De . 'Ru oif- 39 I - U � 3 _O L� 13 II I I I ► � i � 0 0 1 2 3 4 5 6 7 8 9 10 11 1213141516171819 20 2122 23 24 25 26 27 28 29 30 3132 33 34 Time in Hours 5 — 68 T I 5 79 T B113n� Ro b *sion R ff t o r i ! - c i 5 7 53 0 Ex stf g R n f De Ru o 51 U •S34 - - 3 o i 17 0 0 1 2 3 4 5 6 7 8 9 10 11 1213141516171819 20 2122 23 24 25 26 27 28 29 30 3132 33 34 Time in Hours 79.53 80 11 B I el n o b i i i n R off t od r 70 63 14 Ex stii g R in off De . Ru o f 60 - u)5040 - 4-- U � 3 0 —LL-30 - - — 20 - 10 - - _ 0 0 1 2 3 4 5 6 7 8 9 10 11 1213141516171819 20 2122 23 24 25 26 27 28 29 30 31323334 Time in Hours 6/ 91.65 92 � i �- Bel 0 b i�l- i +t� Rim"off ti od er ..0 sto -7 T'.6 Ex'sIg RL noff Dev. 'Runo f 69 .S46 23 �_ l_ _I_ . l_ _ �_ _ _ - i_ _ _l_ . _ 1- I- 0 0 1 2 3 4 5 6 7 8 9 10 11 1213141516171819 20 2122 23 24 25 26 27 28 29 30 3132 33 34 Time in Hours 24 T T 21 .19 Mom Road S Sia.-I RU201f o PCd Rive 21 a e r at !E ti R n ff 18.2E S no 18 15 i I �- -S12 0 LL- 9 6 3 0 0 1 2 3 4 5 6 7 8 9 10 11 1213141516171819 20 2122 23 24 25 26 27 28 29 30 3132 33 34 Time in Hours 52 j 8175 1 Beldon o 'jb i�i1 R fit .o der �- 10 _ t Ex stiF� Runoff ' 0371 ' Sub. o f 39co - U f '.E-26 - ! - 3 0 LL- - — 13 0 0 1 2 3 4 5 6 7 8 9 10 11 1213141516171819 20 2122 23 24 25 26 27 28 29 30 3132 33 34 Time in Hours 68 - Beldon Rokal bJILj' i i n R fit di4 r 25 ym. a torm, 53 0 Ex sti g R n f — Su . R o f 51 - -- -- in v —.S34 - - 3 INS 0 —LL- - 17 0 0 1 2 3 4 5 6 7 8 9 10 11 1213141516171819 20 2122 23 24 25 26 27 28 29 30 3132 33 34 — Time in Hours 8 79.30 80 T T B'eld8n,, Ito C. lb i *1 n. i Rani'off t PO rilo r 70 , 0 y - Olma 163i 14 Ex t' I mg : ru o if ISu RUno f 60 cn50 40 1 i ; f 0 U-3 i i I ° I I � r � I � � I + ( ` ` ! ' 30 20 � s I l l ( { i I I I � 0 1 2 3 4 5 6 7 8 9 10 111213141516171819 20 2122 23 24 25 26 27 28 29 30 3132 33 34 Time in Hours 90.84 921 1 i ! 1 1 1 1 l � I Bel,d b�i lon .0 C. b li 1,,;i n R moff W I o I er 00 3tea r i I 1 711.69 Ex sti Run ff 69 Sub. l4nol •S46 0 LL- 23 i � � I_ ! i . I �_ 10 0 1 2 3 4 5 6 7 8 9 10 11 1213141516171819 20 2122 23 24 25 26 27 28 29 30 3132 33 34 Time in Hours 9 The following schematic drawings represent the runoff analysis performed. Refer to sheets 1 through 4 of Drainage Area Maps for structure locations. 10 O • 6b. O• 1 � 2 oo?�e '•?3 6 0 ye •0?8�r, ��? 79".0 qD?a ts '0 o , ?8 4 u LEGEND 0.029 Drainage area—*% mL 60.0(1.01) Runoff Curve Number(Tlme f cone) 500 Reach Length — Feet [0.4] [1.33] [End Area Coeff. X] [EVonent(M)] 6 —`-- Structure Number ---�-- Dlverelon Structure Refwwce Locatlon Number or Cross Section Number ALTRRNATE 1 — RESTING RUNOFF CONDITIONS 11 o �ti 3 p• • JQ O T �► ! `/ ' • o � , 2 8 _ 6 0•CII64 0. a3 7 0 re 10 0. os� o• �o • ' o .?e 4 u LEGEND 0.029 Orahage area—sq. mL 60.0(1.01) Runoff Curve Number(lhme of cons) — 300 Reach Length — Feet [0.4] [1.33] [End Area Coeff. x] [Exponent(a)] 6 -- -- Structure Number --�— Dtvrrsion Structure _ Reference Location Number or Goss Section Number ALTERNATE 2 — DLYEWPSD MUM RUNOFF CONDITIONS 12 s •o 3 o 1 0 . c DIY � k 1 1 2 oo�e� • 6 lei 7 o, �, ab 3 1 .r g o0 05� 1• �3 soo. 0•, o. 4 6 u LEGEND 0.029 Drainage area—sq. ml. 60.0(1.01) Runoff Curve Number(Time of conc.) 500 Reach Length — Feet 0.4] [1.33] [End Area Coeff. X] [Exponent(M)] 6 ---�— Structure Number ---♦-- Diversion Structure Reference Location Number or 3 Cross Section Number ALTERNATE 3 — DEVELOPED SUBDIVISION RUNOFF CONDITIONS 04,0 so 0� 13 --90 rick W, ypo A Ctear tutp clo • (Hartfo Gr %ate Cen slat n S TR IT 1/1 :m 2 _ , _ , _ ig % A :, w r► 3 19 0- %Ind ioj r, tu �OAD t 7 (30) o % so, A••//, ,�r7 , 24 i C _0 )YO r? �171 ��((-4! d 0 xcla Ru I pitu" 17 IC) T 100— op ivef.ln: h Z-f Q ,V. 0% - 1, ,�V 101, ,c ,, \ � ,� '✓G,-:•-;.is?. •• ;. 11l �I ,� / 4% ) f 0 0 .4 N lr4am illuit±f 'A •STEr c FIRC A r,r 9 0 pop I 96 file old urs % APPENDIX A TR-20 LISTING AND INPUT DATA 1 # xit t ss at+ft 80-80 LIST OF INPUT DATA FOR TR-20 HYDROLOGY****************** JOB TR.-20 SUMMARY NOPLOTS TITLE 001 RELDON ROAD RUNOFF ANALYSIS - S. WINDSOR TITLE EXISTING RUNOFF CONDITIONS 5 RAINFL 7 0.20 9 0.0 0.002 0.004 0.006 0.008 8 0.010 0.012 0.014 0.016 0.018 8 0.020 0.022 0.024 0.027 0.029 9 0.031 0.034 0.036 0.039 0.041 8 0.043 0.046 0.049 0.051 0.054 8 0.057 0.060 0.063 0.066 0.069 9 0.072 0.075 0.079 0.082 0.085 8 0.089 0.093 0.097 0.103 0.109 9 (1.115 0.121 0.127 0.134 0.140 9 0.148 0.155 0.163 0.171 0.190 8 0.199 0.199 0.210 0.222 0.235 _ 9 0.250 0.266 0.297 0.312 0.363 9 0.500 0.638 0.609 0.714 0.734 9 0.751 0.766 0.779 0.790 0.801 8 0.811 0.821 0.929 0.839 0.845 8 n.953 0.860 0.867 0.874 0.890 0 0.896 0.892 0.898 0.903 0.909 9 0.911 0.915 0.919 0.922 0.925 8 0.929 0.932 0.935 0.938 0.941 9 0.944 0.946 0.949 0.952 0.955 9 0.957 0.960 0.962 0.965 0.967 _ 8 0.969 0.972 0.974 0.976 0.978 9 0.991 0.983 0.985 0.997 0.999 9 0.991 0.993 0.995 0.997 0.999 9 1.000 1.000 1.000 1.000 1.000 9 ENDTBL 2 XSECTN 002 1.0 82.0 8 80.4 0.0 0.0 8 81.0 9.62 8.25 8 82.0 64.16 32.00 3 EIIDTPL _ 2 XSECTN 003 1.0 76.5 8 76.3 0.0 0.0 8 76.4 0.473 1.04 8 76.5 1.524 2.16 9 ENDTBL 3 STRUCI 0l 8 80.3 0.0 0.0 8 80.9 0.001 0.78 8 81.0 7.65 0.99 9 81.1 23.24 1.22 9 81.2 45.63 1.48 8 91.4 110.85 2.06 8 92.0 485.66 4.37 9 ENDTBL 2 STRUCT 02 8 77.53 0.0 0.0 9 78.0 0.9 0.003 8 79.0 6.6 0.165 9 79.5 Q.5 0.596 8 80.0 12.0 1.604 0 011, p1, 2 LIST OF INPUT DATA 8 81.0 15.7 6.651 9 ENPTPL 3 STRUCT 03 8 81.7 0 t).(1 8 82.0 1 0.013 ? 92.1 0.002 0.055 ? 82.5 0.003 0.796 g 22.6 33.2 1.111 9 ENDTP! ? STRUCT 04 8 51.14 0.0 8 52.0 2.9 0.005 8 54.0 2(l.4 0.039 . 8 56.0 30.3 0.113 8 58.0 37.1 0.329 8 60.0 42.7 0.802 q FNDTBL 3 STRUCT 06 8 74.05 0.0 (i,f► 8 75.0 3.0 0.005 8 75.5 6.1 0.021 8 7E.0 9.1 0.081 8 76.` i1.2 0.202 8 78.0 15.5 0.974 8 78.0 17.3 4.409 9 EWTPL 3 STRUCT 07 8 72.25 0.0 0.(► 8 73.(► 1.7 0.(ifi� 0 73.5 4.0 0.014 ? 74.0 6.2 0.057 ? 74.5 7.7 0.155 ? 76.0 10.6 0.7E5 R 76.3 11.1 1.0`7 8 79.0 13.5 3.017 9 tNDTPL 3 STRUCT 08 8 73.49 0.0 0.'11 8 74.0 0.8 0.002 8 75.5 7.0 0.032 9 ENDTBL 6 RUNOFF 1 01 5 0.022 69.0 0.58 6 RESVOR 2 O1 5 6 6 REACH 3 001 6 7 1400.0 0.4136 1.5069 6 RUNOFF 1 03 5 0.0108 75.0 0.24 6 RESVOR 2 03 5 6 6 REACH 3 001 6 5 1700.0 0.4860 1.5069 6 RUNOFF 1 02 6 0.0719 67.0 1.38 6 ADDHYD 4 02 7 5 4 6 ADDHYD 4 02 4 6 7 6 RESVOR 2 02 7 6 6 DIVERT 6 02 6 7 1 0.072 2. 6 SAVMDV 5 02 7 1 6 RUNOFF 1 06 5 0.0216 73.0 1.23 6 RESVOR 2 06 5 4 6 RUNOFF 1 07 ` 0.0289 76.01 1.32 6 RESVOR 2 07 5 7 6 DIVERT 6 07 7 6 5 0.066 3. r, ennuvn & Al 4 R a - 3 LIST OF INPUT DATA (CONTINUED)ffff#f#fff#f##f##ff### 6 RUNOFF 1 08 5 0.0025 79.0 0.27 6 RESV9R 2 OB 5 6 -- 6 ADDHYD 4 OB 6 3 2 6 ADDHYD 4 OB 2 1 3 6 RUNOFF 1 04 5 0.0453 59.0 0.49 6 RESVOR 2 04 5 6 6 RUNOFF 1 009 7 0.0031 50.0 0.28 6 ADDHYD 4 OOB 6 7 2 6 ADDHYD 4 00B 2 3 1 ENDATA 7 I NEREM 6 0.1 7 COMPUT 7 01 009 3.2 1.0 7 2 01 02 ENDCMP 1 7 COMPUT 7 01 00B 4.7 1.0 7 2 01 10 ENDCMP 1 7 COMPUT 7 01 OOB 5.5 1.0 7 2 01 25 ENDCMP 1 ? COMPUT 7 01 008 6.2 1.0 7 2 01 50 ENDCMP 1 7 COMPUT 7 01 00B 6.9 1.0 7 2 01 99 ENDCMP 1 ENDJOB 2 OF BO-BO LIST#is##fff.#f#Efff.##f####fff*ffff 4 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK, DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF ------------------------ -------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (99 MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CGM) ALTERNATE 1 STORM 2 STRUCTURE 1 RUNOFF .02 7 2 .10 .0 3.20 24.00 .73 --- 12.49 5.54 251.7 STRUCTURE 1 RESVOR .02 7 2 .10 .0 3.20 24.00 .07 80.90 22.40? .28? 12.6 XSECTION 1 REACH .02 7 2 .10 .0 3.20 24.00 .06 --- 23.20? .25? 11.3 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 3.20 24.00 1.09 --- 12.25 6.12 566.4 STRUCTURE 3 RESVOR .01 7 2 .10 .0 3.20 24.00 .00 --- .ti0 .00 .0 XSECTION I REACH .01 7 2 .1G .0 3.20 24.G0 .OG --- ,r►rt ,Ora STRUCTURE 2 RUNOFF .07 7 2 .10 .0 3.20 24.00 .69 --- 13.12 9.90 137.7 STRUCTURE 2 ADDHYD .03 7 2 .10 .►"► 3.20 24.00 .04 77.69 23.20? .25? 7.6 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 3.20 24.00 .49 79.58 13.12 9.90 94.6 STRUCTURE 2 RESVOR .10 7 2 .10 .0 3.20 24.00 .49 79.14 13.69 7.40 70.6 STRUCTURE 2 DIVERT .01 7 2 .10 .0 3.20 24.00 6.74 79.14 13.69 7.40 991.2 XSECTION 2 DIVERT .10 7 2 .10 .0 3.20 24.00 .00 --- .00 .00 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 3.20 24.00 .98 --- 12.93 5.11 236.7 STRUCTURE 6 RESVOR .02 7 2 .10 .0 3.20 24.00 .98 75.33 13.00 5.08 23C. 5.0 STRUCTURE 7 RUNOFF .03 7 2 .10 .0 3.20 24.00 1.15 --- 12.98 7.91 273.8 STRUCTURE 7 RESVOR .03 7 2 .10 .0 3.20 24.00 1.15 74.20 13.32 6.81 235.7 STRUCTURE 7 DIVERT .00 7 2 .10 .0 3.20 24.00 17.45 74.20 13.32 6.91 3571.7 XSECTION 3 DIVERT .03 7 2 .10 .0 3.20 24.00 .00 --- .00 .00 .0 STRUCTURE 7 ADDHYD .02 7 2 .10 .0 3.20 24.00 2.32 76.68 13.09 11.64 495.2 STRUCTURE 8 RUNOFF .00 7 2 .10 .0 3.20 24.00 1.34 --- 12.26 1.72 686.2 STRUCTURE 8 RESVOR .00 7 2 .10 .0 3.20 24.00 1.33 74.21 12.31 1.65 659.2 STRUCTURE 8 ADDHYD .03 7 2 .10 .0 3.20 24.00 2.22 76.70 13.07 11.95 459.3 STRUCTURE 8 ADDHYD .03 7 2 .10 .0 3.20 24.00 3.24 79.35 13.17 18.80 560.3 STRUCTURE 4 RUNOFF .05 7 2 .10 .0 3.20 24.00 .37 --- 12.51 4.63 10?.3 STRUCTURE 4 RESVOR .05 7 2 .10 .0 3.20 24.00 .77 52.20 12.53 4.64 102.3 XIECTION 8 RUNOFF .00 7 2 .10 .0 3.20 24.00 .13 --- 13.10 .04 12.5 XSECTION 8 ADDHYD .05 7 2 .10 .0 3.20 24.00 .36 --- 12.53 4.67 96.5 XSECTION 8 ADDHYD .08 7 2 .10 .0 3.20 24.00 1.54 --- 13.05 21.19 258.6 ALTERNATE 1 STORM 10 STRUCTURE 1 RUNOFF .02 7 2 .10 .0 4.70 24.00 1.67 --- 12.45 13.97 636.1 STRUCTURE 1 RESVOR .02 7 2 .10 .0 4.70 24.00 1.00 80.95 13.29 4.11 196.7, XSECTION 1 REACH .02 7 2 .10 .0 4.70 24.00 1.00 --- 13.72 3.57 162.2 STRUCTURE 3 RUNOFF .�-1 7 2 .10 .0 4.70 24.00 2.21 --- 12.23 12.42 1150.4 STRUCTURE 3 RESVOR .01 7 2 .10 .0 4.70 24.00 .B2 82.50 13.90 1.31 121.0 XSECTION 1 REACH .01 7 2 .10 .0 4.70 24.00 .82 --- 14.60 1.0b 98.5 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 4.70 24.00 1.60 --- 13.04 26.16 363.9 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 4.70 24.00 .94 78.57 13,99 4.13 12`.9 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 4.70 24.00 1.39 84.70 13.14 27.41 261.8 STRUCTURE 2 RESVOR .10 7 2 .10 .0 4.70 24.00 1.39 80.09 14.68 12.38 119.3 STRI!CTIIRF 2 DIVFPT -01 7 10 1 A A 4 76 P4 Ai1 19 Qa PA AQ 1 L kq 17 130 i LhO 0 5 SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SB MI) (HR) (HR) (1N) (HR) (1N) (FT) (HR) (CFS) (Csm) ALTEWTE 1 STORM 10 XSECTION 2 DIVERT .10 7 2 .10 .0 4.70 24.00 .00 --- .00 .00 .0 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 4.71) 24.00 2.05 --- 12.89 11.32 523.9 STRUCTURE 6 RESVDR .02 7 2 .10 .0 4.70 24.00 2.05 76.18 13.19 9.84 455.7 STRUCTURE 7 RUNOFF .03 7 2 .10 .0 4.70 24.00 2.29 --- 12.94 16.37 566.5 STRUCTURE 7 RESVDR .03 7 2 .10 .0 4.70 24.00 2.29 75.52 13.67 9.6B 335.0 STRUCTURE 7 DIVERT .00 7 2 .10 .0 4.70 24.00 34.70 75.52 13.67 9.88 5075.0 XSECTION 3 DIVERT .03 7 2 .10 .0 4.70 24.00 .00 --- .00 .00 .0 STRUCTURE 7 ADDHYD .02 7 2 .10 .0 4.70 24.00 4.70 B2.01 13.33 19.17 B15.3 STRUCTURE 8 RUNOFF .00 7 2 .10 .0 4.70 24.00 2.54 --- 12.25 3.23 1293.9 STRUCTURE 8 RESVDR .00 7 2 .10 .0 4.70 24.00 2.54 74.57 12.29 3.15 1261.1 STRUCTURE B ADDHYD .03 7 2 .10 .0 4.70 24.00 4.49 78.55 13.31 19.62 754.3 STRUCTURE 8 ADDHYD .03 7 2 .10 .0 4.70 24.00 7.92 91.28 13.48 30.87 920.3 STRUCTURE 4 RUNOFF .05 7 2 .10 .0 4.70 24.00 1.07 --- 12.42 1B.27 403.2 STRUCTURE 4 RESVDR .05 7 2 .10 .0 4.70 24.00 1.07 53.75 12.45 18.19 401.E XSECTION 8 RUNOFF .00 7 2 .10 .0 4.70 24.00 .57 --- 12.30 .62 200.9 XSECTION P ADDHYD .05 7 2 .10 .0 4.70 24.00 1.04 --- 12.44 18.75 387.5 XSECTION 8 ADDHYD .08 7 2 .10 .0 4.70 24.00 3.91 --- 12.52 40.37 492.E ALTERNATE 1 STORM 25 _ STRUCTURE i RUNOFF .02 7 2 .10 .0 5.50 24.00 2.24 --- 12.44 19.14 870.1 STRUCTURE 1 RESVDR .02 7 2 .10 .0 5.50 24.00 1.59 81.01 12.93 9.37 425.8 XSECTION 1 REACH .02 7 2 .10 .0 5.50 24.00 1.5B --- 13.22 7.93 355.9 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 5.50 24.00 2.86 --- 12.23 16.09 1499.8 - STRUCTURE 3 R,ESVOR .01 7 2 .10 .0 5.50 24.00 1.47 B2.51 12.69 4.52 418.5 XSECTION 1 REACH .01 7 2 .10 .0 5.50 24.00 1.47 --- 13.10 2.97 274.5 - STRUCTURE 2 RUNOFF .07 7 2 .10 .0 5.50 24.00 2.16 --- 13.01 36.27 504.4 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 5.50 24.00 1.54 79.75 13.20 10.73 327.2 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 5.50 24.00 1.97 90.70 13.09 46.42 443.3 STRUCTURE 2 RESVDR .10 7 2 .10 .0 5.50 24.00 1.97 80.52 14.96 14.17 135.3 STRUCTURE 2 DIVERT .01 7 2 .10 .0 5.50 24.00 27.16 BO.42 15.00f 13.86* 1B38.7 XSECTION 2 DIVERT .10 7 2 .10 .0 5.50 24.00 .01 BO.42 15.00? .31? 3.2 - STRUCTURE 6 RUNOFF .02 7 2 .10 .0 5.50 24.00 2.6B --- 12.87 14.96 6T2.8 STRUCTURE 6 RESVDR .02 7 2 .10 .0 5.50 24.00 2.68 76.62 13.31 11.54 534.1 STRUCTURE 7 RUNOFF .03 7 2 .10 .0 5.50 24.00 2.95 --- 12.93 21.24 734.9 STRUCTURE 7 RESVDR .03 7 2 .10 .0 5.50 24.00 2.95 76.1E 13.80 10.90 377.3 STRUCTURE 7 DIVERT .00 7 2 .10 .0 5.50 24.00 44.77 76.18 13.90 10.90 5716.8 XSECTION 3 DIVERT .03 7 2 .10 .0 5.50 24.00 .00 --- .00 .00 .0 `- STRUCTURE 7 ADDHYD .02 7 2 .10 .0 5.50 24.00 6.09 84.21 13.45 22.27 947.5 STRUCTURE 8 RUNOFF .00 7 2 .10 .0 5.50 24.00 3.23 --- 12.24 4.09 1638.0 -STRUCTURE 8 RESVDR .00 7 2 .10 .0 5.50 24.00 3.23 74.77 12.29 3.99 1598.0 STRUCTURE 8 ADDHYD .03 7 2 .10 .0 5.50 24.00 5.92 79.32 13.40 22.79 876.4 STRUCTURE 8 ADDHYD .03 7 2 .10 .0 5.50 24.00 10.61 92.59 13.65 36.31 1082.4 _ STRUCTURE 4 RUNOFF .05 7 2 .10 .0 5.50 24.00 1.53 --- 12.41 27.54 607.9 STRUCTURE 4 RESVDR .05 7 2 .10 .0 5.50 24.00 1.53 55.19 12.49 26.27 580.0 Ycpr T 111N A GImur AA 1 2 IA 11 S c:i► 121. AA o 113 o13 I to one 6 XSECTION 8 ADDHYD .05 7 2 .10 .0 5.50 24.00 1.49 --- 12.40 27.14 560.7 SECTION! STANDARD RAIN ANTEC MAIN PRECIPITATION PEAS; DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (S9 MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFE) (CSM) ALTERNATE 1 STORM 25 XSECTION 8 ADDHYD .08 7 2 .10 .0 5.50 24.00 5.22 --- 12.55 53.07 647.7 ALTERNATE 1 STORM 50 STRUCIURE 1 RUNOFF . .02 7 2 .10 .0 6.20 24.00 2.77 --- 12.43 23.09 1095.7 STRUCTURE 1 RESVOR .02 7 2 .10 .0 6.20 24.00 2.11 81.05 12.77 15.44 701.6 XSECTION 1 REACH .02 7 2 .10 .0 6.20 24.00 2.11 --- 13.03 13.24 601.7 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 6.20 24.00 3.45 --- 12.22 19.36 1792.5 STRUCTURE 3 RESVOR .01 7 2 .10 .0 6.20 24.00 2.05 82.53 12.51 9.96 921.9 XSECTION 1 REACH .01 7 2 .10 .0 6.20 24.00 2.07 --- 12.77 6.64 614.4 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 6.20 24.00 2.68 --- 13.00 45.64 634.7 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 6.20 24.00 2.09 81.97 12.97 18.78 512.5 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 6.20 24.00 2.50 96.37 12.99 64.38 614.9 STRUCTURE 2 RESVOR .10 7 2 .10 .0 6.20 24.00 2.50 80.92 15.20* 15.13f 144.5 STRUCTURE 2 DIVERT .01 7 2 .iO .0 6.20 24.00 33.66 80.47 15.20* 14.02+ 1859.8 XSECTION 2 DIVERT .10 7 2 .10 .tI 6.20 24.00 .09 80.47 15.20* 1.11* 11.5 STRUCTURE 6 RUNOFF .02 7 2 .lip .0 6.20 24.00 3.25 --- 12.86 18.29 946.1 STRUCTURE 6 RESVOR .02 7 2 .10 .0 6.20 24.00 3.25 76.96 13.41 12.53 579.9 STRUCTURE 7 RUNOFF .03 7 2 .10 .0 6.20 24.00 3.55 --- 12.92 25.61 086.3 STRUCTURE 7 RESVOR .03 7 2 .10 .0 6.20 24.00 3.55 '76.54 13.94 11.44 396.0 STRUCTURE 7 DIVERT .00 7 2 .10 .0 6.20 24.00 53.61 76.36 13.90# 11.18* 586t�.44 XSECTION 3 DIVERT .03 7 2 .10 .0 6.20 24.00 .02 76.36 13.90? .267 9.8 STRUCTURE 7 ADDHYD .02 7 2 .10 .0 6.20 24.00 7.34 85.20 13.44 23.67 1006.7 STRUCTURE 8 RUNOFF .00 7 2 .10 .G 6.20 24.00 336 --- 12.24 4.86 1942.6 STRUCTURE 8 RESVOR .00 7 2 .10 .0 6.20 24.00 3.85 74.95 12.29 4.74 18�7.2 STRUCTURE 8 ADDHYD .03 7 2 .10 .0 6.20 24.00 7.00 79.69 13.37 24.29 932.5 STRUCTURE B ADDHYD .03 7 2 .10 .0 6.20 24.00 12.99 83.03 13.41 39.14 1136.9 STRUCTURE 4 RUIIOFF .05 7 2 .10 .G 6.20 24.00 1.97 --- 12.40 36.40 803.5 STRUCTURE 4 RESVOR .05 7 2 .10 .0 6.20 24.00 1.97 56.55 12.53 32.16 709.9 XSECTION 8 RUNOFF .00 7 2 .10 .0 6.20 24.00 1.24 --- 12.30 1.75 563.0 XSECTION 8 ADDHYD .05 7 2 .10 Al 6.20 24.010 1.92 --- 12.50 33.27 607.4 XSECTION 8 ADDHYD .09 7 2 .10 .0 6.20 24.00 6.45 --- 12.64 63.14 770.5 ALTERNATE 1 STORM 99 STRUCTURE 1 RUNOFF .02 7 2 .10 .0 6.90 24.00 3.33 --- 12.43 28.79 1308.7 STRUCTURE 1 RESVOR .02 7 2 .10 .0 6.90 24.00 2.66 B1.09 12.70 21.40 972.5 XSECTION 1 REACH .02 7 2 .10 .0 6.90 24.00 2.66 --- 12.93 19.86 857.3 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 6.90 24.00 4.06 --- 12.22 22.69 2101.0 STRUCTURE 3 RESVOR .01 7 2 .10 .0 6.90 24.00 2.69 B2.55 12.43 15.56 1440.8 XSECTION 1 REACH .()1 7 2 .0 .0 6.90 24.00 2.67 --- 12.66 10.96 1014.6 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 6.90 24.00 3.23 --- 12.99 55.38 770.3 �TRUCTURE 2 ADDHYD .03 7 2 .10 .G 6.90 24,00 2.66 84,76 12.85 27.59 841.2 STRUCTURE 2 ADDHYD .1(1 7 2 .10 .0 6.90 24.00 3.05 101.95 12.92 82.04 793.6 STRUCTURE 2 RESVOR .10 7 2 .10 .0 6.90 24.00 3.05 81.15 15.46 16.17 154.5 STRUCTURE 2 DIVPIRI .01 7 2 J O C. 6.-�fl 24.00 39.29 80.52 15.50* 14.19* 1892.5 Inc Tn" ] "IIrnT i A n n J h n - r Ft.I n, z:. .� •i- •• s SECTION! STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (59 MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE I STORM 99 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 6.90 24.00 3.85 --- 12.96 21.67 1003.1 STRUCTURE 6 RESVOR .02 7 2 .10 .0 6.90 24.00 3.85 77.36 13.49 13.66 632.2 STRUCTURE 7 RUNOFF .03 7 2 .10 .0 6.90 24.00 4.17 --- 12.92 30.06 1040.2 STRUCTURE 7 RESVOR. .03 7 2 .10 .0 6.90 24.00 4.17 76.92 14.06 11.97 414.2 STRUCTURE 7 DIVERT .00 7 2 .10 .0 6.90 24.00 62.13 76.42 14.104 11.27s 5909.4 XSECTION 3 DIVERT .03 7 2 .10 .0 6.90 24.00 .07 76.42 14.10? .70? 25.9 STRUCTURE 7 ADDHYD .02 7 2 .10 .0 6.90 24.00 9.58 86.09 13.50 ?4.90 1059.3 STRUCTURE 8 RUNOFF .00 7 2 .10 .0 6.90 24.00 4.49 --- 12.23 5.63 2251.7 STRUCTURE 8 RESVOR .00 7 2 .10 .0 6.90 24.00 4.49 75.14 12.28 55.50 2198.8 STRUCTURE 8 ADDHYD .03 7 2 .10 .0 6.90 24.00 8.18 79.99 13.43 25.57 983.2 STRUCTURE 8 ADDHYD .03 7 2 .10 .0 6.90 24.00 15.31 83.38 13.47 39.57 1179.5 STRUCTURE 4 RUNOFF .05 7 2 .10 .0 6.90 24.00 2.43 --- 12.39 45.91 1011.3 STRUCTURE 4 RESVOR .05 7 2 .10 .0 6.90 24.00 2.43 58.06 12.57 37.27 822.9 XSECTION 8 RUNOFF .00 7 2 .10 .0 6.90 24.00 1.61 --- 12.29 2.36 761.0 XSECTION 8 ADDHYD .05 7 2 .10 .0 6.90 24.00 2.38 --- 12.54 38.62 798.0 XSECTION 8 ADDHYD .09 7 2 .10 .0 6.90 24.00 7.67 --- 12.67 71.69 074.9 8 SUMMARY TABLE 2 - SELECTED MODIFIED ATT-KIN REACH ROUTINGS IN ORDER OF STANDARD EXECUTIVE CONTROL INSTRUCTIONS (A STAR(*) AFTER VOLUME ABOVE BASE(IN) INDICATES A HYDROGRAPH TRUNCATED AT A VALUE EXCEEDING BASE -� 10% OF PEAL; A BUESTION MARK(?) AFTER COEFF.(C) INDICATES PARAMETERS OUTSIDE ACCEPTABLE LIMITS, SEE PREVIOUS WARNINGS) HYDROGRAPH INFORMATION ROUTING PARAMETERS PEAS: ---------------------------------------------- ----------------------------------------------------------- OUTFLOW+ VOLUME MAIN ITER- O AND A PEAK SID ATT- TRAVEL TIME XSEC REACH INFLOW OUTFLOW INTERV.AR.EA BASE- ABOVE TIME ATION EQUATION LENGTH RATIO SPEAK K14 STOR- KINE- ----------- ----------- ----------- ----------- ID LENGTH PEAK TIME PEAK TIME PEAK TIME FLOW BASE I4CR � COEFF POWER FACTOR 0/1 (K) COEFF AGE MATIC (FT) (CFS) (HR) (CFS) (HR) (CFS) (HR) (CFS) (IN) (HR) (X) (M) (Kt) (90 (SEC) (C) (HR) iHR) ALTERNATE 1 STORM 2 1 1400 0 22.4 0 23.2 --- --- 0 .47 .14 1 .414 1.51 .175 .996 2571 .13 .AA .''3 1 1790 0 ,A 0 ,0 --- --- !► .00 .1(! p .At7p .(!p .pnp .Op(! (, ,r,(! ,(!r, ,fii, ALTERNATE 1 STORM 10 1 1400 4 13.3 4 13.7 --- --- r, 1.00 .10 l .414 1.51 .fi44 .864 1038 .30 .40 .30 1 1700 1 13.9 1 14.6 --- --- 0 .82 .10 1 .486 1.51 .062 .914 1664 .20 .70 .49 ALTERNATE: 1 STORM 25 1 1400 9 12.9 8 13.2 --- --- 0 1.58 .10 1 .414 1.51 .050 .839 79B .37 .30 .23 1 17AA 5 12.7 3 13.1 --- --- 0 1.47 .10 1 .486 1.51 .090 .656 10911 1 .29 .40 .33 ALTERNATE 1 STORM 59 1 1400 15 12.8 13 12.0 --- --- 0 2.11 .10 1 .414 1.51 .053 .850 666 .43 .20 .19 l 17AO 10 12.5 7 12.9 --- --- 0 2.05 .10 1 .496 1.51 .120 .665 841 .35 .30 .25 ALTERNATE 1 STORM 99 1 1400 21 12.7 19 12.9 --- --- 0 2.66 .10 1 .414 1,51 .052 .878 596 .46 .20 .17 1 1700 15 12.4 11 12.7 --- --- 0 2.69 .10 1 .486 1.51 .123 .708 727 .40 .30 .21 9 SUMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTION/ DRAINAGE STRUCTURE AREA STORM NUMBERS.......... ID (90 MIl 2 10 25 50 99 STRUCTURE 8 .03 ALTERNATE 1 18.80 30.87 36.31 38.14 39.57 - STRUCTURE 7 .02 ALTERNATE 1 11.64 19.17 22.27 23.67 24.90 - STRUCTURE 6 .02 ALTERNATE 1 5.08 9.84 11.54 12.53 13.66 _ STPUCTURE 4 .05 ALTERNATE 1 4.64 15.19 26.27 32.16 37.27 STRUCTURE 3 .01 - ALIERNATE 1 .00 1.31 4.52 9.96 15.56 STRUCTURE 2 .01 ALTERNATE 1 7.40 12.38 13.86 14.02 14.19 STRUCTURE 1 .02 - ALTERNATE 1 .28 4.11 9.37 15.44 21.40 XSECTIOH 1 .01 ALTERNATE 1 .00 1.06 2.97 6.64 10.96 XSECTION 2 .10 ALTERNATE 1 .00 .00 .31 1.11 1.98 XSECTION 3 .03 ALTERNATE 1 .00 .00 .00 .26 .70 XSECTION 8 .08 ALTERNATE 1 21.19 40.37 53.07 63.14 71.69 - END OF 1 JOBS IN THIS RUN 10 LIST OF INPUT DATA FOR TR-20 HYDRDLOBY***** *****r*t*ff* JDE TR-20 SUMMARY NOPLOTS TITLE 001 FELDON ROAD RUNOFF ANALYSIS - S. WINDSOR TITLE DEVELOPED RUNOFF CONDITIONS 5 RAINFL 7 0.20 8 0.0 0.002 0.004 0.(106 0.008 8 0.010 0.012 0.014 0.016 (!.f)?B B 0.020 0.022 0.024 0.027 ri,n29 8 0.f31 0.034 0,n36 0,n38 0.041 9 0.043 0.046 0.049 0.051 0.054 . 8 0.057 0.060 0.063 0.066 0.069 8 0.072 t►.075 0.079 0.082 0.085 8 0.09 0.093 0.097 0.103 0.109 B 0.115 0.121 0.127 0.134 t1.140 8 0.14B 0.155 0.163 0.171 0.180 8 0.189 0.199 0.210 0.222 0.235 8 0.250 0.266 0.2B7 0.312 0.363 8 0.500 0.638 0.6B9 0.714 0.734 B 0.751 0.766 0.779 0.790 0.001 B 0.811 0.821 0.829 0.828 0.B45 8 0.953 0.860 0.B67 0.B74 0.BB0 8 0.996 0.992 0.B98 0.903 0.909 8 0.911 0.915 0.919 0.922 0.925 8 t1.929 0.932 0.935 0.938 0.941 B 0.944 0.946 0.949 0.952 0.955 8 0.957 0.960 0.962 0.965 0.967 9 0.969 0.972 0.974 0.976 0.978 B n.781 0.983 0.985 0.907 i1.999 B 0.991 0.993 0,975 0.997 0.999 8 1.000 1.000 1.000 1.000 1.000 9 ENDTBL 2 XSECTN 002 1.(1 82.0 8 B0.4 0.0 t�.0 f? B1.0 9.62 B.25 B B2.0 64.16 32.00 9 ENDTBL ? XSECTN 003 1.0 76.5 B 76.3 0.0 0.0 8 76.4 0.473 1.04 8 76.5 1.524 2.16 9 ENDTBL 3 STRUCT 01 8 91) n.0 A A B 80.9 0.001 0.7B 9 81.0 7.65 (1.99 B B1.1 23.24 1.22 8 01.2 45.63 1.48 9 B1.4 110.B5 2.06 8 82.0 485.66 4.37 9 ENDTFL 3 STRUCT 02 8 i8.0 0.8 0.003 9 79.0 6.6 0.165 8 79.5 9.5 0.596 A AA 1? 1 A 1) 1 AA4 i! 8 90.4 13.9 3.014 LIST OF INPUT DATA 1CONTINUED)t{F*ffttttttttfttttttt B B1.0 15.7 6.651 - 9 ENDTBL 3 STRUCT 03 B B1.7 0.0 0.0 - 8 82.0 0.0001 0.013 8 F2.1 0.0002 t+.055 0 B2.5 0.0003 0.796 B 62.6 33.2 1.111 `- G ENDTBL 3 STRUCT 04 8 51.14 0.0 0.0 8 52.0 2.9 0.005 . 8 54.0 20.4 0.039 8 56.0 30.3 0.113 _ B 59.0 37.1 t1.329 8 60.0 42.7 O.BO2 9 ENDTBL 3 STRUCT 06 - 8 74.46 0.0 0.0 B 75.0 0.8 0.046 8 76.0 2.4 0.393 - 8 76.7 3.0 0.857 8 79.0 3.8 1.932 8 79.5 4.1 2.379 _ 9 ENDTBL 3 STRUCT 07 8 73.3 0.0 0.0 8 74,0 0.6 0.016 8 76.0 2.3 0.281 8 78.0 3,B 1.040 9 ENDTBL 3 STRUCT OB 8 74.5 0.0 0.0 B 75.0 0.6 0.036 B 76.0 2.3 0.214 8 77.0 3.2 0.444 8 78.0 3.8 0.705 9 ENDTBL 3 STRUCT 10 B 73.49 0.0 0.0 8 74.0 0.8 0.002 - B 75.5 7.0 0.032 9 FNDTBL 6 RUNOFF 1 01 5 0.022 68.0 0.58 6 RESVOR 2 01 5 6 6 REACH 3 001 6 7 1400.0 0.413E 1.5+069 6 RUNOFF 1 03 5 0.0108 75.0 0.24 6 RESVOR 2 03 5 6 6 REACH 3 001 6 5 1700.0 0.4960 1.5069 6 RUNOFF 1 02 6 0.0719 67.0 1.38 6 ADDHYD 4 02 7 5 4 _ 6 ADDHYD 4 02 4 6 7 6 RESVOR 2 02 7 6 6 DIVERT 6 02 6 7 1 0.072 2. 6 SAVMOV 5 02 7 1 6 RUNOFF 1 06 5 0.0194 77.0 0.26 6 RESVOR 2 06 5 6 6 SAVMOV 5 06 6 2 12 6 RUNOFF 1 07 5 0.0083 13.0 0.90 LIST OF INPUT DATA ICONTIt1UED)+ ?�# fttt; #t+ 6 RES%1OR 2 07 5 7 6 RA;,I'll 5 f,7 7 3 6 RUNOFF 1 08 5 0.0036 85.0 0.21 6 RE5VOR 2 08 5 6 6 ADDHYD 4 08 6 2 4 6 RU40FF 1 609 5 A.0253 69.0 0.51 6 ADDHYD 4 009 5 4 7 6 ADDHYD 4 A09 7 3 6 6 RUNOFF 1 10 F A,hoj 3 61.0 (1.18 5RESOR2 105 7 6 ADDHYD 4 A09 6 7 2 6 WHY D 4 009, 2 1 4 6 RUNOFP 1 04 5 0.0453 59.0 0.48 6 RESVnR 2 04 5 6 6 RUNOFF 1 009 7 0.0031 50.0 0.28 6 ADDHYD 4 0(19 4 6 3 6 ADDHYD 4 008 7 3 1 ENDATA 7 INCREM 6 0.1 COMPUT 7 01 Ve 3.2 1.0 7 2 02 02 ENDCMP 1 7 COMPUT 7 01 009 4.7 1.0 7 2 02 10 EMDCMP 1 7 COMPUT 7 01 009 5.5 Mi 7 2 02 25 ENDCMP 1 COMPUT 7 01 008 6.2 1.0 7 2 02 50 ENDCHP 1 7 COMPUT 7 01 Y'S 6.9 1.0 7 2 02 99 ENDCMP 1 ENDJOR 2 +��+s#+sa+fxf*siF �F#!t#E ?Eik+ + t�f#E>vD OF 80-80 LILT+}+ f+ +�tff � +tft + +E�F�t3�F+fst 13 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A SIAR(f) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION! STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK, DISCHARGE STRUCTURE CONTROL DRAINAGE IABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (So MI) (HR) (HR) (IN) (HR) (IN) (FT) (HP) (CFS) (CSM) ALTERNATE 2 STORM 2 STRUCTURE i RUNOFF .02 7 2 .10 .0 3.20 24.00 .73 --- 12.49 5.54 251.7 STRUCTURE 1 RESVOR .02 7 2 .10 .0 3.20 24.00 .07 80.90 22.40? .28? 12.6 XSECTION I REACH .02 7 2 .10 .0 3.20 24.00 .06 --- 23.20? .257 11.3 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 3.20 24.00 1.09 --- 12.25 -6.12 566.4 STRUCTURE 3 RESVOR .01 7 2 .10 .0 3.20 24.00 .00 --- .00 .00 .0 XSECTION 1 REACH .01 7 2 .10 .0 3.20 24.00 .00 --- .00 .00 .0 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 3.20 24.00 .69 --- 13.12 9.90 137.7 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 3.20 24.00 .04 77.68 23.20? .25? 7.6 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 3.20 24.00 .49 79.58 13.12 9.90 94.6 STRUCTURE 2 RESVOR .10 7 2 .10 .0 3.20 24.00 .49 79.14 13.69 7.40 70.6 STRUCTURE 2 DIVERT .01 7 2 .10 .0 3.20 24.00 6.74 79.14 13.69 7.40 981.2 YSECTION 2 DIVERT .10 7 2 .10 .0 3.20 24.00 .00 --- .00 .00 .0 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 3.20 24.00 1.21 --- 12.26 11.50 625.0 STRUCTURE 6 RESVOR .02 7 2 .10 .0 3.20 24.00 1.21 76.06 12.89 2.45 133.1 STRUCTURE 7 RUNOFF .01 7 2 .10 .0 3.20 24.00 .98 --- 12.68 2.40 289.7 STRUCTURE 7 RESVOR .01 7 2 J 0 .0 3.20 24.00 .98 74.64 13.42 1.14 137.7 STRUCTURE 8 RUNOFF .00 7 2 .10 .0 3.20 24.00 1.76 --- 12.20 3.37 936.7 STRUCTURE 8 RESVOR .00 7 2 .10 .0 3.20 24.00 1.75 75.39 12.54 1.26 350.1 STRUCTURE 8 ADDHYD .02 7 2 .10 .0 3.20 24.00 1.30 77.90 12.63 3.69 167.3 XSECTION 9 RUNOFF .03 7 2 .10 3.20 24.00 .78 --- 12.44 7.37 291.5 XSECTION 9 ADDHYD .05 7 2 .10 .0 3.20 24.00 1.02 --- 12.46 10.88 230.0 XSECTION 9 ADDHYD .06 7 2 .10 .0 3.20 24.00 1.01 --- 12.47 11.56 208.0 STRUCT1RE if) RUNOFF .00 7 2 .10 .0 3.20 24.00 .44 --- 12.30 .25 188.9 STRUCTURE 10 RESVOR .00 7 2 .10 .0 3.20 24.00 .44 73.65 12.30 .25 190.8 XSECTION 9 ADDHYD .06 7 2 .10 .0 3.20 24.00 1.00 --- 12.46 11.73 206.1 XSECTION 9 ADDHYD .06 7 2 .10 .0 3.20 24.00 1.67 --- 13.00 14.31 222.1 STRUCTURE b RUNOFF .05 7 2 .10 .0 3.20 24.00 .37 --- 12.51 4.63 102.3 _ STRUCTURE 4 RESVOR .05 7 2 .10 .0 3.20 24.00 .37 52.20 12.53 4.64 102.3 XSECTION 8 RUNOFF .00 7 2 .10 .0 3.20 24.00 .13 --- 13.10 .04 12.5 XSECTION 8 ADDHYD .11 7 2 .10 .0 3.20 24.00 1.14 --- 12.54 1B.44 169.1 XSECTION 8 ADDHYD .11 7 2 .10 .0 3.20 24.00 1.11 --- 12.55 18.47 163.7 ALTERNATE 2 STORM 10 STRUCTURE I RUNOFF .02 7 2 .10 .0 4.70 24.00 1.67 --- 12.45 13.99 636.1 STRUCTURE 1 RESVOR .02 7 2 .10 .0 4.70 24.00 1.00 90.95 13.29 4.11 186.7 XSECTION 1 REACH .02 7 2 .10 .0 4.70 24.00 1.00 --- 13.72 3.57 162.2 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 4.70 24.00 2.21 --- 12.23 12.42 1150.4 STRUCTURE 3 RESVOR .01 7 2 .10 .0 4.70 24.00 .82 92.50 13.90 1.31 121.1 XSECTION 1 REACH .01 7 2 .10 .0 4.70 24.00 .82 --- 14.60 1.07 98.7 - STRUCTURE 2 RUNOFF .07 7 2 .10 .0 4.70 24.00 1.60 --- 13.04 26.16 363.9 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 4.70 24.00 .94 79.57 13.98 4.13 126.1 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 4.70 24.00 1.39 84.70 13.14 27.41 261.9 14 SECTI@!I/ ST►NDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE SIRUCTURE CONTROL DRAINAGE TAPLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA f COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (99 m!) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CS';► STRUCTURE 2 RESVOR .10 ? 2 .10 .0 4,70 24.00 1.39 80,0? 14.b8 12.39 118.3 STRUCTURE 2 DIVERT ,(+( 7 a ,10 ,i► 4.70 24.0+j 19.33 80.09 14.68 12.39 1643.(' XSECTION 2 DIVERT .i0 7 2 .10 .0 4.70 24.00 .00 --- ,(+rj .001 ,rr STRUCTURE 6 RUNOFF .02 7 2 .10 .0 4.70 24.Ai) 2.37 --- 12.24 22.44 12!9.3 STRUCTURE b RESVOR .02 7 2 .1A ,0 4.70 24.00 2.37 76.90 13.30f 3.124 169.9 STRUCTURE 7 RUNOFF .(,1 7 2 .10 .0 4.70 24.00 2.05 --- 12.65 5.31 639.7 STRUCTURE 7 RESVOR, .01 7 2 .10 .0 4.70 24.00 2.05 75.90 13.45 2.21 266.E STRUCTURE 8 RUNOFF .(+0 7 2 .10 .0 4.70 24.00 12.0 5.83 i620.0 STRUCTURE 8 RESVOR .00 7 2 .10 .t+ 4.70 24.00 3.08 75.8Q 12.54 2.11 STRUCTURE 8 ADDHYD .02 7 2 .10 .0 4.70 24.00 2.49 80.26 12.61 5.16 236.4 XSECTION 9 RUNOFF .03 7 2 .I0 .0 4.70 24.00 1.74 --- 12.60 17.92 708.2 XSECTION 9 ADDHYD .05 7 2 .10 .0 4.70 24.00 2.09 --- 12.42 22.89 483.9 XSECTION 9 ADDHYD .06 7 2 .i0 .!� 4.�0 24.00 2.08 --- 12.42 23.90 429.8 S?R!ICTURE If, RUNOFF .00 7 2 .0 .0 4.70 24.00 i.19 --- 12.20 .81 622.1 STRUCTURE 1(r RESVOR .00 7 2 .10 .0 4.70 24.00 1.19 73.97 12.30 .78 579.8 XSECTION 9 ADDHYD .06 7 2 .10 .0 4.70 24,00 2.06 --- 12.41 24.44 429. XSECTION a ADDHYD .06 7 2 .10 .0 4.70 24.00 4.08 --- 12.48 30.41 471.9 STRUCTURE 4 RUNOFF .05 7 ? .10 .0 4.70 24.00 1.07 --- 12.42 18.27 403.2 STW;'TURE 4 RESVOR .05 7 ? .10 .0 4.70 24.00 1.07 53.75 12.45 19.19 401.6 XSECTION 8 RUNOFF .00 7 2 .10 .0 4.70 24.00 .57 --- 1.2,30 .62 200.7 XSECTION 8 ADDHYD .11 7 2 .10 .0 4.70 24.00 2.94 --- 12.46 48.46 441.6 XSECTION 8 ADDHYD .11 7 2 .10 .0 4.70 24.00 2.79 --- 12.46 49.99 434.2 ALTERNATE 2 STORM 25 STRUCTURE 1 RUNOFF .02 7 2 .10 .0 5.50 24.00 2.24 --- 12.44 17.14 870.1 STRUCTURE 1 RESVOR .02 7 2 .0 .0 5.5(+ 24.00 1.58 81.01 12.93 9.37 425.9 XSECTION 1 REACH .02 7 2 .10 .0 5.50 24.00 1.58 --- 13.22 7.83 355.9 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 5.50 24.00 2.96 --- 12.23 i6.0$ 1488.9 STRUCTURE 3 RESVOR .01 7 2 .10 .0 5.50 24.00 1.47 82.51 12.69 4.52 418.9 XSECTION 1 REACH .01 7 2 .10 .0 5.50 24.00 1.47 --- 13.09 2.97 274.9 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 5.50 24.00 2.16 --- 13.01 36.27 504.4 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 5.50 24.00 1.54 79.75 13.20 10.74 321.3 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 5.50 24.00 1.97 90.70 13.09 46.42 443.4 STRUCTURE 2 RESVOR .10 7 2 .If) .0 5.50 24.00 1.97 80.52 14.96 14.17 135.3 STRUCTURE 2 DIVERT .Oi 7 2 .10 .0 5.50 24.00 27.16 80.42 15.00} 13.86* 1838.7 XSEITION 2 DIVERT .10 7 2 .10 .0 5.50 24.00 .01 80.42 15.00? .31? 3.2 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 5.50 24.00 3.05 --- 12.24 28.71 1560.1 STRUF TURE 6 RESVOR .02 7 2 .10 .0 5.50 24.00 3.04 77.36 13.5r1; 3.41* 185.1 STRUCTURE 7 RUNOFF ,01 7 2 .10 .1 5.50 24.00 2.60 --- 12.64 7.01 8411.9 STRUCTURE 7 RESVOR .(+1 7 2 .10 .0 1; 24.00 2.68 76.27 13,56 2.50 301.3 STRUCTURE 8 fif!NOFF .(►n 7 2 .10 .0 5.50 24.00 3.93 --- 12.19 7.16 1909.3 STRUCTURE 8 RESV9R .00 7 2 .lei .0 5.50 24.00 3.83 76.13 12.55 2.42 67,72.2 STRUCTURE 8 ADDHYD .02 7 2 .10 .0 5.50 24.00 3.17 81.22 12.71 5.73 260.6 }SECTION 9 RUNOFF .03 '7 2 .i0 .0 5.50 24.00 2.33 --- 12.0 24.27 959.5 XSECTION 7 ADDHYD .05 7 2 .10 .;+ r, 511 24.00 2.72 -- 12.40 29 M Ain.2 15 SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK, DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE ISO MI) IHR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) XSECTION 9 ADDHYD .06 7 2 .10 .0 5.50 24.00 2.71 --- 12.41 31.03 552.0 STRUCTURE 10 RUNOFF .00 7 2 .10 .0 5.50 24.00 1.68 --- 12.21 1.18 905.0 STRUCTURE 10 RESVOR .00 7 2 .10 .0 5.50 24.00 1.67 74.07 12.30 1.11 850.F XSECTION 9 ADDHYD .06 7 2 .10 .0 5.50 24.00 2.69 --- 12.40 31.90 560.7 XSECTION 9 ADDHYD .06 7 2 .10 .0 5.50 24.00 5.55 --- 12.42 38.99 605.1 STRUCTURE 4 RUNOFF. .05 7 2 .10 .0 5.50 24.00 1.53 --- 12.41 27.54 607.9 STRUCTURE 4 RESVOR .05 7 2 .10 .0 5.50 24.00 1.53 55.19 12.49 26.27 580.0 XSECTION 8 RUNOFF .00 7 2 .10 .9 5.50 24.00 .91 --- 12.32 1.19 383.3 XSECTION 9 ADDHYD .11 7 2 .10 .0 5.50 24.00 3.89 --- 12.46 64.72 589.8 XSECTION 8 ADDHYD .11 7 2 .10 .0 5.50 24.00 3.81 --- 12.45 65.79 5B3.1 ALTERNATE 2 STORM 50 STRUCTURE i RUNOFF .02 7 2 .10 .0 6.20 24.00 2.77 --- 12.43 23.88 1085.7 STRUCTURE I RESVOR .02 7 2 .10 .0 6.20 24.00 2.11 81.05 12.77 15.44 701.6 XSECTION I REACH .02 7 2 .10 .0 6.20 24.00 2.11 --- 13.03 13.24 601.7 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 6.20 24.00 3.45 --- 12.22 19.36 1792.5 STRUCTURE 3 RESVOR .01 7 2 .10 .0 6.20 24.00 2.05 82.53 12.51 9.97 922.9 ?!SECTION 1 REACH .Ol 7 2 .10 .0 6,20 24.00 2.07 --- 12.77 6.64 615.2 _ STRUCTURE 2 RUNOFF .07 7 2 .10 .0 6.20 24.00 2.68 --- 13.00 45.64 634.7 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 6.20 24.00 2.09 81.97 12.97 18.78 572.E STRUCTURE 2 ADDHYD .10 7 2 .10 .0 6.20 24.00 2.50 96.37 12.99 b4.39 615.0 STRUCTURE 2 RESVOR .10 7 2 .10 .0 6.20 24.00 2.50 80.82 15.20f 15.13f 144.5 STRUCTURE 2 DIVERT .01 7 2 .10 .0 6.20 24.00 33.66 80.47 15.20f 14.02f 1959.8 XSECTION 2 DIVERT .10 7 2 .10 .0 6.20 24.00 .08 80.47 15.20f l.11f 11.5 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 6.20 24.00 3.65 --- 12.23 34.30 1864.3 STRUCTURE 6 RESVOR .02 7 2 .10 .0 6.20 24.00 3.65 77.78 13.60f 3.67f 199.3 STRUCTURE 7 RUNOFF .01 7 2 .10 .0 6.20 24.00 3.25 --- 12.63 9.56 1030.9 STRUCTURE 7 RESVOR .01 7 2 .10 .0 6.20 24.00 3.25 76.59 13.60f 2.73f 329.1 STRUCTURE 8 RUNOFF .00 7 2 .10 .0 6.20 24.00 4.49 --- 12.19 8.33 2312.9 STRUCTURE 8 RESVOR .00 7 2 .10 .0 6.20 24.00 4.48 76.35 12.57 2.61 725.5 STRUCTURE B ADDHYD .02 7 2 .10 .0 6.20 24.00 3.79 81.94 12.74 6.16 280.1 XSECTION 9 RUNOFF .03 7 2 .10 .0 6.20 24.00 2.97 --- 12.39 30.11 1190.0 - XSECTION 9 ADDHYD .05 7 2 .10 .0 6.20 24.00 3.29 --- 12.40 35.99 761.0 XSECTION 9 ADDHYD .06 7 2 .10 .0 6.20 24.00 3.29 --- 12.40 37.43 673.2 STRUCTURE 10 RUNOFF .00 7 2 .10 .0 6.20 24.00 2.14 --- 12.21 1.52 1167.3 _ STRUCTURE 10 RESVOR .00 7 2 .10 .0 6.20 24.00 2.14 74.16 12.26 1.44 1109.7 XSECTION 9 ADDHYD .06 7 2 .10 .0 6.20 24.00 3.26 --- 12.40 39.56 677.7 %SECTION 9 ADDHYD .06 7 2 .10 .0 6.20 24.00 6.82 --- 12.42 46.36 719.5 - STRUCTURE 4 RUNOFF .05 7 2 .10 .0 6.20 24.00 1.97 --- 12.40 36.40 B03.5 STRUCTURE 4 RESVOR .05 7 2 .10 .0 6.20 24.00 1.97 56.55 12.53 32.16 707.9 XSECTION 8 RUNOFF .00 7 2 .10 .0 6.20 24.00 1.24 --- 12.30 1.75 563.0 XSECTION 8 ADDHYD .11 7 2 .10 .0 6.20 24.00 4.82 --- 12.45 78.17 712.3 XSECTION B ADDHYD .11 7 2 .10 .0 6.20 24,00 4.72 --- 12.44 79.53 7fj4.8 ALTERNATE 2 STORM 99 STRUCTURE 1 RUNOFF .02 7 2 .10 .0 6.90 24.00 3.33 --- 12.43 29.79 1308.7 STRUCTURE 1 RESVOR .02 7 2 .10_ .0 6.90 24.00 R,6,h 16 SECTION! STANDARD RAIN ANTEC HAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIRE ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA 11 COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE IS8 MI) (HR) (HR) (IN) (HP) (IN) (FT) (HR) (CFS) (CSC+) XSECTION 1 REACH .02 7 2 .10 .0 6.90 24.0C� 2.66 --- 12.93 18.86 857.3 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 6.9+� 24.00 4.06 --- 12.22 22.69 2101.0 STRUCTURE 3 RESVOR .01 7 2 .10 .0 6.90 24.00 2.69 82.55 12.43 15.57 1441.8 XSECTION 1 REACH .01 7 2 .19 .0 6.90 24.00 2.67 --- 12.66 10.97 1915.4 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 6.90 24.00 3.23 --- 12.99 55.39 77t?.? STRUCTURE 2 ADDHYD .03 7 2 .10 .0 6.90 24.00 2.66 84.76 12.25 27.60 B41.3 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 6.90 24.00 3.0.5 101.95 12.92 92:04 723.6 STRUCTURE 2 RESVOR .10 7 2 .10 .0 6.90 24.00 3.05 B1.15 15.46 16.17 154.5 STRUCTURE 2 DIVERT .01 7 2 .!0 .0 6.90 24.00 39.99 80.52 15.51)* 14.19f 1882.5 XSECTION 2 DIVERT .10 7 2 .10 .0 6.90 24.00 .19 BO.52 15.46 1.99 20.4 STRUCTURE 6 RUNOFF .02 7 2 .!0 ,[+ 6.90 24.00 4.27 --- 12.23 39.97 2172.1 STRUCTURE 6 RESVOR .02 7 2 .10 .0 6.90 24.00 4.27 78.21 13.904 3.93f 213.4 STRUCTURE 7 RUNOFF .01 7 2 .10 .0 6.90 24.00 3.95 --- 12.63 10.14 1221.2 STRUCTURE 7 RESVOR .01 ? 2 .10 .0 6.90 24.00 3.84 76.91 13.71 2.99 359.0 STRUCTURE 8 RUNOFF .00 7 2 .10 .0 6.90 24.00 5.15 --- 12.10 9.49 2636.2 STRUCTURE B RESVOR .00 7 2 .10 .0 6.90 24.00 5.15 76.57 12.59 2.81 7R0.8 STRUCTURE 9 ADDHYD .62 7 2 .10 .0 6.90 24.00 4.41 82.68 12.75 6.61 300.3 XSECTION 9 RUNOFF .03 7 2 .10 .0 6.90 24.00 3.43 --- 12.39 36.12 1427.8 XSEETION 9 ADDHYD .05 7 2 J O .0 6.90 24.00 3.99 --- 12.39 42.3B B96,0 XSECTION 9 ADDHYD .06 7 2 .10 .0 6.90 24.00 3.8B --- 12.40 44.06 792.4 STRUCTURE 10 RUNOFF .00 7 2 .1�1 .0 6.90 24.00 2.63 --- 12,20 1.89 1443.0 STRUCTURE 10 RESVOR .00 7 2 .10 .0 6.90 24.00 2.62 74.24 12.26 1.70 1373.10 XSECT19M 9 ADDHYD .06 7 2 .10 .0 6.90 24.00 3.05 --- 12.39 45.45 798.9 XSECTION 9 WHYD .06 ? 2 .11) .0 6.90 24.00 8.07 --- 12.42 54.23 841.6 FTRUCTURE 4 RUNOFF .05 7 2 J A .0 6.90 24.00 2.43 --- 12.39 45.91 1(111.3 STRUCTURE 4 RESVOR .05 7 2 .10 .0 6.90 24.00 2.43 58.06 12.57 37.27 BE2.9 XSECTION 8 RUNOFF .00 7 2 .10 .0 6.90 24.00 1.61 --- 12.29 2.36 761.(i XSECTION 8 ADDHYD .11 7 2 .10 .0 6.90 24.00 5.74 --- 12.46 99.94 819.6 XSECTION 8 ADDHYD .11 7 2 .10 .0 6.90 24.00 5.63 --- 12.45 91.65 812.3 17 SUMMARY TABLE 2 - SELECTED MODIFIED ATT-KIN REACH ROUTINGS IN ORDER OF STANDARD EXECUTIVE CONTROL INSTRUCTIONS to STAR(*) AFTER VOLUME ABOVE BASE H N) INDICATES A HYDROGRAPH TRUNCATED AT A VALUE EXCEEDI►JG BASE + 10% OF PEAK A QUESTION MARK(?) AFTER COEFF.(C) INDICATES PARAMETERS OUTSIDE ACCEPTABLE LIMITS, SEE PREVIOUS WARNINGS) HYDROGRAPH INFORMATION ROUTING PARAMETERS PEAK ---------------------------------------------- ----------------------------------------------------------- DUTFLOWf VOLUME MAIN ITER- B AND A PEAK Sig ATT- TRAVEL TIME XSEC REACH INFLOW OUTFLOW INTERV.AREA BASE- ABOVE TIME ATION EQUATION LENGTH RATIO @PEAK KIN STOR- KINE- ----------- ----------- ----------- ----------- ID LENGTH PEAK TIME PEAK TIME PEAK TIME FLOW BASE INCR # COEFF POWER FACTOR 0/I (K) COEFF AGE MATIC (FT) (CFS) tHR) tCFS) (HR) tCFS) (HR) (CFS) tIN) tHR) IX) IN) tKf) (90 (SEC) IC) tHR) IHR) ALTERNATE 2 STORM 2 1 1400 0 22.4 0 23.2 --- --- 0 .07 .10 1 .414 1.51 .175 .896 2571 .13 .80 .73 1 1700 0 .0 0 .0 --- --- 0 .00 .10 0 .000 .00 .000 .000 0 .00 .00 .00 ALTERNATE 2 STORM 10 _ 1 1400 4 13.3 4 13.7 --- --- 0 1.00 .10 1 .414 1.51 .044 .869 103E .30 .40 .30 1 1700 1 13.9 1 14.6 --- --- 0 .92 .10 1 .486 1.51 .062 .915 1664 .20 .70 .49 ALTERNATE 2 STORM 25 1 1400 9 12.9 8 13.2 --- --- 0 1.58 .10 1 .414 1.51 .050 .837 798 .37 .30 .23 1 17AO 5 12.7 3 13.1 --- --- 0 1.47 .10 1 .486 1.51 .090 .657 1096 .28 .40 .33 _ ALTERNATE 2 STORM 50 1 1400 15 12.8 13 12.0 --- --- 0 2.11 .10 1 .414 1.51 .053 .858 666 .43 .20 .19 1 1700 10 12.5 7 12.9 --- --- 0 2.05 .10 1 .486 1.51 .120 .665 841 .35 .30 .25 ALTERNATE 2 STORM 99 1 1400 21 12.7 19 12.9 --- --- 0 2.66 .10 1 .414 1.51 .052 .978 596 .4b .20 .17 1 1700 15 12.4 11 12.7 --- --- 0 2.b9 .10 1 .486 1.51 .123 .708 727 .40 .30 .21 l E3 SUMMARY TABLE ? - DISCHARGE (CFS) AT XSECT'DN5 AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTIONlr DRAINAGE STRUCTURE AREA STORM NUMBERS.......... ID (So MI) 2 10 25 50 99 STRUCTURE 10 .00 ALTERNATE 2 .25 .78 1.11 1.44 1.78 STRUCTURE 8 .02 ALTERNATE 2 3.68 5.16 5.73 6.16 6.61 STRUCTURE 7 .01 ALTERNATE 2 1.14 2.21 2.5+0 2.73 2.98 STRUCTURE 6 .02 ALTER4ATE 2 2.45 3.12 3.41 3.67 3.93 STRUCTURE 4 .05 ALTERNATE 2 4.64 19.19 26.27 32.16 37.27 =TRUCTURE ? .01 ALTERNATE 2 .00 1.31 4.52 9.97 15.57 STRUCTURE 2 .01 ALTERNATE 2 7.40 12.39 13.96 14.02 14.19 STRUCTURE 1 .02 ALTERNATE 2 .28 4.11 9.37 15.44 21.40 XSECTIQN 1 .01 ALTERNATE 2 .00 1.07 2.97 6.64 10.97 YSECTION 2 .It, ALTER.N4TE 2 .00 .00 .31 1.11 1.99 XSECTION 8 .11 ALTERNATE 2 18.47 49.99 65.79 79.53 91.65 KSECTIQM 9 .06 ALTERNATE 2 14.31 30.41 39.99 46.36 54.23 END OF 1 JOBS IN THIS RUN 19 ALTERNATE 3 ifflFf+f�ffffffffff80-80 LIST OF INPUT DATA FOR TR-20 HYDROLOCY4*****ff**}fff*ff* JOB TR-20 SUMMARY NOPLOTS TITLE 001 BELDON ROAD RUNOFF ANALYSIS - S. WINDSOR TITLE DEVELOPED RUNOFF CONDITIONS 5 RAINFL 7 0.20 8 0.0 0.002 0.004 0.006 0.008 8 0.010 0.012 0.014 0.016 0.018 8 0.020 0.022 0.024 0.027 0.029 8 0.031 0.034 0.036 0.038 0.041 8 0.043 0.046 0.049 0.051 0.054 B 0.057 0.060 0.063 0.066 0.069 8 0.072 0.075 0.079 0.082 0.095 8 0.089 0.093 0.097 0.103 0.109 8 0.115 0.121 0.127 0.134 0.140 - 8 0.148 0.155 0.163 0.171 0.180 8 0.189 0.199 0.210 0.222 0.235 B 0.250 0.266 0.287 0.312 0.363 8 0.500 0.638 0.689 0.714 0.734 8 0.751 0.766 0.779 0.790 0.801 B 0.811 0.821 0.829 0.838 0.845 8 0.853 0.860 0.867 0.874 0.880 - 8 0.886 0.892 0.898 0.903 0.908 8 0.911 0.915 0.919 0.922 0.925 8 0.929 0.932 0.935 0.938 0.941 - B 0.944 0.946 0.949 0.952 0.955 8 0.957 0.960 0.962 0.965 0.967 8 0.969 0.972 0.974 0.976 0.978 _ 8 0.9B1 0.983 0.995 0.997 0.989 8 0.991 0.993 0.995 0.997 0.999 8 1.000 1.000 1.000 1.000 1.000 9 ENDTBL 2 XSECTN 002 1.0 82.0 8 80.4 0.0 0.0 8 81.0 9.62 8.25 - 8 82.0 64.16 32.00 9 ENDTBL 2 XSECTN 003 1.0 76.5 8 76.3 0.0 0.0 8 76.4 0.473 1.04 8 76.5 1.524 2.16 9 ENDTBL 3 STRUCT Ol 8 80.3 0.0 0.0 8 80.9 0.001 0.78 - 8 81.0 7.65 0.99 8 81.1 23.24 1.22 8 81.2 45.63 1.49 8 81.4 110.85 2.06 8 82.0 485.66 4.37 9 ENDTBL 3 STRUCT 02 B 77.53 0.0 0.0 8 79.0 0.8 0.003 8 79.0 6.6 0.165 - 8 79.5 9.5 0.586 9 80.0 12.0 1.604 20 f;+}#+'} #f+�ff# *## Br►-BO LIST OF INPUT DATA {CONTINUED!fff ; + ft+► �tf B 80.4 13.9 3.014 8 91.0 15.7 6.651 9 ENDTBL 3 STRUCT 03 8 91.7 0.0 0.0 8 92.0 0.0001 0.013 8 B2.1 0.0002 0.055 8 82.5 0.0003 0.796 8 B2.6 33.2 1.111 9 ENDTBL 3 STRUCT 04 8 51.14 0.0 0.0 8 52.0 2.9 0.005 8 54.0 20.4 0.039 8 56.0 30.3 0.113 B 5B.0 37.1 0.329 8 60.0 42.7 0.902 9 ENDTBL 3 STRUCT 06 B 74.4 0.0 0.0 B 75.0 0.7 0.005 8 76.0 2.4 0.042 8 7B.0 3.9 0.33B B 79.5 4.1 1.861 9 ENDTBL 3 STRUCT 07 8 73.3 0.0 0.0 8 74.0 1.0 0.016 8 76.0 3.3 0.2B1 B 76.3 3.5 0.432 8 79.0 4.4 4.349 9 ENDTBL 3 STRUCT 09 8 73.49 0.0 0.0 8 74.0 O.B 0.002 B 75.5 7.0 0.032 9 ENDTBL 6 RUNOFF 1 01 5 0.022 68.0 0.59 6 RESVOR 2 01 5 6 6 REACH 3 001 6 7 1400.0 0.4136 1.5069 6 RUNOFF 1 03 5 0.0109 75.0 0.24 6 RESVOR 2 03 5 6 6 REACH 3 001 6 5 1700.0 0.4960 1.5069 6 RUNOFF 1 02 6 0.0719 67.0 1.38 6 ADDHYD 4 02 7 5 4 6 ADDHYD 4 02 4 6 7 6 RESVOR 2 02 7 6 6 DIVERT 6 02 6 7 1 0.072 2. 6 SAVMOV 5 02 7 1 6 RUNOFF 1 06 5 0.0164 73.0 0.72 6 RESVOR 2 06 5 6 6 RUNOFF 1 07 5 0.0161 76.0 0.90 6 RESVOR 2 07 5 7 6 ADDHYD 4 009 6 7 2 6 RUNOFF 1 009 5 0.0253 69.0 0.51 6 ADDHYD 4 009 5 2 7 6 RUNOFF 1 09 5 0.0013 61.0 0.18 6 RESVOR 2 09 5 6 6 ADDHYD 4 009 7 6 2 21 LIST OF INPUT DATA ICONTINUEDI###f#f#f###ffff###ff#f 6 ADDHYD 4 09 2 1 3 6 RUNOFF 1 04 5 0.0453 59.0 0.4B 6 RESYOR 2 04 5 6 6 RUNOFF 1 00B 7 0.0031 50.0 0.2B 6 ADDHYD 4 OOB 3 6 4 6 ADDHYD 4 008 4 7 1 ENDATA 7 INCREM 6 0.1 7 COMPUT 7 01 008 3.2 1.0 7 2 03 02 ENDCMP i 7 COMPUT 7 01 008 4.7 1.0 7 2 03 10 ENDCMP 1 7 COMPUT 7 01 OOB 5.5 1.0 7 2 03 25 ENDCMP 1 7 COMPUT 7 01 009 6.2 1.0 7 2 03 50 ENDCMP 1 7 COMPUT 7 01 008 6.9 1.0 7 2 03 99 ENDCMP 1 ENDJ08 2 fff.ft##f#f;fffffffffffffffffffEND OF 80-80 LI$Tf#fffffffff#f##ff###f#fff####f#f 22 SUMMARY TABLE I - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(t) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECIION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (S9 MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 3 STORM 2 STRUCTURE 1 RUNOFF .02 7 2 .10 .0 3.20 24.00 .73 --- 12.49 5.54 251.7 STRUCTURE 1 RESVOR .02 7 2 .10 .0 3.20 24.00 .07 80.90 22.40? .29? 12.6 XSECTION i REACH .02 7 2 .10 .0 3.20 24.00 .06 --- 23.20? .25? 11.3 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 3.20 24.00 1.09 --- 12.25 6.12 566.4 STRUCTURE 3 RESVOR .01 7 2 .10 .0 3.20 24.00 .00 --- .00 .00 .0 XSECTION i REACH .01 7 2 .10 .0 3.20 24.00 .00 --- .00 .00 .0 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 3.20 24.00 .69 --- 13.12 9.90 137.7 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 3.20 24.00 .04 77.6B 23.20? .25? 7.6 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 3.20 24.00 .49 79.58 13.12 9.90 94.6 STRUCTURE 2 RESVOR .10 7 2 .10 .0 3.20 24.00 .49 79.14 13.69 7.40 70.6 STRUCTURE 2 DIVERT .01 7 2 .10 .0 3.20 24.00 6.74 79.14 13.69 7.40 991.2 XSECTION 2 DIVERT .10 7 2 .10 .0 3.20 24.00 .00 --- .00 .00 .0 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 3.20 24.00 .9B --- 12.55 5.37 327.5 STRUCTURE 6 RESVOR .02 7 2 .10 .0 3.20 24.00 .99 76.69 13.07 2.BB 175.9 STRUCTURE 7 RUNOFF .02 7 2 .10 .0 3.20 24.00 1.15 --- 12.67 5.64 350.3 STRUCTURE 7 RESVOR .02 7 2 .10 .0 3.20 24.00 1.15 75.61 13.33 2.B5 176.9 XSECTION 9 ADDHYD .03 7 2 .10 .0 3.20 24.00 1.07 --- 13.24 5.70 175.4 XSECTION 9 RUNOFF .03 7 2 .10 .0 3.20 24.00 .78 --- 12.44 7.37 291.5 XSECTION 9 ADDHYD .06 7 2 .10 .0 3.20 24.00 .94 --- 12.48 11.32 195.8 STRUCTURE 9 RUNOFF .00 7 2 .10 .0 3.20 24.00 .44 --- 12.30 .25 18B.9 STRUCTURE 9 RESVOR .00 7 2 .10 .0 3.20 24.00 .44 73.65 12.30 .25 190.8 XSECTION 9 ADDHYD .06 7 2 .10 .0 3.20 24.00 .93 --- 12.47 11.49 194.2 STRUCTURE 9 ADDHYD .07 7 2 .10 .0 3.20 24.00 1.59 77.50 13.03 15.29 229.4 STRUCTURE 4 RUNOFF .05 7 2 .10 .0 3.20 24.00 .37 --- 12.51 4.63 102.3 STRUCTURE 4 RESVOR .05 7 2 .10 .0 3.20 24.00 .37 52.20 12.53 4.64 102.3 XSECTION B RUNOFF .00 7 2 .10 .0 3.20 24.00 .13 --- 13.10 .04 12.5 XSECTION 8 ADDHYD .11 7 2 .10 .0 3.20 24.00 1.10 --- 12.60 19.24 162.9 XSECTION 8 ADDHYD .12 7 2 .10 .0 3.20 24.00 1.07 --- 12.60 19.28 158.9 ALTERNATE 3 STORM 10 STRUCTURE I RUNOFF .02 7 2 .10 .0 4.70 24.00 1.67 --- 12.45 13.99 636.1 STRUCTURE i RESVOR .02 7 2 .10 .0 4.70 24.00 1.00 80.95 13.29 4.11 186.7 XSECTION i REACH .02 7 2 .10 .0 4.70 24.00 1.00 --- 13.72 3.57 162.2 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 4.70 24.00 2.21 --- 12.23 12.42 1150.4 STRUCTURE 3 RESVOR .01 7 2 .10 .0 4.70 24.00 .92 82.50 13.90 1.31 121.1 XSECTION 1 REACH .01 7 2 .10 .0 4.70 24.00 .82 --- 14.60 1.07 9B.7 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 4.70 24.00 1.60 --- 13.04 26.16 363.9 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 4.70 24.00 .94 79.57 13.9E 4.13 126.1 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 4.70 24.00 1.39 B4.70 13.14 27.41 261.0 STRUCTURE 2 RESVOR .10 7 2 .10 .0 4.70 24.00 1.39 80.09 14.69 12.37 118.3 23 SECIION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA t COND INCP,EM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SD MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 3 STORM 10 STRUCTURE 2 DIVERT .01 7 2 .10 .0 4.70 24.00 19.33 80.09 14.68 12.39 1643.0 XSECTION 2 DIVERT .10 7 2 .10 .0 4.70 24.00 .00 --- .00 ,04 .0 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 4.70 24.00 2.05 --- 12.52 11.81 720.1 STRUCTURE 6 RESVOR .02 7 2 .10 .0 4.70 24.00 2.05 78.06 13.40* 3.84* 233.9 STRUCTURE 7 RUNOFF .02 7 2 .10 .0 4.70 24.00 2.29 --- 12.64 11.63 722.4 STRUCTURE 7 RESVOR .02 7 2 .10 10 4.70 24.00 2.29 76.39 13.70* 3,55* 220.5 _ XSECTION 9 ADDHYD .03 7 2 .10 .0 4.70 24.00 2.17 --- 13.601 7.381 227.2 XSECTION 9 RUNOFF .03 7 2 .10 ,0 4.70 24.00 1.74 --- 12.40 17.�2 709.2 XSECTION 9 ADDHYD .06 7 2 .10 .0 4.70 24.00 1.99 --- 12.44 23.46 405.9 STRUCTURE 9 RUNOFF .00 7 2 .10 .0 4.70 24.00 1.19 --- 12.20 .81 622.1 STRUCTURE 9 RESVOR .00 7 2 .10 .0 4.70 24.00 1.19 73.99 12.30 .78 599.8 XSECTION 9 ADDHYD .06 7 2 .10 10 4.70 24.00 1.96 --- 12.43 23.97 405.5 STRUCTURE 9 ADDHYD .07 7 2 .10 ,0 4.70 24.00 3.93 B1.13 12.50 30.29 454.3 STRUCTURE 4 RUNOFF .05 7 2 .10 10 4.70 24.00 1.07 --- 12.42 18.27 403.2 STRUCTURE 4 RESVOR .05 7 2 .10 .0 4.70 24.00 1.07 53.75 12.45 19.19 401.6 XSECTION 8 RUNOFF .00 7 2 .10 10 4.70 24.00 .57 --- 12.30 .62 200.9 XSECTION B ADDHYD .11 7 2 .10 .0 4.70 24.00 2.77 --- 12.47 49.23 430.9 XSECTION B ADDHYD .12 7 2 .10 10 4.70 24.00 2.71 --- 12.47 48.75 423.9 ALTERNATE 3 STORM 25 STRUCTURE I RUNOFF .02 7 2 .10 .0 5.50 24.00 2.24 --- 12.44 19.14 870.1 STRUCTURE i RESVOR .02 7 2 .10 ,0 5.50 24.00 1.58 91.01 12.93 9.37 425.8 XSECTION 1 REACH .02 7 2 .10 .0 5.50 24.00 1.58 --- 13.22 7.83 355.9 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 5.50 24.00 2.86 --- 12.23 16.09 1408.8 STRUCTURE 3 RESVOR .01 7 2 .10 .0 5.50 24.00 1.47 92.51 12.69 4.52 418.9 XSECTION 1 REACH .01 7 2 .10 10 5.50 24.00 1.47 --- 13.09 2.97 274.9 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 5.50 24.00 2.16 --- 13.01 36.27 504.4 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 5.50 24.00 1.54 79.75 13.20 i0,74 327.3 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 5.50 24.00 1.97 90.70 13.09 46.42 443.4 STRUCTURE 2 RESVOR .10 7 2 .10 .0 5.50 24.00 1.97 80.52 14.96 14.17 135.3 STRUCTURE 2 DIVERT .01 7 2 .10 .0 5.50 24.00 27.16 BO.42 15.04# 13.86f 183B.7 XSECTION 2 DIVERT .10 7 2 .10 .0 5.50 24.00 .01 BO.42 15.00? .31? 3.2 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 5.50 24.00 2.69 --- 12.52 15.58 950.2 STRUCTURE 6 RESVOR .02 7 2 .10 .0 5.50 24.00 2.67 78.15 13.60f 3,89f 237.3 STRUCTURE 7 RUNOFF .02 7 2 .10 .0 5.50 24.00 2.95 --- 12.63 15.07 936.0 STRUCTURE 7 RESVOR .02 7 2 .10 .0 5.50 24.00 2.95 76.53 13.90f 3.62* 224.9 XSECTION 9 ADDHYD .03 7 2 .10 .0 5.50 .24.00 2.81 --- 13.80f 7.51t 231.1 XSECTION 9 RUNOFF .03 7 2 .10 .0 5.50 24.00 2.33 --- 12.40 24.27 959.5 _ XSECTION 9 ADDHYD .06 7 2 .10 .0 5.50 24.00 2.60 --- 12.42 30.79 532.7 STRUCTURE 9 RUNOFF .00 7 2 .10 .0 5.50 24.00 1.69 --- 12.21 1.18 905.0 STRUCTURE 9 RESVOR .00 7 2 .10 .0 5.50 24.00 1.67 74.07 12.30 1.11 850.8 XSECTION 9 ADDHYD .06 7 2 .10 .0 5.50 24.00 2.58 --- 12.41 31.63 535.2 STRUCTURE 9 ADDHYD .07 7 2 .10 .0 5.50 24.00 5.36 83.20 12.44 38.81 592.4 STRUCTURE 4 RUNOFF .05 7 2 .10 .0 5.50 24.00 1.53 --- 12.41 27.54 607.9 - STRUCTURE 4 RESVOR .05 7 2 .10 .0 5.50 24.00 1.53 55.19 12.49 26.27 580.0 24 SECTION/ STANDARD FAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (5D MI) lHR) IHR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 3 STORM 25 XSECTION 8 RUNOFF .00 7 2 .10 .0 5.50 24.00 .91 --- 12.32 1.19 393.3 XSECTION 8 ADDHYD .11 7 2 .10 .0 5.50 24.00 3.81 --- 12.46 64.68 577.9 XSECTION 8 ADDHYD .12 7 2 .10 .0 5.50 24.00 3.73 --- 12.46 65.61 570.3 ALTERNATE 3 STORM 50 STRUCTURE 1 RUNOFF .02 7 2 .10 .0 6.20 24.00 2.77 --- 12.43 23.B9 1085.7 STRUCTURE 1 RESVOR .02 7 2 .10 .0 6.20 24.00 2.11 B1.05 12.77 15.44 701.6 XSECTION i REACH .02 7 2 .10 .0 6.20 24.00 2.11 --- 13.03 13.24 601.7 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 6.20 24.00 3.45 --- 12.22 19.36 1792.5 STRUCTURE 3 RESVOR .01 7 2 .10 .0 6.20 24.00 2.05 B2.53 12.51 9.97 922.9 XSECTION 1 REACH .01 7 2 .10 .0 6.20 24.00 2.07 --- 12.77 6.64 615.2 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 6.20 24.00 2.6B --- 13.00 45.64 634.7 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 6.20 24.00 2.09 B1.97 12.97 18.78 572.6 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 6.20 24.00 2.50 96.37 12.99 64.39 615.0 STRUCTURE 2 RESVOR .10 7 2 .10 .0 6.20 24.00 2.50 BO.82 15.20* 15.13* 144.5 STRUCTURE 2 DIVERT .01 7 2 .10 .0 6.20 24.00 33.66 80.47 15.20f 14.02; 1859.8 XSECTION 2 DIVERT .10 7 2 .10 .0 6.20 24.00 .08 80.47 15.20f 1.11* 11.5 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 6.20 24.00 3.25 --- 12.51 19.00 1158.6 STRUCTURE 6 RESVOR .02 7 2 .10 .0 6.20 24.00 3.25 78.24 13.804 3.95* 240.6 STRUCTURE 7 RUNOFF .02 7 2 .10 .0 6.20 24.00 3.55 --- 12.63 18.16 1127.7 STRUCTURE 7 RESVOR .02 7 2 .10 .0 6.20 24.00 3.55 76.66 14.10f 3.69* 229.2 XSECTION 9 ADDHYD .03 7 2 .10 .0 6.20 24.00 3.40 --- 14.00* 7.63* 234.9 XSECTION 9 RUNOFF .03 7 2 .10 .0 6.20 24.00 2.87 --- 12.39 30.11 11Q0.0 XSECTION 9 ADDHYD .06 7 2 .10 .0 6.20 24.00 3.17 --- 12.40 37.25 644.4 STRUCTURE 9 RUNOFF .00 7 2 .10 .0 6.20 24.00 2.14 --- 12.21 1.52 1167.3 STRUCTURE 9 RESVOR .00 7 2 .10 .0 6.20 24.00 2.14 74.16 12.26 1.44 1109.7 XSECTION 9 ADDHYD .06 7 2 .10 .0 6.20 24.00 3.14 --- 12.40 38.37 649.3 STRUCTURE 9 ADDHYD .07 7 2 .10 .0 6.20 24.00 6.60 84.99 12.42 46.17 692.9 STRUCTURE 4 RUNOFF .05 7 2 .10 .0 6.20 24.00 1.97 --- 12.40 36.40 903.5 STRUCTURE 4 RESVOR .05 7 2 .10 .0 6.20 24.00 1.97 56.55 12.53 32.16 709.9 XSECTION B RUNOFF .00 7 2 .10 .0 6.20 24.00 1.24 --- 12.30 1.75 563.0 XSECTION 9 ADDHYD .11 7 2 .10 .0 6.20 24.00 4.72 --- 12.44 77.93 696.1 XSECTION 8 ADDHYD .12 7 2 .10 .0 6.20 24.00 4.63 --- 12.44 79.30 689.4 ALTERNATE 3 STORM 99 STRUCTURE 1 RUNOFF .02 7 2 .10 .0 6.90 24.00 3.33 --- 12.43 2B.79 130B.7 STRUCTURE 1 RESVOR .02 7 2 .10 .0 6.90 24.00 2.66 B1.09 12.70 21.40 972.5 XSECTION 1 REACH .02 7 2 .10 .0 6.90 24.00 2.66 --- 12.93 1B.96 857.3 STRUCTURE 3 RUNOFF .01 7 2 .10 .0 6.90 24.00 4.06 --- 12.22 22.69 2101.0 STRUCTURE 3 RESVOR, .01 7 2 .10 .0 6.90 24.00 2.69 82.55 12.43 15.57 1441.B XSECTION 1 REACH .01 7 2 .10 .0 6.90 24.00 2.67 --- 12.66 10.97 1015.4 STRUCTURE 2 RUNOFF .07 7 2 .10 .0 6.90 24.00 3.23 --- 12.99 55.38 770.3 STRUCTURE 2 ADDHYD .03 7 2 .10 .0 6.90 24.00 2.66 84.76 12.85 27.60 841.3 STRUCTURE 2 ADDHYD .10 7 2 .10 .0 6.90 24.00 3.05 101.95 12.92 82.04 7B3.6 STRUCTURE 2 RESVOR .10 7 2 .10 .0 6.90 24.00 3.05 B1.15 15.46 16.17 154.5 STRUCTURE 2 DIVERT .01 7 2 .10 .A 6.90 24.00 39.99 90.52 15.50* 14.194 1BB2.5 - 2s SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK. DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OP€RATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE PATE (SO MI) (HR) (HR) (IN) (HR) (IN) (FT) (HP.) (CFS) (CSM) ALTERNATE 3 STORM 99 XSECTION 2 DIVERT .10 7 2 .10 .0 6.90 24.00 .19 BO.52 15.46 1.99 20.4 STRUCTURE 6 RUNOFF .02 7 2 .10 .0 6.90 24.00 3.84 --- i2.51 22.50 1371.7 STRUCTURE 6 RESVOR .02 7 2 .10 .0 6.90 24.00 3.84 78.34 13.90* 4.001 244.2 STRUCTURE 7 RUNOFF .02 7 2 .10 .0 6.90 24.00 4.16 --- 12.62 21.29 1322.E STRUCTURE 7 RESVOR .02 7 2 .10 .0 6.90 24.00 4.16 76.90 14.30* 3.76f 233.8 XSECTION 9 ADDHYD .03 7 2 .10 .0 6.90 24.00 4.00 --- 14.20# 7.77f 239.0 XSECTION 9 RUNOFF .03 7 2 .10 .0 6.90 24.00 3.43 --- 12.39 36.12 1427.9 XSECTION 9 ADDHYD .06 7 2 .10 .0 6.90 24.00 3.75 --- 12.39 43:38 750.6 STRUCTURE 9 RUNOFF .00 7 2 .10 .0 6.90 24.00 2.63 --- 12.20 1.98 1443.0 STRUCTURE 9 RESVOR .00 7 2 .10 .0 6.90 24.00 2.62 74.24 12.26 1.78 1373.0 XSECTION 9 ADDHYD .06 7 2 .10 .0 6.90 24.00 3.73 --- 12.3B 44.82 758.4 STRUCTURE 9 ADDHYD .07 7 2 .10 .0 6.90 24.00 7.82 06.75 12.41 53.49 802.8 STRUCTURE 4 RUNOFF .05 7 2 .10 .0 6.90 24.00 2.43 --- 12.39 45.81 1011.3 STRUCTURE 4 RESVOR .05 7 2 .10 .0 6.90 24.00 2.43 59.06 12.57 37.27 822.B XSECTIDN 8 RUNOFF .00 7 2 .10 .0 6.90 24.00 1.61 --- 12.29 2.36 761.0 XSECTIDN B ADDHYD .11 7 2 .10 .0 6.90 24.00 5.64 --- 12.45 BB.96 794.7 XSECTION B ADDHYD .12 7 2 .10 .0 6.90 24.00 5.53 --- 12.44 90.84 789.6 26 SUMMARY TABLE 2 - SELECTED MODIFIED ATT-KIN REACH ROUTINGS IN ORDER OF STANDARD EXECUTIVE CONTROL INSTRUCTIONS (A STAR(*) AFTER VOLUME ABOVE BASE(IN) INDICATES A HYDR06RAPH TRUNCATED AT A VALUE EXCEEDING BASE + 10% OF PEAK A QUESTION MARK(?) AFTER COEFF.(C) INDICATES PARAMETERS OUTSIDE ACCEPIABLE LIMITS, SEE PREVIOUS WARNINGS) HYDROGRAPH INFORMATION ROUTING PARAMETERS PEAK. ---------------------------------------------- ----------------------------------------------------------- OUTFLOW+ VOLUME MAIN ITER- 9 AND A PEAL( S/Q ATT- TRAVEL TIME XSEC REACH INFLOW OUTFLOW INTERV.A.REA BASE- ABOVE TIME ATION EQUATION LENGTH RATIO SPEAK KIN STOR- KINE- ----------- ----------- ----------- ----------- ID LENGTH PEAK TIME PEAK TIME PEAK TIME FLOW BASE INCR # COEFF POWER FACTOR 0/I (K) COEFF AGE MATIC (FT) (CFS) (MR) (CFS) (MR) (CFS) (MR) (CFS) (IN) (MR) (X) (M) (Kf) (Qf) (SEC) (C) (MR) (MR) ALTERNATE 3 STORM 2 1 1400 0 22.4 0 23.2 --- --- 0 .07 .10 1 .414 1.51 .175 .896 2571 .13' .80 .73 1 1700 0 .0 0 .0 --- --- 0 .00 .10 0 .000 .00 .000 .000 0 .00 .00 .00 ALTERNATE 3 STORM 10 1 1400 4 13.3 4 13.7 --- --- 0 1.00 .10 1 .414 1.51 .044 .869 1039 .30 .40 .30 1 1700 1 13.9 1 14.6 --- --- 0 .82 .10 1 .486 1.51 .062 .815 1664 .20 .70 .48 ALTERNATE 3 STORM 25 1 1400 9 12.9 8 13.2 --- --- 0 1.58 .10 1 .414 1.51 .050 .839 788 .37 .30 .23 1 1700 5 12.7 3 13.1 --- --- 0 1.47 .10 1 .486 1.51 .090 .657 1096 .28 .40 .33 ALTERNATE 3 STORM 50 1 1400 15 12.9 13 13.0 --- --- 0 2.11 .10 1 .414 1.51 .053 .859 666 .43 .20 .19 1 1700 i0 12.5 7 12.8 --- --- 0 2.05 .10 1 .486 1.51 .120 .665 B41 .35 .30 .25 ALTERNATE 3 STORM 99 1 1400 21 12.7 19 12.9 --- --- 0 2.66 .10 1 .414 1.51 .052 .B78 596 .46 .20 .17 1 1700 15 12.4 11 12.7 --- --- 0 2.69 .10 1 .486 1.51 .123 .709 727 .40 .30 .21 27 SUMMARY TABLE 3 - DISCHARGE ICFS! AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND ALTERNATES XSECTION/ DRAINAGE STRUCTURE AREA STORM NUMBERS.......... ID (Se Ml) 2 10 25 50 99 STRUCTURE 9 .07 ALTERNATE 3 15.29 30.29 38.81 46.17 53.49 STRUCTURE 7 .02 ALTERNATE 3 2.85 3.55 3.62 3.69 3.76 STRUCTURE 6 .02 ALTERNATE 3 2.88 3.84 3.89 3.95 4.00 STRUCTURE 4 .05 ALTERNATE 3 4.64 19.19 26.27 32.16 37.27 STRUCTURE 3 .01 ALTERNATE 3 .00 1.31 4.52 9.97 15.57 STRUCTURE 2 .01 ALTERNATE 3 7.40 12.39 13.B6 14.02 14.19 STRUCTURE 1 .02 ALTERNATE 3 .29 4.11 9.37 15.44 21.40 %SECTION 1 .01 ALTERNATE 3 .00 1.07 2.97 6.64 10.97 XSECTION 2 .10 ALTERNATE 3 .00 .00 .31 1.11 1.98 XSECTION 8 .12 ALTERNATE 3 18.2B 48.75 65.61 79.30 90.84 XSECTION 9 .06 ALTERNATE 3 11.49 23.97 31.63 38.37 44.82 END OF I JOBS IN THIS RUN APPENDIX B ALTERNATE i CALCULATIONS 1 DETENTION BASIN i STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 80.3 259900 0.0 0.0 0.0 0.6 80.9 869641 339762 339762 0.78 0.1 81.0 96,765 429933 429933 0.99 0.1 81.1 1069888 109183 539115 1.22 0.1 81.2 1179012 119195 64,310 1.48 - 0.2 81 .4 1379259 259427 89,738 2.06 0.6 - 82.0 1989000 1009578 1909316 4.37 STAGE-DISCHARGE CALCULATIONS Basin 1 structures 1 > Trapezoidal Broad Crested Weir FL = 80.9 Elev. Head Outflow ft. ft. cfs 80.9 0.0 0.0 81.0 0.1 7.65 -' 81.1 0.2 23.24 81 .2 0.3 45.63 81.4 0.5 110.85 82.0 1 .1 485.66 Discharge calculations: Q = 3.2 x W x H1.5 + 2.558 x H2.5 x Z WHERE: W = width of spillway = 70 ft. H = head Z = side slope = 70.0 2 DETENTION BASIN 2 STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 77.53 0 0.0 0.0 0.0 0.47 78.0 600 141 141 0.003 1 .0 79.0 14,100 79050 79191 0.115 0.5 79.5 599300 18,350 259541 0.586 0.5 80.0 1189000 449325 699866 1 .604 0.4 80.4 1899200 61 ,440 1319306 3.014 0.6 81 .0 3389900 1589430 289,736 6.651 STAGE-DISCHARGE CALCULATIONS Basin 2 structures 1 ) 18" RCP, Groove end projecting FL = 77.53 Elev. Head Outflow ft. ft. cfs 77.53 0.0 0.0 78.0 0.47 0.8 79.0 1 .47 6.6 79.5 1 .97 9.5 80.0 2.47 12.0 80.4 2.87 13.8 81 .0 3.47 15.7 CROSS SECTION 2 DATA Overflow section located at western edge of basin 2. Elev. Discharge End Area ft. cfs sf 80.4 0.0 0.0 81 .0 9.62 8.25. 82.0 64. 16 32.00 cross section calculations use Manning's equation with: n = 0.05 B = 10' s = 0.0042 z = 6.25 3 DETENTION BASIN 3 — STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 81 .7 0 0.0 0.0 0.0 0.3 82.0 39800 570 570 0.013 0.1 82.1 339000 19840 29410 0.055 0.4 82.5 1289400 329280 349690 0.796 0.1 82.6 1459500 13,695 489385 1.111 STAGE-DISCHARGE CALCULATIONS Basin 3 structures 1) Trapezoidal Broad Crested Weir FL = 82.5 Elev. Head Outflow ft. ft. cfs 82.5 0.0 0.0 82.6 0.1 33.18 Discharge calculations: Q = 3.2 x W x H1.5 + 2.558 x H2.5 x Z WHERE: W = width of spillway = 200 ft. H = head Z = side slope = 1600 4 DETENTION BASIN 4 STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 51 .14 0 0.0 0.0 0.0 0.86 52.0 500 215 215 0.005 2.0 54.0 1,000 19500 19715 0.039 2.0 56.0 29200 39200 41915 0.113 2.0 58.0 79200 99400 149315 0.329 2.0 60.0 13,400 20,600 349915 0.802 STAGE-DISCHARGE CALCULATIONS Basin 4 structures 1 ) 24" RCP, Square edge headwall FL = 51 .14 Elev. Head Outflow ft. ft. cfs 51 .14 0.0 0.0 52.0 0.86 2.92 54.0 2.86 20.39 56.0 4.86 30.28 58.0 6.86 37.10 60.0 8.86 42.67 5 DETENTION BASIN 6 STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 74.05 0 0.0 0.0 0.0 0.95 75.0 469 223 223 0.005 0.5 75.5 29270 685 908 0.021 0.5 76.0 89248 29630 39538 0.081 0.5 76.5 129730 59245 89782 0.202 1.5 78.0 329100 339623 429405 0.974 0.8 78.8 3429000 1499640 1929045 4.409 STAGE-DISCHARGE CALCULATIONS Basin 6 structures 1 ) 18" CMP, Groove end projecting FL = 74.05 Elev. Head Outflow ft. ft. cfs 74.05 0.0 0.0 75.0 0.95 3.0 75.5 1.45 6.1 76.0 1.95 9.1 76.5 2.45 11 .2 78.0 3.95 15.5 78.8 4.75 17.3 6 DETENTION BASIN 7 STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 72.25 0 0.0 0.0 0.0 0.75 73.0 343 223 129 0.003 0.5 73.5 19526 685 467 0.014 0.5 74.0 69057 29630 19896 0.057 0.5 74.5 109919 59245 49244 0.155 1 .5 76.0 25,666 339623 279439 0.785 0.3 76.3 539564 1499640 11 ,885 1 .057 1.7 78.0 1899920 1499640 2069961 5.809 STAGE-DISCHARGE CALCULATIONS Basin 7 structures 1 ) 15" CMP, Square edge in headwall FL = 72.25 Elev. Head Outflow ft. ft. cfs 72.25 0.0 0.0 73.0 0.75 1.70 73.5 1.25 4.01 74.0 1.75 6.20 74.5 2.25 7.65 76.0 3.75 10.62 76.3 4.05 11 .10 78.0 5.75 13.45 CROSS SECTION 3 DATA Overflow section located at western edge of basin 7. Elev. Discharge End Area ft. cfs sf 76.3 0.0 0.0 76.4 0.47 1 .04 76.5 1 .52 2. 16 cross section calculations use Manning's equation with: n = 0.05 B = 10' s = 0.0053 z = 4.0 7 DETENTION BASIN e STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 73.49 0 0.0 0.0 0.0 0.51 — 74.0 250 64 64 0.002 1.5 75.5 19500 19313 19376 0.032 STAGE--DISCHARGE CALCULATIONS — Basin 8 structures 1) 15" RCP, Groove end projecting FL = 73.49 Elev. Head Outflow ft. ft. cfs — 73.49 0.0 0.0 74.0 0.51 0.8 75.5 2.01 7.0 8 TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : Beldon Road User: DA Date: 02-06-90 County : Hartford State: CT Checked: ---- Date: -------- Subtitle: Existing runoff conditions Subarea : 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% 0.7(39) - - Impervious Areas Paved parking lots, roofs, driveways 0.5(98) - - - OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix good 0.8(30) 1 .0(48) - 3.3(73) Woods good 0.3(30) 0.8(55) - 6.7(77) Total Area (by Hydrologic Soil Group) 2.3 1 .8 10 ------------------------------------------------------------------------------- SUBAREA: 1 TOTAL DRAINAGE AREA: 14.1 Acres WEIGHTED CURVE NUMBER:68 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 .11 -------------------------------- Subarea #1 - 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 3.2 100 .02 f 0.238 Shallow Concent'd 100 .005 u 0.024 Open Channel 950 .0024 .05 3.5 8.24 0.320 Time of Concentration = 0.58* Open Channel 1400 .0021 .05 3.75 9. 16 0.517 Travel Time = 0.52* --- 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 Cultivat d > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short 9 TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : Beldon Road User: DA Date: 02-06-90 County : Hartford State: CT Checked: ---- Date: Subtitle: Existing runoff conditions Subarea : 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% 3.3(39) - 0.8(74) Impervious Areas — Paved parking lots, roofs, driveways 1.4(98) - - - OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix good 4.5(30) - 1.3(65) 7.6(73) Woods good 1.2(30) 0.6(55) 3.5(70) 21 .8(77) Total Area (by Hydrologic Soil Group) 10.4 .6 5.6 29.4 _ ------------------------------------------------------------------------------- SUBAREA: 2 TOTAL DRAINAGE AREA: 46 Acres WEIGHTED CURVE NUMBER:67 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 -------------------------------- Subarea #2 - 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 .011 h 0.455 Op n Channel 2450 .0019 .05 3.5 8.24 0.927 Time of Concentration = 1.38* --- 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 10 TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : Beldon Road User: DA Date: 02-06-90 County : Hartford State: CT Checked: ---- Date: Subtitle: Existing runoff conditions Subarea : 3 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix good - - - 0.5(73) Woods good 0.3(30) - - 6. 107) Total Area (by Hydrologic Soil Group) .3 6.6 ------------------------------------------------------------------------------- SUBAREA: 3 TOTAL DRAINAGE AREA: 6.9 Acres WEIGHTED CURVE NUMBER:75 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 . 11 -------------------------------- Subarea #3 - 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 .064 h 0. 129 Shallow Concent'd 600 .008 u 0. 115 Time of Concentration = 0.24* Open Channel 1700 .0029 .05 3.75 9. 16 0.534 Travel Time = 0.53 --- 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 it TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : Beldon Road User: DA Date: 02-06-90 County : Hartford State: CT Checked: Date: ---- -------- Subtitle: Existing runoff conditions Subarea : 4 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Op n space (Lawns,parks etc. ) Good condition; grass cover > 75% 5.0(39) 5.0(61 ) 2.0(74) - ' Imp rvious Areas Paved parking lots, roofs, driveways 2.6(98) - - - OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix good - 4.0(48) 1.2(65) - Woods good 1 .0(30) 5.3(55) 2.9(70) - Total Area (by Hydrologic Soil Group) 8.6 14.3 6.1 ------------------------------------------------------------------------------- SUBAREA: 4 TOTAL DRAINAGE AREA: 29 Acres WEIGHTED CURVE NUMBER:59 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 -------------------------------- Subarea #4 - 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 3.2 150 .055 f 0.219 Shallow Concent'd 1400 .011 u 0.230 Open Channel 500 .03 .05 8 11 .3 0.034 Time of Concentration = 0.48* --- 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 12 TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : Beldon Road User: DA Date: 02-06-90 County : Hartford State: CT Checked: ---- Date: -------- Subtitle: Existing runoff conditions Subarea : 5 ------------------------------------------------------------------------------- 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% 1 .0(39) - 0.1 (74) Impervious Areas Paved parking lots, roofs, driveways 0.3(98) - - - OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix good - 0.1 (48) - - Woods good 0.3(30) 0.2(55) - - Total Area (by Hydrologic Soil Group) 1 .6 .3 .1 ------------------------------------------------------------------------------- SUBAREA: 5 TOTAL DRAINAGE AREA: 2 Acres WEIGHTED CURVE NUMBER:50 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 .11 -------------------------------- Subarea #5 - 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 3.2 100 .017 f 0.254 Shallow Concent 'd 120 .048 u 0.009 Open Channel 410 .047 .0136.3 12.6 0.007 Open Channel 200 .031 .03 8 11 .3 0.008 Time of Concentration = 0.28* --- 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 13 TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Proi ct : Beldon Road User: DA Date: 02-06-90 County : Hartford State: CT Checked: ---- Date: -------- Subtitle: Existing runoff conditions Subar a : 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% 0.9(39) - 0.4(74) - Imp rvious Areas Paved parking lots, roofs, driveways 0.1(98) - - - CULTIVATED AGRICULTURAL LANDS Fallow Crop residue (CR) poor 1 .0(76) 1.5(85) 4.5(90) - OTHER AGRICULTURAL LANDS Wo ds good 0.6(30) 1.6(55) 3.2(70) - Total Area (by Hydrologic Soil Group) 2.6 3.1 8.09 ------------------------------------------------------------------------------- SUBAREA: 6 TOTAL DRAINAGE AREA: 13.8 Acres WEIGHTED CURVE NUMBER:73 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 -------------------------------- Subarea #6 - 6 ------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- _ She t 3.2 100 .006 h 0.579 Shallow Concent'd 200 .0165 u 0.027 Open Channel 1400 .0007 .05 8 11.3 0.621 Time of Concentration = 1 .23* --- 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 14 TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : Beldon Road User: DA Date: 02-06-90 County : Hartford State: CT Checked: ---- Date: Subtitle: Existing runoff conditions Subarea : 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% - 0.3(61 ) - Impervious Areas Paved parking lots, roofs, driveways 0.2(98) - - - CULTIVATED AGRICULTURAL LANDS Fallow Bare soil ---- 0.4(77) 7.0(86) 1 .5(91 ) - Crop residue (CR) poor - 1 .7(85) 0.5(90) - OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix good - - - 0.1 (73) Woods good 0.4(30) 4.4(55) 1 .9(70) 0. 1 (77) Total Area (by Hydrologic Soil Group) 1 13.4 3.9 .2 ------------------------------------------------------------------------------- SUBAREA: 7 TOTAL DRAINAGE AREA: 18.5 Acres WEIGHTED CURVE NUMBER:76 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 .11 -------------------------------- Subarea #7 - 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 .002 h 0.516 Shallow Concent'd 230 .0017 u 0.096 Open Channel 1700 .0008 .05 8 11 .3 0.705 Time of Concentration = 1 .32* --- 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 % R s. I Woods, Dense U Unpaved E Grass-Range, Short 15 TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : Beldon Road User: DA Date: 02-06-90 County : Hartford State: CT Checked: ---- Date: Subtitle: Existing runoff conditions Subarea : 8 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Op n space (Lawns,parks etc. ) Good condition; grass cover > 75% - 0.2(61 ) - CULTIVATED AGRICULTURAL LANDS Fallow Bare soil ---- - 1 .2(86) - - OTHER AGRICULTURAL LANDS Woods good - 0.2(55) - - Total Area (by Hydrologic Soil Group) 1.6 ------------------------------------------------------------------------------- _ SUBAREA: 8 TOTAL DRAINAGE AREA: 1 .6 Acres WEIGHTED CURVE NUMBER:79 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 -------------------------------- Subarea #8 - 8 ------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sh et 3.2 50 0.018 h 0.214 Shallow Concent'd 400 0.016 u 0.054 Time of Concentration = 0.27* --- 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 APPENDIX C ALTERNATE 2 CALCULATIONS 1 DETENTION BASIN 6 -- STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 74.46 0 0.0 0.0 0.0 0.54 75.0 79370 29211 19990 0.046 1.0 76.0 229910 159140 179130 0.393 0.7 76.7 349785 20,193 379322 0.857 1.3 78.0 37,296 469853 849175 1.932 0.5 78.5 409500 199449 1039624 2.379 STAGE-DISCHARGE CALCULATIONS Basin 6 structures 1) 9" Circular orifice FL = 74.4 Elev. Head Outflow ft. ft. cfs 74.4 0.0 0.0 75.0 0.6 0.8 76.0 1 .6 2.4 76.7 2.3 3.0 78.0 3.6 3.8 78.5 4.1 4.1 Discharge calculations: For H < 1 .2 * D Q = 5.269 x Cd x D2•5 x (H / 1 .2 x D)1.5 For H > 1.2 * D Q = pi / 4 x Cd x D2 x [2 x g x (H - D / 2)]1.5 WHERE: Cd = coefficient of discharge = 0.6 H = head above f l owl i ne (ft. ) D = diameter of orifice (ft. ) g = gravity = 32.16 ft./sec2 2 DETENTION BASIN 7 STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 73.3 0 0.0 0.0 0.0 0.7 74.0 19950 683 683 0.016 2.0 76.0 99610 119560 129243 0.281 2.0 78.0 239450 339060 459303 1.040 STAGE-DISCHAR(3E CALCULATIONS Basin 7 structures 1 ) 9" Circular orifice FL = 73.30 Elev. Head Outflow ft. ft. cfs 73.3 0.0 0.0 74.0 0.7 0.6 76.0 2.7 2.3 78.0 4.7 3.8 Discharge calculations: For H < 1 .2 * D Q = 5.269 x Cd x D2.5 x (H / 1 .2 x D)1.5 For H > 1 .2 * D Q = pi / 4 x Cd x D2 x C2 x g x (H - D / 2)11.5 WHERE: Cd = coefficient of discharge = 0.6 H = head above flowline (ft. ) D = diameter of orifice (ft. ) g = gravity = 32.16 ft./sec2 - 3 DETENTION BASIN 8 STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 74.5 0 0.0 0.0 0.0 0.5 75.0 69200 19550 19550 0.036 1.0 76.0 99384 79792 99342 0.214 1.0 77.0 109656 109020 199362 0.444 1.0 78.0 129000 119328 309690 0.705 STAGE-DISCHARGE CALCULATIONS Basin 8 structures 1) 9" Circular orifice FL' = 74.5 _ Elev. Head Outflow ft. ft. cfs 74.5 0.0 0.0 75.0 0.5 0.6 76.0 1.5 2.3 77.0 2.5 3.2 78.0 3.5 3.8 Discharge calculations: _ For H < 1 .2 * D Q = 5.269 x Cd x D2.5 x (H / 1.2 x D)1.5 For H > 1 .2 * D Q = pi / 4 x Cd x D2 x 12 x g x (H - D / 2)31.5 WHERE: Cd = coefficient of discharge = 0.6 H = head above flowline (ft. ) D = diameter of orifice (ft. ) g = gravity = 32.16 ft./sec2 4 TR-55 CURVE NUMBER COMPUTATION VERSION 1. 11 Project : Beldon Road Subdivision User: DA Date: 02-26-90 County : Hartford State: CT Checked: ---- Date: Subtitle: Developed subareas Subarea : 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% 0.6(39) 0.8(61 ) 2.3(74) - Impervious Areas Paved parking lots, roofs, driveways 4.0(98) - - - CULTIVATED AGRICULTURAL LANDS Fallow Crop residue (CR) poor - - 0.9(90) - OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix good - - 1 .5(65) - Woods good 0.5(30) 0.6(55) 0.6(70) - Total Area (by Hydrologic Soil Group) 5.1 1 .4 5.3 ------------------------------------------------------------------------------- SUBAREA: 6 TOTAL DRAINAGE AREA: 11 .8 Acres WEIGHTED CURVE NUMBER:77 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 . 11 -------------------------------- Subarea #6 - 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 .01 f 0.180 Shallow Concent'd 170 .024 u 0.019 Open Channel 450 .005 .03 2 4.5 0.061 Time of Concentration = 0.26* --- 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, D nse U Unpaved E Grass-Range, Short 5 TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 Project : Beldon Road Subdivision User: DA Date: 02-26-90 County : Hartford State: CT Checked: Date: ---- -------- Subtitle: Developed subareas Subarea : 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% 0.2(39) 0.4(61) 0.7(74) - Impervious Areas Paved parking lots, roofs, driveways 1.6(98) - - - OTHER AGRICULTURAL LANDS Woods good 0.2(30) 0.9(55) 1.1(70) 0.2(77) Total Area (by Hydrologic Soil Group) 2 1.3 1 .8 .2 _ ------------------------------------------------------------------------------- SUBAREA: 7 TOTAL DRAINAGE AREA: 5.3 Acres WEIGHTED CURVE NUMBER:73 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 .11 -------------------------------- Subarea #7 - 7 ------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Tim rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 50 .002 h 0.516 Shallow Concent'd 230 .0017 u 0.096 Open Channel 700 .0008 .05 8 11.3 0.290 Time of Concentration = 0.90* --- 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 6 TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : Beldon Road Subdivision User: DA Date: 02-26-90 County : Hartford State: CT Checked: ---- Date: Subtitle: Developed subareas Subarea : 8 ------------------------------------------------------------------------------- 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% - - 0.8(74) - Impervious Areas Paved parking lots, roofs, driveways 1.2(98) - - - OTHER AGRICULTURAL LANDS Woods good - 0.2(55) 0.1 (70) - Total Area (by Hydrologic Soil Group) 1 .2 .2 .9 ------------------------------------------------------------------------------- SUBAREA: 8 TOTAL DRAINAGE AREA: 2.3 Acres WEIGHTED CURVE NUMBER:85 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1. 11 -------------------------------- Subarea #8 - 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 50 .01 f 0. 180 Shallow Concent'd 70 .01 u 0.012 Open Channel 250 .005 .0136.3 12.6 0.014 Time of Concentration = 0.21* --- 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 — TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 Project : Beldon Road Subdivision User: DA Date: 02-26-90 County : Hartford State: CT Checked: ---- Date: Subtitle: Developed subareas Subarea : 9 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Op n space (Lawns,parks etc. ) Good condition; grass cover > 75% 0.5(39) 9.1 (61) 0.5(74) - - Imp rvious Areas Paved parking lots, roofs, driveways 4.1(98) - - - OTHER AGRICULTURAL LANDS Woods good - 2.0(55) - - Total Area (by Hydrologic Soil Group) 4.6 11.1 .5 ------------------------------------------------------------------------------- - SUBAREA: 9 TOTAL DRAINAGE AREA: 16.2 Acres WEIGHTED CURVE NUMBER:69 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 -------------------------------- Subarea #9 - 9 ------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- She t 3.2 160 .013 f 0.412 Shallow Concent'd 30 .02 u 0.004 Shallow Concent'd 115 .01 p 0.016 Open Channel 1535 .005 .0133.14 6.28 0.084 Time of Concentration = 0.51* --- 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 8 TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Proj ct : Beldon Road Subdivision User: DA Date: 02-26-90 County : Hartford State: CT Checked: ---- Date: Subtitle: Developed subareas Subar a : 10 pause -------------------------------------------------------------------------------- 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% - 0.8(61 ) - - Total Area (by Hydrologic Soil Group) .8 ------------------------------------------------------------------------------- SUBAREA: 10 TOTAL DRAINAGE AREA: .8 Acres WEIGHTED CURVE NUMBER:61 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 .11 ------------------------------- Subarea #5 - 10 ----------------------- 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 .016 f 0.149 Shallow Concent'd 230 .016 u 0.031 Time of Concentration = 0.18* --- 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 APPENDIX D ALTERNATE 3 CALCULATIONS - i _- DETENTION BASIN 6 STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA _ Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 74.46 0 0.0 0.0 0.0 - 0.54 75.0 790 213 213 0.005 1 .0 76.0 29450 1 ,620 19833 0.042 2.0 78.0 109420 12,870 14,703 0.338 0.5 78.5 2559000 669355 819058 1.861 STAGE-DISCHARGE CALCULATIONS _ Basin 6 structures 1) 9" Circular orifice Elev. Head Outflow ft. ft. cfs 74.43 0.0 0.0 75.0 0.57 0.7 76.0 1 .57 2.4 78.0 3.57 3.8 78.5 4.07 4.1 Discharge calculations: For H < 1 .2 * D 0 = 5.269 x Cd x D2.5 x (H / 1.2 x D)1.5 For H > 1 .2 * D 0 = p i / 4 x Cd x D2 x 12 x g x (H - D / 2)]1.5 WHERE: Cd = coefficient of discharge = 0.6 H = head above flowline (ft. ) _ D = diameter of orifice (ft. ) g = gravity = 32.16 ft./sec2 2 DETENTION BASIN 7 STAGE-STORAGE CALCULATIONS BY AVERAGE END AREA Elev. Area Height Volume Sum volume ft. sf ft. cf cf Ac. ft. 73.3 0 0.0 0.0 0.0 0.7 74.0 19950 683 683 0.016 2.0 76.0 99610 119560 129243 0.281 0.3 76.3 349244 69578 189821 0.432 1 .7 78.0 1669420 1709564 1899385 4.348 STAGE-DISCHARGE CALCULATIONS Basin 7 structures 1 ) 9" Circular orifice FL = 73.30 Elev. Head Outflow ft. ft. cfs 73.3 0.0 0.0 74.0 0.7 1 .0 76.0 2.7 3.3 76.3 3.0 3.5 78.0 4.7 4.4 Discharge calculations: For H < 1 .2 * D Q = 5.269 x Cd x D2.5 x (H ! 1.2 x D)1.5 For H > 1 .2 * D Q = pi / 4 x Cd x D2 x C2 x g x (H - D / 2)11•5 WHERE: Cd = coefficient of discharge = 0.6 H = head above flowline (ft. ) D = diameter of orifice (ft. ) g = gravity = 32.16 ft./sec2 3 TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : Beldon Road Subdivision User: DA Date: 02-26-90 County : Hartford State: CT Checked: ---- Date: Subtitle: Proposed drainage conditions with undeveloped offsite areas Subarea : 6 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) -------- L---------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% 0.7(39) - 0.4(74) - Impervious Areas Paved parking lots, roofs, driveways 0.1(98) - - - CULTIVATED AGRICULTURAL LANDS Fallow Crop residue (CR) poor 0.3(76) 0.2(85) 4.0(90) - _ OTHER AGRICULTURAL LANDS Woods good 0.6(30) 1 .0(55) 3.2(70) - Total Area (by Hydrologic Soil Group) 1 .7 1.2 7.6 ------------------------------------------------------------------------------- SUBAREA: 6 TOTAL DRAINAGE AREA: 10.5 Acres WEIGHTED CURVE NUMBER:73 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 — -------------------------------- Subarea #6 - 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 3.2 100 .006 h 0.579 Shallow Concent'd 200 .0165 u 0.027 Open Channel 450 .0022 .05 8 11 .3 0.113 Time of Concentration = 0.72* --- 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 4 TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : Beldon Road Subdivision User: DA Date: 02-26-90 County : Hartford State: CT Checked: ____ Date: ________ Subtitle: Proposed drainage conditions with undeveloped offsite areas Subar a : 7 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- CULTIVATED AGRICULTURAL LANDS Fallow Bare soil ---- 0.4(77) 2.8(86) 1.5(91 ) - Crop residue (CR) poor - 0.8(85) 0.5(90) - OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix good - - - 0.1 (73) Woods good 0.4(30) 1 .8(55) 1 .9(70) 0.1 (77) Total Area (by Hydrologic Soil Group) .8 5.4 3.9 .2 ------------------------------------------------------------------------------- SUBAREA: 7 TOTAL DRAINAGE AREA: 10.3 Acres WEIGHTED CURVE NUMBER:76 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 .11 -------------------------------- Subarea #7 - 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 .002 h 0.516 Shallow Concent'd 230 .0017 u 0.096 Open Channel 700 .0008 .05 8 11.3 0.290 Time of Concentration = 0.90* --- 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 5 _ TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Proi ct : Beldon Road Subdivision User: DA Date: 02-26-90 County : Hartford State: CT Checked: ---- Date: -------- Subtitle: Proposed drainage conditions with undeveloped offsite areas — Subarea : 8 ------------------------------------------------------------------------------- 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% 0.5(39) 9.1(61) 0.5(74) - Imp rvious Areas Paved parking lots, roofs, driveways 4.1(98) - - - OTHER AGRICULTURAL LANDS Woods good - 2.0(55) - - Total Area (by Hydrologic Soil Group) 4.6 11 .1 .5 ------------------------------------------------------------------------------- - SUBAREA: 8 TOTAL DRAINAGE AREA: 16.2 Acres WEIGHTED CURVE NUMBER:69 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 — -------------------------------- Subarea #8 - 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 3.2 160 .013 f 0.412 Shallow Concent'd 30 .026 u 0.003 Shallow Concent'd 115 .01 p 0.016 Open Channel 1535 .005 .0133.14 6.28 0.084 Time of Concentration = 0.51* --- 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 6 TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : Beldon Road Subdivision User: DA Date: 02-26-90 County : Hartford State: CT Checked: ---- Date: Subtitle: Proposed drainage conditions with undeveloped offsite areas Subarea : 9 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Op n space (Lawns,parks etc. ) Good condition; grass cover > 75% - 0.8(61 ) - - Total Area (by Hydrologic Soil Group) .8 ------------------------------------------------------------------------------- SUBAREA: 9 TOTAL DRAINAGE AREA: .8 Acres WEIGHTED CURVE NUMBER:61 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 -------------------------------- Subarea #9 - 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 50 .016 f 0.149 Shallow Concent'd 230 .016 u 0.031 Time of Concentration = 0.18* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- t Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short PLANNING DEPART IN-HOUSE REFERRAL FORK TO: Jean Zur ri Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw Thomas Hart, Fire Marshall Canning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# Zone Acreage Subdivision ✓ Site Plan Residential ✓ No. of Lots/units Commercial Industrial Location: Project Description: �L Future Town-owned property involved? Yes ✓ No (a)new streets__Z(existing frontage also) (b)new open space/recreation area_ active passive (c)new detention area Planning Department comments /o Please let me- know by /7/y" if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. .i PLAIMNG DEPARTN31N'1' IN-HOUSE REFERRAL FORK TO: 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 Dep rtments have received plans for the following project:# � "Jr� a Zone� Acreage Subdivision ✓ Site Plan Residential ✓ No. of Lots/units Commercial Industrial Location: A= Project Description:�`�� Future Town-owned property involved? Yes ✓ No (a)new streets__Z(existing frontage also) (b)new open space/recreation area active passive (c)new detention area Planning Department comments /o Pl ase let me- know by /7/y" if you will have • comments on this application so hat I can follow up with your partment when I do a Planning ep tment report. WENTZELL ASSOCIATES ENGINEERING CONSULTANTS 630 GOVERNOR'S HIGHWAY RECEIVED S. WINDSOR, CT. 06074 (203) 289-2296 OCT 29 M0 S0. W1IVDS0R PLANNING.p �, October 26, _l_090 Ms. Louise Evans Chairman Planning and Zoning Commission Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 RE: Beldon Road Subdivision Dear Louise, I regret that I will not be able to attend the public hearing on the 30th. I wish to take this opportunity to offer suggestions for improvements to the Beldon Road Subdivision Plan. One problem I foresee is that the location of the street from the subdivision onto Governor's Hwy. is in an area which has extensive flooding on the north side during every rain. I would like to request that the drainage lines which run to this intersection be extended across Governors Hwy. to pick up this excess water. The drains near this area are approximately 11 feet below the existing Governor's Hwy. grade. If they could be run across Governor's Hwy. at this approximate elevation, further drainage in this area could be accommodated. This should be a minor expense, as the drains are located at the edge of Governor-s Hwy_ and to extend them across Governor's Hwy. to pick up this drainage would solve a long outstanding problem in this area. Additionally, as you all well know, Governor's Hwy, has a very high level of both automobile and truck traffic. I would like to request that the sidewalks for this subdivision also extend in front of the new houses fronting on Governor's Hwy. and the synagogue site in order to tie in with the South Windsor sidewalk plan. I believe the present plan calls for upgrades to Governor's Hwy. , including the installation of sidewalks, at some time in the future. It appears to be more beneficial to install the sidewalks at this time in front of these new residences and the synagogue. As you all well know, the residents of Governor's Hwy. have long been concerned with the high level of automobile and truck traffic in this area. One way to allow an area u • 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 ��osoR•ca AREA CODE 203/644-2511 October 30, 1990 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Beldon Road Subdivision #90-59P Submitted 9-21-90 We have reviewed the drainage calculations and drawings for the proposed Beldon Road Subdivision and have the following comments: Drainage Calculations Effects of no detention on site should be analyzed and presented. Sheet 1 of 18 1 . On the location plan, the portion of Newberry that doesn't exist should be removed - Nutmeg Road South, Connecticut Avenue, etc. should be shown. Sheets 4 & 5 - Plot Plan 3.2.a.2 1 . Match line should be put on these sheets . 2 . It is recommended that the applicant improve the existing radius of Hilton Drive, at intersection with Beldon Road to a 25' radius . (Corner of Lot #20) 3 . The 20' wide drainage easement has incomplete dimensions & bearings . 4 . Between lots 27 & 28, the open space bounds should be monumented per Town standards . 5 . Easement across Lot 30 - Town feels that this should not belong to the Town of South Windsor. Ms . Marcia A. Banach October 30, 1990 Re: Beldon Road Subdivision Page 2 . Sheet 6 & 7 - Topographic Map 3.2.a.3 1 . Since this site is so flat, one (1) foot contours should be shown. 2. At the intersection of Cook with Beldon the applicant may wish to connect the 36" STM between CB'S 14 & 27 which would seem more appropriate than between CB's 14 & CB 15. 3 . Are there any basements in the proposed houses? If so, the houses need foundation drains. 4 . Finish floor for building on lot 12 shown as 823.0. What is correct elevation? 5. Drainage easement along lot 30 should be centered on pipe. 6 . Consideration should be made to eliminate the existing drainage problem on Governors Highway near Baker Lane. Sheets 8 & 9 - Street Profiles 1 . A 4" underdrain is too small - Town Standards are for 6" minimum pipe size. It is recommended that both sides of the street have underdrains . 2 . Drawing shows underdrain laterals connected to water line. 3 . The roof drains should be connected to structures in all cases. (Where feasible. ) Sheet 10 - Beldon Road Profile 1 . The right of way for Beldon Road has not been established as of this time. Without an established street line, any work off the pavement would be on private property. The applicant should provide street line and/or rights along the abutters from Hilton Drive to the outfall to the Podunk River. 2. The plan lacks sufficient details on Beldon Road from 0+0 to 7+0 such as driveways , walks, trees, landscaped areas, etc. that may be affected. Outf all protection isn't indicated. Ms . Marcia A. Banach October 30, 1990 Re: Beldon Road Page 3 . 3 . It is recommended that CB #13 be moved from the middle of the lot frontage to ease driveway placement. 4 . Show tentative sanitary laterals for the existing residences on the east side of Beldon Road. Show the houses, flow lines, etc. Sheet 16 & 17 - Construction Details 1 . There are a number of sanitary manholes over 10' deep that should be addressed in the detail. Also standard manhole should be changed to provide 3'-0" opening. 2 . Manhole cover does not meet Town standards. 3. 4" underdrain should be 6" minimum. 4 . Sanitary sewer trench detail needed. 5 . Soil analysis and pavement design will be required prior to construction if application is approved. Sheet 18 - E & S Notes Construction sequence - Roadway Construction Notes 1 . Note #1 states "prior to construction -- construction meeting with Building Dept"? Should read Town of South Windsor staff. 2 . Items 8 & 9 should be reversed. General Notes 1 . Note #15 maximum slope of a fill within a subdivision should be no greater than 3:1 to permit maintenance by conventional equipment. JCl/jsv cc: Michael J. Gantick, Director of Public Works i December 3, 1990 M E M O R A N D U M TO: Marcia A. Banach, Director of Plann' g FROM: Jerry C. Iazzetta, Town Engineer RE: Beldon Road Subdivision #90-59P We have reviewed the revised drainage calculations and drawings for the proposed Beldon Road Subdivision dated 11/26/90 . The following comments are still outstanding from our October 30, 1990 memo. Sheets 4 & 5 - Plot Plan 3. 2.a. 2 1 . It is recommended that the applicant improve the existing radius of Hilton Drive, at intersection with Beldon Road to a 25' radius . (Corner of Lot #20) A proposed easement has been shown, but no roadwork indicated. 2 . The 20' wide drainage easement has incomplete dimensions & bearings . Sheet 6 & 7 - Topographic Map 3.2.a.3 f1 . Since this site is so flat, one (1) foot contours should - be shown. At the intersection of Cook with Beldon the applicant may wish to connect the 36" STM between CB'S 14 & 27 which would seem more appropriate than between CB's 14 & 15 . �3 . Are there any basements in the proposed houses? If so, the houses need foundation drains . Drainage easement along lot 30 should be centered on pipe. This was done, however easement is not defined with bearings and distances. ,5. Consideration should be made to eliminate the existing drainage problem on Governors Highway near Baker Lane. Ms . Marcia A. Banach December 3, 1990 Re: Beldon Road Page 2 . Sheet 10 - Beldon Road Profile 1 . The right of way for Beldon Road has not been established as of this time. Without an established street line, any work off the pavement would be on private property-(i)The applicant should provide street line and/or rights along the abutters from Hilton Drive to the outfall to the Podunk River. 2. Outfall protection isn't indicated. 3'. Show tentative sanitary laterals ," for the existing residences on the east side of Beldon Road. Show the houses, flow lines, etc. Laterals shown, but no indication as to whether house connections will work. Sheet 16 & 17 - Construction Details 1 . Manhole cover does not meet Town standards. 2 . Soil analysis and pavement design will be required prior to construction of application is approved. 3 . An additional comment that is noteworthy is that sidewalk details are required. Sheet 18 - E & S Notes General Notes 1 . Note #15 maximum slope of a fill within a subdivision should be no greater than 3:1 to permit maintenance by conventional equipment. Pavement detail shows 2:1 even though this note has been corrected. JCl/jsv cc: Michael J. Gantick, Director of Public Works Jim i&,� W Tio�� C-! � • e P s v 1540 SULLIVAN AVENUE • SOUTH WINDSOM CONN. 06074 ,CoN�� AREA CODE 203/644-25H TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, DEC. 81 1990 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its December 4, 1990 meeting, the Planning and Zoning Commission voted to take the following action: 1 . Approve, Application #90-59P, Capuano Developers for 30 lot subdivision south side of Governors Highway, west side of Beldon Road, A-20 zone. 2. Approve the reduction of certain bonds. PLANNING AND ZONING COMMISSION Marshall Montana, Vice Chairman Bernard Hart, Secretary V �S rM •t,` r Tio 0740Sau� ?d&U&1at u s " 1540 SULLIVAN AVENUE • SOUTH WINOSOR. CONN. 06074 e-co� AREA CODE 203/644-2511 y✓ I December 10, 1990 CERTIFIED LETTER Mr. Paul Capuano 11 Capuano Developers 1275 Cromwell Avenue P' Rocky Hill, CT 06067 lV Dear Mr. Capuano: re: Appl. #90-59P, Beldon Road Subdivision We are pleased to advise that the Planning and Zoning Commission voted on December 41 1990 to approve the above-referenced application for a 30 lot subdivision in accordance with Drawings 1-18 dated 2-1- 90 revised through 11-19-90 prepared by Design Professionals, Project No. 87-188, and with the following modifications: 1. This approval is for 30 lots, numbered 1-30. 2. All deeds for open space and roadways; and Easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted to this Commission prior to filing the mylars and issuance of building permits. All deeds must be in accordance with the policy for accepting deeds and easements and must be approved by the Engineering Department and Town Attorney. The deeds for the roadways and open space will be held in escrow until completion of the subdivision and then referred to the Town Council for acceptance. 3. Concrete sidewalks, built to Town specifications, shall be installed on one side of all new streets, and on the southerly side of Governor's Highway and the westerly side of Beldon Road. 4 . Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" = 40' , shall be submitted for each lot in the subdivision, showing proposed contours; elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and 'location of footing drains have be n approved by the Town Engineer. Mr. Paul Capuano December 10, 1990 Page 2 5. Drainage for this subdivision is subject to the approval of the Town Engineer. • 6 . If, for any reason, finished grading and other site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 7 . All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 8 . Water shall be supplied to this subdivision by Metropolitan District Commission. 9 . Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with th policy established by the Town Manager. Street lighting is to be coordinated with the Chief of Police. 10. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 11. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall be posted prior to filing the plans. If the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, th Commission may, at its option, call the Letter of Cr dit it is holding. 12. A drainage assessment fee in the amount of $1500 shall be submitted to this Commission. Mr. Paul Capuano December 10, 1990 i Page 3 i A liability insurance policy shall be submitted a dn insured, this 13 Commission naming the Town of South Windsor a with a combined single limit for bodily injury and/or i property damage in the amount of $1,000,000. 14 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation ion Commission, including a bond in the amounto $OOO 15. Prior to commencement of any site work, a meeting must be held with Town Staff. 16 All plans used in the field by the developer must bear the stamp and authorized signature of the Town o f South Windsor. 17 . No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's Office. 18 . Beldon Road must be improved to Town specifications along the site frontage, to a width of 13 feet from nter line of the existing road pavement. 19 . Trees to be preserved must be tagged and inspected by The Zoning/Wetlands Enforcement Officer prior to cutting.u intention is to preserve the screening of f the existing hedgerow. 20 . Add note to plans that if Lot 30 is developed residentially, it must meet buffer requirements of zoning regulations. 21. Provide right-of-way and engineering to accommodate realignment of Hilton Drive to a T-intersection with Beldon Road. 22. Indicate open space as Town open space on maps. 23. Distances and bearings must be given for all easements. 24 . Spot elevations (or one foot contours) must be shown in areas where only two foot contours exist. Mr. Paul Capuano December 10, 1990 Page 4 25 . Easement must be obtained from property owner for rights to reconstruct the outfall at the Podunk River. 26 . Outfall protection to the Podunk River must be shown. 27 . Soil analysis and pavement design must be provided prior to construction of the road. 28. Sidewalk detail must be shown. 29 . Pavement detail must show 3:1 slope. 30. Turnaround driveways are required on lots 6, 7, and 8. Black and white transparent mylars of Sheets #2,4,5 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days of the date of approval. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans Chairman LCE/gcm cc: Inland Wetlands Agency/Conservation Commission ,/M. 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 ,Design Professionals, Inc. e � `v to 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 R•co� AREA CODE 203/644-2511 January 14, 1991 R;9 Mr. Steven Colbath T-1 Design Professionals, Inc. 1170 Ellington Road South Windsor, CT 06074 ,JAN 15 1 aqi RE: BELDON ROAD SUBDIVISION South Windsor SOUTH WINDSOR, CT Planning & Zoning Commissioe Dear Mr. Colbath: The South Windsor Water Pollution Control Authority, at their regular meeting of December 18, 1990, reviewed and approved those plans submitted for the extension of sanitary sewers for the Beldon Road Subdivision as shown on plans prepared by Design Professionals, Inc. entitled, "Capuano Builders and Developers Beldon Road Subdivision South Windsor Connecticut, " dated 2/1/90, revised 12/17/90, sheets 2 of 18, 6 of 18 through 17 of 18 inclusive. Said approval subject to the following conditions: 1. Town staff technical approval. 2. Provide laterals for properties on Beldon Road--numbers 50, 60, 70 80 and 90 at locations to be selected by property owners . 3. Town to be provided with as-builts showing horizontal and vertical location of all sanitary sewer structures and sewer laterals. 4 . That this approval letter appear on the final set of mylars and filed with the Town. Very truly yours, ICIA �, o✓�.c-v�cT J seph Carino, C airman Town of South Windsor Water Pollution Control Authority cc: Jerry Iazzetta, Town Engineer Louise Evans, Chairman P & Z Marcia Banach, Director of Planning John Collins, Chief Building Inspector John McCahill, Zoning Enforcement Officer yeslg .n r, fessionals, inc. civil engineers • planners • surveyors ■ May 14,1991 Michele Lipe, Assistant Planner 1540 Sullivan Avenue South Windsor, CT 06074 Dear Michele: Re: Beldon Road Subdivision Beldon Road South Windsor, Connecticut Project No. 87-188 As per your telephone request, Elio Capuano of Capuano Developers hereby requests a 90 day extension of the timeframe to file mylars for the above-referenced project. Moreover, please schedule a pre-construction meeting in the near term, and apprise us of the date when all parties are available. Thank you. Sincerely, Peter R. DeMallie Agent for Elio Capuano cc: Elio Capuano Edwin Lassman, Esq. Irwin Hausman, Esq. ■ ?esigg fessionals,o inc. civil engineers • planners • surveyors ■ b s�� _ PA3 -,1991 , Michele Lipe, Assistant Planner 1540 Sullivan Avenue South Windsor, CT 06074 Dear Michele: Re: Beldon Road Subdivision Beldon Road South Windsor, Connecticut Project No. 87-188 fn —As-.peLa l r , Elio Capuano of Capuano Developers hereby requests a 90 day extension of the timeframe to file mylars for the above-referenced project. fgb in the near te=, mV ise us or tne as a en ail p lable— Thank you. Sincerely, i Peter R. DeMallie Agent for Elio Capuano t cc: Elio Capuano Edwin Lassman, Esq. • Irwin Hausman, Esq. l%? �1t � r K r �� M sf♦t� • r apS �. O � U 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 ��` t•co AREA CODE 203/644-2511 �so July 11, 1991 Ms . Laura O'Donnell Cohn & Birnbaum 100 Pearl Street Hartford, CT 06103-4500 Dear Ms . O'Donnell: Per your request, I have enclosed information regarding the status of application #90-59P, Beldon Road Subdivision. The timeframe for the filing of the mylars has been extended until October 1 , 1991 . (This date is the net result of two 90 day extensions which have been requested by the developer as provided for in the state statutes . ) Prior to the filing of mylars, the following approval conditions have to be satisfied (please refer to the enclosed approval letter) : #2, 11, 12, 13, 14, and 15 . Approval conditions #18-30 are in reference to changes which must be made on the finals plans which have not yet been submitted to this office for review. After the plans have incorporated all modifications requested, mylars of sheets 2, 4 and 5 must be submitted for signing by the Planning & Zoning Commission. If you have any questions regarding the above, please contact me. Very Truly Yours, MiLhele R. Lipe Assistant Planner/Analyst Adikk July 12, 1991' pas i rot sons, Mc. e 01 "gisers • 'lasers • srrvews Louise C. Evans �Tr Chairman, Planning and Zoning Commission T vn of South Windsor .JUL Is 1991 1540 Sullivan Avenue South Windsor, CT 06074 South Windsor RE: Appl. 90-59P, Beldon Road Subdivision Planning & Zoning Commissim (PZC approval Dec. 10, 1990) PHASING PLAN D ar Mrs Evans: On behalf of Capuano Development Inc. ve are requesting that the Planning and Zoning Commission alloy phased development of the Beldon Road Subdivision. This phasing would be in tvo parts. The first phase vould alloy the development of three house lots and the transfer of the parcel known as lot 30 to T mple Beth Hillel. The second phase would be the remaining lots and improvements for the development. Establishment of phasing will: o permit the transfer of Lot 30 to Temple Beth Hillel; o enable bond phasing, making the project more affordable in today's difficult economic environment; o permit immediate construction of model homes; o facilitate advance sales of homes, making it possible to finance second phase development and off-site improvements. Unfortunately, ve discovered that it is not possible to construct Baker Lane as proposed without extraordinary expenditures for off-site improvements of the storm severs. After discussion with town staff, ve have come to the conclusion that a private road or driveway could be constructed that would service lots 11 2, and 3. There would also be made available a design for a street constructed to Town public improvement standards to serve these lots. If the Commission desires, the first phase bonding could include the cost of constructing a road to town standards in the location of Baker Lane. The temporary road proposed would not only service lots 1 through 3 but also would serve as the construction entrance for the second phase. This road would be 18 feet vide and 300 feet long, and follow the right of vay of the proposed Baker Lane. All utilities with the exception of storm severs would be constructed as for the future Baker Lane. As part of th second phase, the road will be rec nstructed to town standards as originally propos d for Baker Lan . 441a gom@•r's rigknl, s•etb •!•is•r, at IM4 T•1. (213)M-iTU July 129 1991 Pa` 2 As part of the first phase, a design for the compl tion of Baker Lane vould be submitt d for approval by town staff. This design vould consider Baker Lane as an independent cul- de-sac street, constructed to tovn standards. If for some r ason development of the second phase did not move forvard, Baker Lane could be constructed as a permanent roadvay. This is the road design that could be bonded along vith phase one. Note that the lots in phase one have full frontage on Governor's Highvay, but they have drivevay access via Baker Lane. Utility connections for lots 2 and 3 are also from Governor's Hvy. Fire protection for these houses vould be furnished by the fire hydrant located near the end of the proposed private roadvay. Upon the completion of phase one and the start of phase tvo, the bond for Baker Lane could be combined vith the overall bonding for the site improvements as originally proposed. In the second phase of development, the off-site storm and sanitary severs vould need to be constructed first. Then, the storm severs could be installed in Baker Lane in conJunction vith the rebuilding of the temporary road to t vn specifications. The temporary road vould remain open to the residents throughout the reconstruction process. Due to the need for expensive off-site improvements to serve the balance of the site, it does not appear likely that there would be more than tvo phases for this subdivision. A map shoving the location of phases one and tvo and the proposed temporary road is supplied with this letter. We thank you for your consideration in this matter. S c ely, �q Steven R. Colbath, P.E. Engineering Manager cc: M. Banach, Planning Director Capuano Developers enc: 2 441c taeraw's ki9buls seetl wisiser, at IM4 Tel. (2#1)211-$TU RECEIVED JUL 16, 1991 SO- WINDSOR PLANNING DEFT, July 16, 1991 M E M O R A N D U M TO: Marcia Banach, Director of Pla ning FROM: Jerry Iazzetta, Town Engineer RE: Beldon Road Subdivision - Pha in We have reviewed the proposed phasing plan dated July, 1991 for the Beldon Road Subdivision and have the following comments: 1 . Detail of temporary gravel drive required. 2 . The proposed temporary gravel drive should be bitumous pavement within the Town R.O.W. 3 . Sanitary Sewer shall be installed as shown on the approved subdivision plans . JCl/kt wM it,<� y r T-am Ole S-0 ?d&U&Ot C � 4 yv 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �'►'p .0 AREA CODE 203/644-2511 August 1 , 1991' CERTIFIED LETTER Mr. Paul Capuano Capuano Developers 1275 Cromwell Avenue Rocky Hill, CT 06067 Dear Mr. Capuano: re: Appl . #90-59P, Beldon Road Subdivision We are pleased to advise that the Planning and Zoning Commission voted on July 30, 1991 to approve the phasing plan presented for the 30 lot subdivision in accordance with Drawings 1-2 dated 2-1-90 revised through 7-11-91 prepared by Design Professionals, Project No. 87-188, and with the following modifications: 1 . This approval is 4 lots in Phase I- 1, 21 3, and 30 and the remainder of the lots in Phase II . 2 . Detail of temporary gravel drive required. 3 . The proposed temporary gravel drive should be bituminous pavement within the Town R.O.W. 4 . Sanitary sewer shall be installed as shown on the approved subdivision plans. 5 . Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding for the individual phases, and Phase I bonds shall be posted prior to filing the plans . If the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter of Credit it is holding. Mr. Paul Capuano Page Two August 1, 1991 Application #90-59P 6 . Building permits for Phase II can not be issued until such time as the bonding for Phase II is posted and the permits are released by this Commission. 7 . All original approval conditions of the 12/04/90 approval apply. Black and white transparent mylar of Sheets #1 in addition to the mylars required with the original approval, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days of the date of approval . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION x � Loui a C. Evans Chairman LCE/mrl cc: Inland Wetlands Agency/Conservation Commission Planning Director Chief Building Official Town Engineer Supt. of Pollution Control Assessor Fire Marshal SENDER: Complete Items 1 and Z when additional services are desired, and complete itemg3 and 4. Put your address in the"RETURN TO" Space on the reverse side. Failure to do this will prev nt this card from being returned to you. dwIX03d to gag the"of For additions fees thefollowing services are ava neu t available.G postmaster or fees and check box «�for additional service(s)requested. 1. O Sh w to whom delivered,date,and addresses's address. Z. O Restricted Delivery t(Hum charge)t t(Extra charge t . Article Addressed to: 4. Article Number P 094 595 369 i Type of Service: 'M PAUL CAPUANO 0 Registered 0 Inured I CAPUANO DEVELOPERS KRCC9rtlfWd 0 COD 1275 CROMWELL.AVENUE 0 Express Mail ROCKY HILL CT- 06067 Always obtain signature of addresses or agent and DATE DELIVERED. 8. Signature—Addressee S. Addressee's Address(ONL Y if X requested and fee paid) 8. h 7. L 20s f Delivery c.� PS Form 3811, f15137 *QLQ. 0.1gn-17e-26e DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICF•'` � OFFICIAL BUSINESS y SENDER INSTRUCTIONS { ✓!� e. Print your name, address, and ZIP C de in tf,a space below. • Complete items 1 the reverse. ,2, 3,and 4 on • Attach to front of article if space LM permits, otherwise affix to back ,� of article. �T Endorse article "Return Receipt PENALTY FOR PRIVATE$` '"'� Requested"adjacent to number. USE,$30o RETURN Print Sender's name,address,and ZIP Code in the space below. TO P & Z — TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE 90-59P SOUTH WINDSOR CT 06074 i: ::I::i:I�:::Il::i::i1::11:::1 M E M O R A N D U M September 4, 1991 TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Beldon Road Subdivision I\j We have reviewed the bond estimate quantities submitted by Design Professionals for Phase I of the Beldon Road Subdivision. We recommend that a bond in the amount of $185,000 be set for Phase I only. Attached is a copy of our bond estimate for your information. JCl/jsv cc: Michael J. Gantick, Director of Public .Works /v C�v�orBOND ESTIMATE FORM PROJECT. gB�Do 1991 CALENDAR YEAR STREET: P&Z I.D. : G'GOf51AJFV Z-S77.*Whl2`__ ENGINEER: DATE: 3 Unit Item Description Unit QuantitV Price Cost 1. Clearing & drubbing LS �' * Z 006 2. Strip & Stockpile Topsoil CY 2.00 3OO 3. Earth Excavation 10.00 (ExcludingRoadway & Trench CY 4. RoadwaV Excavation CY 12.00 5. Earth Trench Excavation 0-4 CY 10.00 6 . Earth Trench Excavation 0-10 CY 12.00 7 . Earth Trench Excavation 0-15 CY 15.00 8. Earth Trench Excavation 0-20 CY 18.00 9 . Roadway Excavation Rock CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11 . Rock Trench Excavation 0-10 CY 75 .00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trench Excavation 0-20 CY 150.00 14 . Formation of Sub grade SY 1.50 ZS� - 15. Subbase Gravel CY 15.0 0 7 7J_t.. 16 . Pr ocessed Aggregate TONS -7 16 .00 17 . Common Borrow CY 10.00 18. Gravel Borrow CY 3 8� 15.00 19 . 71 of Bituminous Concrete Class I TONS 45 .00 20. _�" Bituminous Concrete Clas s s I I TONS � 5 0.0 0 21. Six inch Asphalt Lip Curbing LF 3.00 4"3.1�. 22. Road Wideninq Complete SY 20.00 4-000 . * Vari s Sub-Total $ I BOND ESTIMATE FORM Unit Item Description Unit uantit Price Cost 23. Concrete Sidewalk 4 Wide LF 21C) 2.9.00 ZZj STORM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class In Place LF 130.00 25. 54" RCP Class In Place LF • 100.00 26. 48" RCP Class In Place LF 75.00 27. 42" RCP Class In Place LF 65.00 28. 36" RCP Class In Place LF 60.00 29. 30" RCP Class In Place LF 50.00 30. 24" RCP Class In Place LF 42.00 31. 21" RCP Class In Place LF 40.00 32. 18" RCP Class In Place LF Z 35.00 4-¢10 33. 15" RCP Class In Place LF 4 ZZ 30.00 l Z 660 POLYETHENE PIPE 34. 8" ADS-N-12 or Equal 21.00 35. 10" ADS-N-12 or Equal 22.50 36. 12" ADS-N-12 or Equal 24.00 37. 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 28.00 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 4-?.7 15.00 �0 3 OCR 40. 8" PVC SDR 35 In Place LF 20.00 RIPRAP 41. Modified Ri ra CY 0 45.00 42. Intermediate Riprap CY 45.00 43. Standard Riprap CY 45.00 Page 2. Sub-Total 070 BOND ESTIMATE FORM Unit Item Description Unit Quantitv Price Cost DRAINAGE STRUCTURES 44. Type C Catch Basin EA 1500.00 16>00 45. TVpe "C" Double Grate EA 2000.00 46 . TVpe "C-L" Catch Basin EA 1500.00 /SZ)d 47 . Manhole EA 1500.00 48. Manhole With Drop Inlet EA 2500.00 49 . Manhole Over Ten Feet EA 2000.00 50. Headwall EA 51 . Endwall EA 52. ' X Box Culvert LF 53. 15" Flared End EA 350.00 54. 1811 8 Flared End EA 400.00 $'DD " 55. 24" Flared End EA 500.00 56 . 36" Flared End EA 850.00 57 . 58. 59 . SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61. 10" PVC In Place SDR 35 LF 37 .00 62 8" PVC In Place SDR 35 LF 2 ?Z 35.00 �rZo 63. 6" PVC In Place SDR 35 LF ga 30.00 Z64-o r * Vari s ub-Total Pag 3 S $ r BOND ESTIMATE Unit Item Description Unit Ouantitv Price Cost SANITARY SEWER STRUCTURES 64. SanitarV Manhole EA 1500.00 65. Sanitary Manhole w/Drop Inlet EA 2500.00 66. Sanitary4&60oo Manhole over 10 FT. EA 2000.00 V_ 67. 68. 69. 70. STRUCTURES & MISC. ITEMS 71. Retaining Wall EA 72. Fence e: EA 73. Guide Rail e: EA 74. End Anchorage e: EA 75. Guide Post EA 100.00 76 . Pavement Marking LF �� 1.50 Z Z 77. Street Signs EA / 75.00 737 78. Traffic Si ns EA 75.00 ZZ.r'- 79 . Street Li hts EA Z 1000.00 6 06 80. Furnishinq/Placing Topsoil SY 2.50 67,¢i r 81. Fertilizing, Seeding and Mulching SY 7i!$D 2.50 S 82. Trees EA 150.00 83. Maintenance/Protection of Traffic IS * Zoo 0 * Varies Pag 4. Sub-Total $ / ZZZ BOND ESTIMATE FORM Unit Item Description Unit Quantitv Price Cost 84 . Construction Staking LS r---- * Z-3�0 v 85. As-Builts LS � * Z� v 86 . Iron Pins ` EA S 100.00 g'00 87 . Concrete Monuments EA d 250.00 zs�� EROSION CONTROL 88. Ha bales/Silt Fencing LF 4. 00 89 . Calcium for Dust Control TON 600.00 90. Sedimentation Ponds CY 50.00 91. Maintenance of Erosion and Sedimentation LS 92. 93. Sub-Total Page 1 $ 5-01 Sub-Total Page 2 $= 070 — Sub-Total Page 3 $ Sub-Total Page 4 $ / zZZ Sub-Total Page 5 $ W, y 1471647 25% Contingencies x Sub-Total: $ TOTAL � QV ' J� 1 * Varies Page 5. a wN a CA o � 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 R,co�' AREA CODE 203/644-2511 September 13, 1991 Mr. Paul Capuano Capuano Developers 1275 Cromwell Avenue Rocky Hill, CT 06067 Dear Mr. Capuano: RE: Appl . #90-59P, Beldon Road Subdivision Bond Setting Please be advised that the Planning and Zoning Commission voted on September 10, 1991 to establish the subdivision bond for the Beldon Road Subdivision in the amount of $185,000 for Phase I. If you have any questions regarding the posting of the bond, please contact the Planning Department at 644-2511 . Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans Chairman ml cc: Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning Cph 9zBirnbaumPc. Robert E.Cohn* Joseph K.Fortier Randall J.Sabia Attorneys at Law Robert J.Birnbaum* Michael F.Mulpeter* Steven M.Basche Peter S.Sorokin Robert B.Cox Jennifer Ventres Filler Robert B.Shapiro* Thomas W.Witherington Thomas F.Morgan 100 Pearl Street Thomas M.Divine+ William R.Crowe* Gisele M.Molloy Hartford, Connecticut 06103-4500 Leslie Inrig Olear Holly Jean Bray William J.O'Sullivan Richard J.Shea,Jr. Mark J.Lavoie Leah A.Martin Telephone David B.Losee (203)549-7230 Telecopier (203)727-0361 September 17, 1991 `A&%&e in CT and NY + in CT Mr. Edwin A. Lassman 'gip Rogin, Nassau, Caplan, Lassman, & Hirtle c;outh W irTul--or City Place Hartford CT 06103-3460 i��ann�n� & Zoning Re: CNB-Capuano: Beldon Road Subdivision, South Windsor, Connecticut Dear Ed: Notwithstanding our telephone conversation of yesterday, the various deeds and easements required by the Town will be executed by Elio Capuano, not the Bank's OREO subsidiary. We are not taking back the subdivision by deed in lieu of foreclosure, but rather by strict foreclosure. We have advised Michele Lipe, the Assistant Town Planner, that you will be sending said documents to the Town Planner for approval. As we intened to have the same executed by Mr. Capuano at our September 24 closing and delivered to the Town immediately thereafter, it is imperative that the Town Planner approve the same as soon as possible. Please be advised the following maps are awaiting an additional signature before being recorded: 1. "Sheet 1 of 2 Key Map prepared for Capuano Developers Design Professionals, Inc. 441-C Governor's Highway South Windsor, CT Scale: 1" = 100' Dated 2-1-90 Revised through 8-30-91." (This is the Phasing Map) 2. "Sheet 2 of 18 Key Map prepared for Capuano Developers Design Professionals, Inc. 441-C Governor's Highway South Windsor, CT Scale: 1" = 100' Class D Dated 2-1-90" Cs)hQL Birnbaum pc September 17, 1991 Page 2 3. "Sheet 4 of 18 Plot Plan for Capuano Developers Design Professionals, Inc. 1170 Ellington Road South Windsor, CT, Scale: 1" = 40' Class A-2 Dated 2-1-90, Revised through 12-7-90." 4. "Sheet 5 of 18 Plot Plan for Capuano Developers Design Professionals, Inc. 1170 Ellington Road South Windsor, CT, Scale: 1" = 40' Class A-2 Dated 2-1-90 Revised through 12-7-90." Please contact me with any questions. Sincerely, q�� bE�� Joseph K. Fortier ,KFilwiM" cc: Michele Lipe t G)hqv irnbaum pC. Robert E.Cohn Joseph Fortier Randall J.Sabia K. Attorneys at Law Robert J.Birnbaum* Michael F.Mulpeter* Steven M.Basche Peter S.Sorokin Robert B.Cox Jennifer Ventres Filler Robert B.Shapiro* Thomas W.Witherington Thomas F.Morgan 100 Pearl Street Thomas M.Divine+ William R.Crowe* Gisele M.Molloy Hartford,Connecticut 06103-4500 Leslie Inrig Olear Holly Jean Bray William J.O'Sullivan Richard J.Shea,Jr. Mark J.Lavoie Leah A.Martin Telephone David B.Losee (203)549-7230 Telecopier (203)727-0361 September 17, 1991 +*Ada"Adnucu m �►ed m CT"'d M d Cr u,d M+ Mr. Bradford H. Wainman Vice President SEP I a 1991 Connecticut National Bank 777 Main Street South Windsor Hartford, Connecticut 06115 'fiaoning & Zoning Cnmrnissinp Re: Belden Road/Capuano Subdivision, South Windsor Our Client No. 12603-256 Dear Brad: Pursuant to my conversation with Michele Lipe, South Windsor's Assistant Zoning Official, I have confirmed that the bonds on the project are in the following amounts: The subdivision bond is held in the amount of $185,000.00 and runs to the Town of South Windsor/Planning and Zoning Commission the second bond is for $7,000.00 and runs to the Town of South Windsor/Inland Wetlands Agency/Conservation Commission. The letters of credit must reference the following maps which are being recorded and must also reference the following approval dates: MAPS 1. "Sheet 1 of 2 Key Map prepared for Capuano Developers Design Professionals, Inc. 441-C Governor's Highway South Windsor, CT Scale: 1" = 100' Dated 2-1-90 Revised through 8-30-91." 2. "Sheet 2 of 18 Key Map prepared for Capuano Developers Design Professionals, Inc. 441-C Governor's Highway South Windsor, CT Scale: 1" = 100' Class D Dated 2-1-90" 3. "Sheet 4 of 18 Plot Plan for Capuano Developers Design Professionals, Inc. 1170 Ellington Road South Windsor, CT, Scale: 1" = 40' Class A-2 Dated 2-1-90, Revised through 12-7-90." Birnbaum pC. September 17, 1991 Page 2 4. "Sheet 5 of 18 Plot Plan for Capuano Developers Design Professionals, Inc. 1170 Ellington Road South Windsor, CT, Scale: 1" = 40' Class A-2 Dated 2-1-90 Revised through 12-7-90." APPROVAL DATES 1. Subdivision - December 4, 1990 2. Wetlands - November 26, 1990 Please feed free to cq-11 Joe or me if you have any questions. Please send us copies of the letters of credit so that we can obtain approval by the Town of the same. Thank you. Sincerely, Laura O'Donnell Paralegal cc: Michele Lipe _ LETTER OF TRANSMITTAL ova se.4< � r G � PLANNING DEPARTMENT to TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVE. 1 SOUTH WINDSOR, CT 06074 Date A/ ( 203) 644-2511 TO: RECEI V -z EIS WE ARE SENDING YOU: C7 P&Z initial plans Q Drainage comps 0 P&Z final plans 0 Bond estimate requests O Inland Wetlands plans C--3 Bond reduction requests O Final plans for filin 0 Change order form Other O Correspondence Copies App. No. Project THESE ARE TRANSMITTED as checked below: * For review and comment 0 For your file CO For your use 0 Returned with revisions 0 As requested C3 Other PLEASE RETURN/COMMEM BY: Lf COMMENTS: Copy to: From: ��r.r LETTER OF TRANSMITTAL � •• � H 1. PLANNING DEPARTMENT _ TOXIN OF SOUTH WINDSOR 4 0 SULLIVAN AVE. . ��°soe•co`�`� �5 SOUTH WINDSOR, CT 06074 Date (203) 644-2511 Cs\ ,e � S - a' WE ARE SENDING YOU: p P&Z initial plans Q Drainage comps A?:FP&Z final plans 0 Bond estimate requests O Inland wetlands plans 0 Bond reduction requests O Final plans for filing 0 Change order form C3 Oth r 0 Correspondence Copi s App. No. Project z THESE ARE TRANSMITTED as checked below: 4W For review and comment 0 R®twcne�d with revisions ile M For your use L7 As requested C3 Other PLEASE RETURN/COMENT BY: COK KENTS: * 24 z Ape,co,o -0 -,� IKcC*"- Copy to:�4)- APtlsue- IFrom: ,,C AJP*f R) --Lor. 6 AJEcpS 'ru2�v tov,�p l7 ,q�y I 4PO c, c.-0 N� �z-& — F,�r8FZWOAJ 6,A)Cy Sya w,� 1 E c - ' 'n Imo" A. J+pvc ,v� �v 7AoT,710 oDL Cam' Af - 3 t �hr m�� LETTER OF TRANSMITTAL � �-• ••,< PLANNING DEPARTMENT i A- TOWN OF SOUTH WINDSOR �` 1540 SULLIVAN AVE- SOUTH WINDSOR, CT 06074 (203) 644-2511 Date / co TO: J,' RECEIVED �2 _ OCT 0 3 19991 0. -i Town of South Windsor Eagineering ueui. 2 WE ARE SENDING YOU: W -P 0 P&Z initial plans Q Drainage comps �\�l P&Z final plans C:3 Bond estimate requests C:3 Inland Wetlands plans 0 Bond reduction requests p Final plans for filing 0 Change order form C3 Other C] Correspondence Copi s App. No. Project o--5-cl P u4d�T: THESE ARE TRANSMITTED as checked below: For review and comment 0 For your file 0 For your use AM Returned with revisions p As requested 0 Other PLEASE RETURN/COMKMIT BY: COMMENTS: s Ca 4wwAsd 1#3 ?Alph/ 04 Copy to: 9 From: Ou.-A-Up Mt* �- � 3 g �'tor1M ii,,c CO) to s v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 4�hoSOR.Co��,w AREA CODE 203/644-2511 October 4, 1991 Paul Capuano Capuano Developers 1275 Cromwell Avenue Rocky Hill, CT 06067 Dear Mr. Capuano: re: Appl. #90-59P, Expiring Letters of Credit The Planning and Zoning Commission is holding the following Letter(s) of Credit: Project(s) Bank Amount Expiration BELDON ROAD SUBDIVISION CNB $185,000. 9/25/92 BELDON ROAD SUBDIVISION CNB $ 71000. 9/25/92 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one year period from the expiration date. Will you please forward us the amendment promptly. Very truly yours, J/�V� '��u 61 Marcia A. Banach Director of Planning MAB/pmm cc: Assistant Town Planner • -ftB um pCRobert E.Cohn* Michael F.Mulpeter• Thomas F.Morgan • • Robert J.Birnbaum* Robert B.Cox Maura H.Horan Attorneys at Law Peter S.Sorokin Thomas W.Witherington William J.O'Sullivan Robert B.Shapiro- William R.Crowe* Leah A.Martin 100 Pearl Street Thom M.Divme+ John D.Newman All Hartley++ Leslie Luis olear Holly Jean Bray Robert G.Skelton Hartford, Connecticut 06103-4500 Richard J.Shea,Jr. Mark J.Lavoie Elizabeth Conway David B.Losee Randall J.Sabia Telephone Joseph K.Fortier Jennifer Ventres Filler William H.Ethier,Of Counsel" (203) 493-2200 • Admitted in CT and NY Fax No. ••Admitted in D.C.only (203) 727-0361 August 19, 1992 +Admitted in CT and MA ++Admitted in Tx only Mr. Jerry Iazetta Town Engineer Town of South Windsor 1840 Sullivan Avenue South Windsor, Connecticut 06704 Re: Belden Road Subdivision Dear Mr. Iazetta: Enclosed herewith please find a draft of a Drainage Easement which is a condition of approval of the captioned subdivision. A previous draft has been reviewed by Mr. Davies, and the enclosure has been revised to incorporate his comments and to update the legal description of the easement parcels, which update was necessary based on additional information Design Professionals obtained regarding the Ellington Road and Belden Road street lines. A black- lined copy of the easement indicating the changes made from the previous draft is enclosed for your convenience. It is a condition of approval of a Purchase Agreement for the captioned subdivision between my client, GTT Corp., as Trustee of Onyx Properties Realty Trust, the owner of the captioned subdivision, and the prospective purchaser, that we obtain your approval of the enclosure. For your convenience I have enclosed a copy of the map referred to in the draft easement agreement. If the enclosed draft easement is acceptable, please confirm the same by sign' duplicate original and returning the same to me at your earliest convenience. Ple not s RECEIVED 1 1992 2 ;. ..�.� h Windsor ;"-un 3�of South r,�;nQering . Q -ftBimbaumpc. August 19, 1992 Page 2 hesitate to contact me with any questions. Thank you for your time and cooperation. Sincerely, Joseph K. Fortier Approved this day of 1992 Jerry Iazetta Town Engineer JKF/lkf/0013312 Enckwures oc Ms.Patricia Dellriomo(Via Fwaimik#5483162) ti r T-awn 01 e � .a wQ 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 '►'osol,CoN AREA CODE 203/644-2511 August 24, 1992 Joseph K. Fortier, Esquire Cohn & Birnbaum, P. C. 100 Pearl Street _ Hartford, CT 06103-4500 Dear Attorney Fortier: Re: Beldon Road Subdivision We have reviewed the draft Drainage Easement for the Beldon Road Subdivision, submitted with your August 19, 1992 letter. We have found a discrepancy in the description given on Exhibit A. The first distance given on Exhibit A is shown as 34.87 feet, however that distance is shown on the map to be 2.58 feet. Currently, the storm water runoff from the Beldon Road area, including the proposed and approved Beldon Road Subdivision discharges through this area, as described in Drainage Easement document. It provides the Town and the Grantee's the appropriate rights, including the improvements to be installed as a part of the Beldon Road Subdivision. Those proposed improvements are not being installed by the Town of South Windsor. It will be the obligation of the developer to obtain and file in the Town records the appropriate rights for that installation from the Grantee's, prior to construction. I have enclosed a copy of our standard Temporary Construction Easement form for your information and use. The closing line in the Exhibit A description is along the westerly line of Beldon Road. Prior to the filing of this plan, this westerly Street Line of Beldon Road had not been established. The Town will require a Quit Claim deed from the Grantee's to establish the street line along this frontage. Joseph K. Fortier, Esquire August 24, 1992 Page 2. a You should also be aware that the street line of Governors Highway and Beldon Road, as it abuts the subdivision, also has not been established. The Town will require a similar deed from the Developer when the subdivision is constructed. If you have any questions I can be contacted at 644-2511; Ext. 240 . Very truly yours, A. Bowen Davies Deputy Town Engineer ABD/jsv cc: Marcia A. Banach, Director of Planning Jerry C. Iazzetta, Town Engineer a �M if,t� ce �- OPs ?d&U1460t v 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 4�~as0e.coe�� AREA CODE 203/644-2511 August 27, 1992 Paul Capuano Capuano Developers 1275 Cromwell Avenue Rocky Hill, CT 06067 Dear Mr. Capuano: re: Appl. #90-59P, Beldon Road - Expiring Letters of Credit We have not as yet received any renewals of the letters of credit which expires on September 25, 1992 as noted in our previous renewal request of July 1, 1992. Please be advised that discussion of this matter will be placed on the September 22, 1992 agenda of the Planning and Zoning Commission, and calling of the letter of credit will be initiated at that time if we have not received a renewal. Thank you for your attention to this matter. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm cc: Assistant Town Planner • t TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON ,: �,r.� ( ' � ��. i z 1 U..Phone No. Address 1- Caovtx :�� it J Site Name P&Z No. Owner 0&-no&j� 5E>,vNc: Phone No. Contractor 716 IF4E X, Signature of OwnerZA Date: i0(v.!�194. Signature of Design Engr. Date: 4 CHANGE: (Describe location and na of change. Include three (3) copies of plan/profile of Change. ) ��/�� (,,cG�►►�� CSC �ToRrn 'r..�L�I�- Ar.,) �P��s�� `� /� Reason for Change: (Why is change required) ) APPROVALS: (As Required) Dir.. Of Planning °h • r Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: jz ,r J White - Town Engineer Pink - Director of Planning Yellow - Applicant John M. Casey, Attorney at Law 475 Buckland Road South Windsor, CT 06074 Tel, (203)644-7204 FAX(203)644-7196 May 26, 1993 Mr. A. Bowen Davies Deputy Town Engineer Town of South Windsor 1540 Sullivan Avenue South Windsor, Conn. 06074 RE: DRAINAGE EASEMENT - BELDEN ROAD - PODUNK RIVER Dear Sir: I have reviewed the Temporary Construction Easement and the Drainage Easement for the above project. I approve the legal form and effect of both documents and have so notified you and the Attorney for Wolf & Guerra. Per our discussion I have not considered the descriptions as they have been already approved by you, nor have I considered Exhibit B which deals with the repairs to the Sluice Gate since I am advised that the Town is not a party to the repairs, nor have I concerned myself with the sum of $7,500.00 mentioned in the document since I am informed that that sum is not to be the expense of the Town of South Windsor. However, the contents of the Documents are approved as to their legal effect. Please feel free to notify the parties to execute the Documents whenever they see fit. /eese ,`�� ► cc: Michael H. Clinton, Esq. � �® 9 i F �4owM sEq� re fe, e � U s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SoR.Cp AREA CODE 203/644-2511 Np � July 6, 1993 Mr. Paul Capuano Capuano Developers 1275 Cromwell Avenue Rocky Hill , CT 06067 Dear Mr. Capuano: re: Appl. #90-59P, Expiring Letters of Credit The Planning and Zoning Commission is holding the following Letter(s) of Credit: Project(s) Bank Amount Expiration BELDON ROAD SUBDIVISION CNB $185,000.00 09/25/93 BELDON ROAD SUBDIVISION CNB $ 7,000.00 09/25/93 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one year period from the expiration date. Will you please forward us the amendment promptly. Very truly yours, i Marcia A. Banach Director of Planning MAB/pmm %.XBMEMNON 1mbaum .c a Robert E.Cohn* Michael F.Mulpetee Thomas F.Morgan Robert J.Birnbaum* Robert B.Cox Maum H.Horan Attorneys at Law Peter S.Sorokin Thomas W.Witherington William J.O'Sullivan Robert B.Shapiro- William R.Ctowe- Jill Hartley++ 100 Pearl Street Thomas M.Divine+ John D.Newman Robert G.Skelton Hartford, Connecticut 06103-4500 Leslie Lmg olear Holly Jean Bray Elizabeth Conway Richard J.Shea,Jr. Mark J.Lavoie Sharon P.Churchill David B.Losee Randall J.Sabia David M.Barry,Jr. Telephone Joseph K.Fortier Jednifer Ventres Filler (203) 493-2200 William H.Ethier,Of Counsel— Fax . NO. �- (203) 727-0361 ��J Admitted in CT and NY y 7 1993 Admitted in CT and D.C. +Admitted in CT and MA ++Admitted in CT and TX VIA OVERNIGHT COURIER Mr. A. Bowen Davies Deputy Town Engineer Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Drainage Easement from Arturo Guerra and Helmar Wolf to The Town of South Windsor - Mill on the River property, South Windsor, Connecticut Dear Mr. Davies: Enclosed please find a revision of the captioned Drainage Easement, which does not include the "sluice gate " condition to which you objected. Also enclosed please find a black- lined draft of the same, showing the changes from thr draft I sent to you with my June 7 letter. If the enclosured Drainage Easement is acceptable, please confirm by signing below and returning this letter to me at your earliest convenience. Thank you for your time and cooperation. Si cerely, Joseph K. Fortier ACKNOWLEDGED THIS . -0 DAY OF JULY, 1993 vt_�- t .ro lid A. Bowen Davies 44t't c"� Deputy Engineer u tY Town En 'Weer -r f('L Town of South Windsor d `." w'I `L 46 0,? K JKF/ssm/16232 12603-369 Enclosures - cc: Michael H.Clinton,Esq.(Via Facsimile#291-9282) Mr.Michael Hussey(Via Facsimile#526.3288) Ms.Patricia A.DelGiornio(Via Facsimile#548-3162) C U Tia o-Ps ?d&U&&t G � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•C� AREA CODE 203 644-2511 � September 20, 1993 JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Madam/Sir: Re: Preconstruction Meeting - Appl. #90-59P, Beldon Road Subdivision Friday, September 17, 1993 IN ATTENDANCE NAME COMPANY/ADDRESS TELEPHONE Jean Marc Jacques JMJ Construction Company 282-0678 Ronald S. Day JMJ Construction Company Peter B. Brown Shawmut Bank 7229793 777 Main Street, Hartford 644-2511 exxtt.. 245 Jerry C. Iazzetta Town of South Windsor 45 A. B. Davies Town of South Windsor 644-2511 ext. 240 Joe Perna Design Professionals, Inc. 291-8755 441C Governor's Hwy, S.W. Hal Clisby CUP 627-1334 POBox 1232, Enfield Rich Tardif Yankee Gas 292-2229 POBox 1194, Enfield 229 Doug Faraday Yankee Gas 644-2511 exxtt.. 252 Michele Lipe Town of South Windsor 52 Sgt. Jerry Lewis TOSW Police Services 644-2551 John McCahill Town of South Windsor 644-2511 ext. 229 The following is a brief summary of points discussed during the meeting. Erosion and Sedimentation Control 1 . All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work. JMJ Construction Company - 2 - September 20, 1993 Application #90-59P, Beldon Road Subdivision 2 . All topsoil stockpile areas to be protected (ringed with haybales or equal) . 3 . During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto Beldon Road. 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 provided to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs . Only approved plans are to be used on jobsite. 2 . The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist requested for the following: a) After site is staked out b) All drainage work c) Preparation of subgrade, compaction tests as requested by the Town d) Preparation of subbase, six (6 ) inch lifts e) Placement of bituminous concrete, 2 inch layers 3 . Certification of gravel used as subbase will be required by an approved testing company. 4 . No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 5 . As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located as per revised as-built checklist. 6 . All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 7 . Any problems and/or questions regarding construction of this project will be directed to Jean Marc Jacques 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. JMJ Construction Company - 3 - September 20, 1993 Application #90-59P, Beldon Road Subdivision 9 . Job meetings will be held as needed, and can be called by the developer or Town. 10 . Forty-eight (48) hours notice needed for certificate of occupancy inspection. Two week review period ( 10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See general guidelines for certificate of occupancy and building permit procedures . 11 . Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on -change order form in triplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 12. No paving after October 15 or before April 15 without written approval from Director of Public Works . 13 . Normal hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday. 14 . General Stormwater Discharge Permit from State of Connecticut is required. 15 . State Permit and Drainlayers Permit are required. 16 . Quantity estimates for entire project must be submitted to establish bond amount. 17 Soil analysis and pavement design must be provided prior to construction of the road. Planning Department 1 . Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Department. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Liability Policy must be submitted. 3 . Trees to be preserved must be tagged and inspected by Zoning/Wetlands Enforcement Officer prior to cutting. The intention is to preserve the screening effect of the existing hedgerow. W.P.C.A. 1.. Provide laterals for #50, 60, 70, 80, & 90 Beldon Road. JMJ Construction Company - 4 - September 20, 1993 Application #90-59P, Beldon Road Subdivision SNET/NU 1 . Contact utilities for coordination of utilities connection. Fire Marshall 1 . Blasting (if required) to be coordinated with the Fire Marshal . Police Department 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building(s) after construction emergency numbers must be provided to the Police Department. 2. 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 . Construction trucks should avoid using Governor's Highway. 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, Idtxh Michele R. Lipe Assistant Planner/Analyst MRL/pmm cc: Jerry C. Iazzetta, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control .. `OEM •t�� LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE oc.ro6c12 'f 1993 ( 203) 644-2511 TO: 9 g--rew, OGrAALLzC t>SE N �.ZC F�SS�o,►1J1 t_S 2vV C- LIyI C Uov- H�SNwgv Sc,;cb Wvtiosoz - c--r 0607�r WE ARE SENDING YOU: P & Z initial plans Drainage comps - P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other ��s O�N - S%a�°z� Correspondence Copies A 1 . No. Project 5�4��vrsrv'N THESE ARE TRANSMITTED as checked below: For review and comment ✓ For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: Tidy t N C CSEO PLAN C Sfttt'T l`{ cF �FS� Rr�RrJcN:'LYt1C 'ft2" P ^EbS�� N F T �` L KcTL 2n.t�u - AS T .^.CA ZS /VCT DES ABI ` TI+E �S "Oferi 10EA S o�,�,r/ SP/}CE " AS weLL As SE v6 2 C.�uiR�t� hrUc"rL fls A ACA < q0�-te7" AQ— A s 5 +:)v - Copy to: t-zur -#j 90-SSP (wcT(.1WVf From. As zW A W � v� o � l 5 LIMIT OF INLAND WETLANDS AS FIELD DELINEATED BY JOHN IANNI, CERTIFIED SOIL SCIENTIST, 4-5-89 I X 79.1 t W.F. #1 W.F. AA � � P4 37 -� W.F. #2 i �P • W.F. #3 J w A w 40 .,,, U z � A � � ■ I 1 X 7 J 0 c11 W / 00, S J O WAS I w p4 R 5 zw Z E--4 NnA o � s10 PC a 9+12.D3 R 7-7 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSOXtX,---.,"Qac :k .+ � , ��, Phone No. Address 441-C. Cy � � �c��w� r'r �T w �k a.�;� C-F, Site Name P&Z No. Id LJC2 Owner Atj ,A aP(- Phone No. Contractor -�SM-"> Signature of Owner �'�,'�: ;�,� ,%�� ' .�.. ; :'' Date: Signature of Design Engr. ' �. Date: ) f CHANGE: (Describe location and at,� ' of change. Include three VA ) copies of plan/profiler of Change. ) -t> .tit 7.R44 k � Reason for Change: (Why is change required) APPROVALS: (As Required) Dir.. Of Plannin Date: t Town Engineer r ` Date: "Y Dir.. of Public Works r' ' ` �9 ; �,'r_f Date Other: Date: STAFF COMMENTS: ram" r i White - Town Engineer Pink - Director of Planning Yellow - Applicant ` TOWN OF SOUTH WINDSOR all STAFF SITE CHANGE " " `' ' FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON' Phone No. Address "i ¢�t s►� Ly�`rr =�C a ,. L� Nam- c_ Site Name_ P&Z No. Owner ^SSAkj Phone No. ?5Z-z::6 Contractor Signature of Owner Date: Signature of Design Engr. Date: Av /?,3 CHANGE: (Describe location an n e of° hange. Include three �,a') copies of plan/profile of Change. ) 4- ZSL. VCATF .�`//+T�k- M�,►r J K�F,. ! C�IV V=-r3� J Y_oA(:;> '°i"=n ?;�z:rr Reason for Change: (Why is change required) J kif ,�.JGr -.�+ J �� i s!J' I► ""�1 r A] ram.] •. 1 ! C r.� l .: Q.1Jw'C.oll�i�CTI `� ✓� �1,0�'a� G.T' /' •/. e APPROVALS: (As Required) Dir.. Of Planning i. i ., ( Date: Town Engineer _ �-�- �`��' Date: 1 Dir.. of PublicJWorks Date Other: Date: STAFF COMMENTS .. White - Town Engineer Pink - Director of Planning Yellow - Applicant TOWN OF SOUTH WINDSOR � � `44 STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON , tr;�U �: � - ,. ,Phone No. 291- ?5�5 Address 441- C CaoyExsjo'�> :►nuTI. 1 IA C4� ., Site Name_ loop., P&Z No. Owner Phone No. vSz, . off► ContractorM3 �✓��rs:r�::,TicuJ�. r / ' Signature of Owner lr ; t Date: s Signature of Design Engr.. Date: f CHANGE: (Describe location andre Q change. Include three (X) copies of plan/profile of Change. ) 4 1�. �' e..•� !� 17 "`�.....= ALA E J�1 i 7 j��` i f(i 14►>�s/AJ-I Z q nJr.> �]�,—",��T� ��L"�c'sFJ k..�,�7� . .....'�="�; �`1`� _: '��•cv;,F�°+4 f t�':: �h� �i T� �f�^�l�hJ i'.C.,*'r Jr:>I "..f/'`` ate')..� L.�Lv i a'1� ♦./ri r L i i w" ,4✓`l�' S L::Yr..W f�Y�� P�.-r�l".-'� �Gr �i'•�.' t�i I'_ '��.�i/� ,: �Js.�. �•-' �.1�1�1(r►;. /r�'`� l..+'�ii�i i�e -,J� :..r.��(� Y� i`�r t 1 �=*°"'�-� Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other• Date: STAFF COMMENTS: "' IJ IN White - Town Engineer Pink - Director of Planning Yellow - Applicant TOWN OF SOUTH WINDSOR STAFF SITE CHANGE C IAWCmr.- Criz 5 FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON G si �'=AX-Phone No. 'Z9f-&'7':� Address A41-C GOVLRtiK� H)69 6), Site Nameec,.z,o�.� � `a � �yisi �l P&Z No. Owner '"Nc.Quas> Phone No. 2.&2--0616 Contractor A A Signature of Owner '; "� '� Date: P,../. Signature of Design Engr. fa �` r. Date: /� • -X ► CHANGE: (Describe location and of /dhange. Include three ( ) copies of plan/profile of Change. ) k. Vl R'.r. iLe -- ap CiRCL4 t 11+00 -To 14+'75 • Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: • White - Town Engineer Pink - Director of Planning Yellow - Applicant --- TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSONI -sig,}j ,r .:tal •Phone No.. Z91-b-7 5S Address 441-C Gc>VF-j?j.kge-.� Site Name P&Z No. Owner AkL4, Phone No. Z.5-z-<x6Z.& Contractor n s a a Signature of Owner �,� ''? �,� Date: • ,.'-�'`- d��'�,. ' _ Date:- CHANGE: `L:' � r�• �%'�.� Signature of Design Engr. v_,• - -�=— CHANGE: Describe location and n tu-te, change. Include three) copies of plan/profile of Change. ) 4-- '0-Z ran r)m A C& • Reason for Change: (Why is change required) APPROVALS: (As Required) Dir.. Of Planning 1a� ►' Date Town Engineer Date Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant irs. , i 40W N 8E4( 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 OR•CO� January 25, 1994 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Expiring Letters of Credit Re: Appl . #90-60P, Dart Hill Estates, Phase II Appl . #91-39P, Redfield II Appl . #91-39P, Redfield III Appl . #87-43P, Partridge Meadow Appl . #90-59P, Beldon Road Subdivision The Planning and Zoning Commission is holding the following Letter(s) of Credit: Project(s) Bank Amount Expiration Dart Hill Estates SHAWMUT $155,000 04/01/94 Phase II Redfield II SHAWMUT $200,000 04/01/94 Redfield Phase III SHAWMUT $168,000 04/05/94 Partridge Meadow NATWD $153,000 04/14/94 Beldon Road Subdiv SHAWMUT $185,000 04/01/94 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one year period from the expiration date. Will you please forward us the amendment promptly. Very truly yours, Marcia A. Banach Director of Planning riAB/pmm O�N SEA y s W&U14at o G U a 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 SOR-co�'�w AREA CODE 203/644-2511 March 2, 1994 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: re: Expiring Letters of Credit Application #90-60P, Dart Hill Estates, Phase II #91-39P, Redfield II #91-39P, Redfield III #87-43P, Partridge Meadow #90-59P, Beldon Road Subdivision We have not as yet received any renewals of the letters of credit which expire on April 1, 1994, April 5, 1994, and April 14, 1994 as noted in our previous renewal request of January 25, 1994. Please be advised that discussion of this matter will be placed on the March 22, 1994 agenda of the Planning and Zoning Commission, and calling of the letter of credit will be initiated at that time if we have not received a renewal . Thank you for your attention to this matter. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm cc: Attorney John Kindl RECEIVED 'I APR 11 W4 Clark Realty, Inc. 74• WINDSOR PLANNING DEPT. g CONSTRUCTION SPECIALISTS ��S / 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203)282-0628 OR 644-3113 April 5, 1994 Planning & Zoning COmmission Town of South Windsor 1540 Sullivan Avenue South Windsor, Ct. 06074 RE: BELDON ROAD SUBDIVISION Mr. Thomas A. Murrin, Chairman: We would like to be able to build some model homes on lot # 17, 18, 19 and 20 on the Beldon Rd. Subdivision. We hope to be on your agenda for the next meeting on April 12, 1994. Thank you for all your help. Sincerely, Jean-Marc Jacques President V <ow" sE� o r a s ?40• 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 1,t,OSO$'C°��+ AREA CODE 203/644-25U April 15, 1994 Jean Marc Jacques Clark Realty, Inc. 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl . #90-59P, Beldon Road Subdivision Please be advised that the Planning & Zoning Commission voted on April 12, 1994, to approve your request to construct four model homes at the Beldon Road subdivision, on lots 17, 18, -19, and 20. This approval is subject to the following conditions : 1 . No certificates of occupancy will be granted, and the model homes cannot be sold, until the subdivision bond is posted and subdivision plans have been filed in the Town Clerk's office. 2 . The model homes are subject to the customary building department procedures for issuing building permits . If we may be of further assistance please contact me. Very truly yours, a-,/ - at A 4? c I lX. r • Marcia A. Banach � Director of Planning MAB/pmm cc: Chief Building Official Town Engineer Supt. of Pollution Control Fire Marshal TOWN OF SOUTH WXNDSOR PROJECT:��-�^'� �vgclvisio� � 1 BOND UTIMTB FORK SIC OXW OS S 0;f E94D FA STPIEET P&2 I.D. t _� 1994 CALWAR 7CM y ENGINEER: 1 DATE: S// q4" - , Bond Bond Unit Reduction Reduction Item Description Unit uantit Price Cost No. 1 No. 2 I * �51�•00 1. Clearin & Grubbin LS 2. Strip & Stockpile 6700 � �I oo �, V Topsoil CY 2.00 � 3. Earth Excavation (Excluding Roadway CY 10.00 � Trench) �, vc ,l ' ,SO60 12.00 �i7Z0. - V 4.. Roadway Excavation CY -70 10.00 700. ZZO S. Earth Trench Exc. 0-4 CY oo v 616o 12.00 �4,160• Z617Z0 6. Earth Trench Exc. 0-10 CY 41,4.00.0' 4 2�60 1S.00 /70 • 7. Earth Trench Exc. 0-15 CY 18.oa 8. Earth Trench Exc. 0-20 CY ?�S 9. Roadway Exc. Rock CY 50.00 10. Rock Trench Exc. 0-4 CY _- - 50.00 Exc . 0-10 CY 75.00 11. Rock Trench 12. Rock Trench Exc. 0-15 CY 100.00 150.00 13. Rock Trench Exc. 0-20 CY 6500 1.30 �s9�� m �-?80 14. Formation of Sub rada SY zr 2 0.0 0 6o4d CY 1 108 0 ZI�C-�o.�c V 15. Subbase Gravel - 16. Processed A re ate TONS Z50o 18.00 �'45,�� .�' OQ� 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19. 2 " Bit. Concrete 1750 50.00 3-�500. Class I TONS • to 7 � Z5. �jfo�J 20• Bit. Concrete 37 ZD�b (Class II 55.00 TONS .._._.- 21. 6" As halt Li Curbin LF S98o 3.00 i-7"94000 22. Road Widening Complete. I SY 50.00 *varies Sub-Total Page 1- $ 363 ��•�� z 7 1 T M-V V9-2OZ:a T mnsaN T M H I nns 4n Nfgn 1 BOUD ESTIM B FORM _• VI-101"W /0- 7-y¢ .', Bond • unit Reducti n eduction � Item Description Unit Quantitj price Cost No. 3. No. 2 t 121,07000.Cp 23. Conc Sidewalk 4' Tide LF .340'� 30.007 STORM DgAYNAGE SYSTIIi COMPONENTS 24. 600 RCP Class_ In Place LF 130.00 25. 54" RCP Class-- In Place LF 100.00 26. 48" RCP Class--In Place LF 75.00 27. 42" RCP Class, In Place LF 65.00 0 28. 36" RCP Class_ In Place LF 30 60.00 ��'° 29. 30" RCP Class, In Place LF 9"79 30.00 Z 30. 24" RCP Class_ In Place LF 11526 42.00 a-76,69-L°' ZO/ 3 8 31. 21" RCP Class-..In Place LF 40.00 32. 18" RCP Class_In Place LF 3Zo 33.00 11.,Z00.00 33. 15 RCP Class-In Place LF 621P 30.00 Z4,810• 16,17,0 POLYETHENE PIPE 6" ��. ��a 5 34. • ADS-N-12 or Equal `.�50 ZI.00 35. 10" ADS-N-12 or Equal ZZ.50 36. 12" ADS-N-12 or Equal 24 .00 _ 37. 15" ADS-N-12 or Equal 46 25.50 ZLT 1,173.°" 38. 18" ADS-N-12 or Equal `'p0 28.00 �►13"160'00 13,11600 UNDERDRAINS 08' 3Y44 Z75 O° 4Z/Z7,>' 39. 6" PVC SDR 35 In Place LF 3 15.00 40. 8" PVC SDR 33 In Place .LF 20.00 RIPRAP Gj 41. Modified Riprap CY 42. Intermediate Ri ra CY 60 45.00 V=°O00 43. Standard Ri ra CY a, .� Z�� 1 C� Page 2. Sub-Total. $ 540� bo � M d 800 0 oN ZZ: S T d6. Z T JINW T 8z2-bb9-£OZ:Q I SOON I M Hinos 30 NMOI RON ESTIMATE FORM •f'. �PIZd EqA� I��/7 • Bond Bond Unit Reducti n Reduction item Descri ti n Unitl guantitvPrice C et No. 1 Ba, 2 -DRAINAGE STRUCTURES 44. TyRe 'C" Catch Basin EA_. 2A- 1500.00 �2%pco•°� Z8,l�a 45. Typs "C" Double Grate EA 8 2000.00 V16�coo. o ¢ DD U O 0 46. Type "C-L" Catch Basin FA '.S 1500.00 �� •° 3� �D D o 47. Manhole EA 4 1500.00 ar6.6,.a o0v. 48. Manhole wjDro2 Inlet EA 2500.00 49. Manhole Over Ten Feet EA S 2000.00 °��• 50. Headwall EA * . a&J)4p * �ZSGt�.Ocp 51. Endwall EA -" Box Culvert 32. X LF 53. 15" Flared End EA 450.00 54. 18" Flared End EA 500.00 33. 24" Flared End EA 550.00 56. 36" Flared End EA 850.00 37. 5ED(mcTA;I-A) tr'_e.vc'_1uM cA 3 Zc.YO.00 2r °V 10' Wide 58. Gravel Access Road LF 15.00 59. Reset M.H. or C.B. EA 550.00 2rIJ6504co SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61. 10" PVC In Place SDR 33 LF 37.00 62. 8" PVC In Place SDR 35 LF ZSF'S 35.00 63. 6" PVC In Place 35 LF 6-70 30.00 � oo^ Zo,ioo. 9600 * varies Page 3. Sub-Total $ 193 zz5.� � t 80ND ESTIMATE • land 8oad Unit Reduction Isduction S Item 'Description Uni • uantit Price Cost No. 1 go. SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 1500.00 �.-`'�• 55. Sanitary Manhole w/Drop Inlet EA 2500.00 66. Sanitary Manhole COover 10 FT. EA Z 2000.00 4de �• 67. 68. STRUCTURES & MISC. ITEMS 69. Retaining Wall EA 70. Fence T e: EA 71. Guide Rail (Tyee: EA 72, End Anchorage (Type: ) EA 73• Guide Post EA 100.00 74 . Pavement Markin LF 136 1.50 ZC4 00 Z10¢• ZD ,r 75. Street Si ns EA Z 75.00 76. Traffic Signs EA 75.00 77. Street Lights EA �Z 1000.00 � •� �zi�� 12,404 78. Furnishing Z` � S°� /jr, /FlacinK Topsail SY 6 2.50 79. Fertilizing, Seeding ZSp and Mulchin SY 6 2.50 80. Trees EA 150.00 81. Maintenance/Protection of Traffic LS aj oo �ADD 7.Sv 82. Construction Staking LS * varies °O Page 4. Sub-Total sg�� Y �� • 80ND ESTIMATE FORM - - 0//7/74. Bond Bond unit Seduction Reduction Item Descri tion IInit qHntitT Price Cost N 1 No, Leo 0 • 83. AA-Bu1I,.s L5 * `0- Zs"Vb Z sOO 84. Iron Pins EA so 100,00 s. •oo �i �� S'o 0,0 85. Concrete Monuments EA 230.00 '� o� !0,71V /01 71 86. Landscaping- LS 620 IZ,am� f Z,400 /a/ 3 too87. Driveway-Bit. Conc. SY ,y 20.00 00 3 — 88.D .er ocJTcf-r s�R.vcT�C,E Ell 2 �' 1p�1�00 O D pj 89., 90. Sub-Total S Sub-Total Page 1' $ 363,6o5.'� 2! , ! ✓ //69(� Sub-Total Page 2 $ 2) 0, 460.a' z�ZIGZ D Sub-Total Page 3 $ �93, z25." Z9 4XJ �7 9 Sub-Total Page 4 $ 73,9Z9. -> Sub-Total Page 5 $ joo �6 9 3 L G1y J o Sub-Total $ �� /Z$ 3 4 / 6!! s'3J i Zs 231 Contingencies x Sub-Total.. $ Zj Z wl•T•1 r.■ • P7&4 44 TOTAL S �� 26p�ppp Q� IfR4 //7/4 * varies _ 1�-o De Tb DO 1&o J44 41, Pow Page 5. ? /4-41 y�$ �Q'►�� S/4 y AA• I AA�►• ALI n"•I`T "e, TT $ tell tom •.. • • .. .—. ..— •.�� ....—« .— yC4< r O-Ps 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 4r • �w� AREA CODE 203/644-2511 May 31, 1994 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Expiring Letters of Credit Re: Appl . #91-39P, Redfield IV Appl . #91_39P, BeldonlRoadlSubdivision Appl . #90 59P, We have not as yet received any renewals of the letters of credit ofwhich May 3, expire on July 1, 1994 as noted in our previous renewal request st placed 3, the 1994. Please be advised that discussion Zonin this Comomission, and calling of June 28, 1994 agenda of the Planning 9 the le tters of credit will be initiated at that time if we have not received a renewal . Thank you for your attention to this m".tter. Very truly yours, 'lack- Marcia A. Banach Director of planning MAB/pttmt RECEIVED Clark Realty, Inc. JUN 7 1994 CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 IL WINDSOR PLANNING DEPT. (203)282-0628 OR 644-3113 June 6, 1994 Planning & Zoning Commission Town of South Windsor 1540 Sullivan Ave South Windsor, Ct. 06074 RE: BELDON ROAD SUBDIVISION Mr. Thomas Murrin, Chairman: We are requesting to be place on your next agenda for a Bond reduction at Beldon Rd. Subdivision. If you have any questions, please do not hesitate to contact us at 282-0628 Thank you. Sincerely, Jean-Marc Jacques President j '1 l/ MEMORANDUM TO: Marcia A. Banach, Director of Pl ning FROM: Jerry C. Iazzetta, Town Engineer DATE: June 15, 1994 RE: BELDON ROAD SUBDIVISION Nadf We have reviewed the bond estimate submitted for the Beldon Road Subdivision and recommend that the bond be set for $1, 260,000 . 00 JCl/jsv i i MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: June 21, 1994 RE: BELDON ROAD SUBDIVISION i We have reviewed the request for a bond reduction for the Beldon Road Subdivision. The current subdivision regulations state that "requests for bond reductions will be accepted only at the following stages of project completion: ( 1 ) Completion of utilities installation. . . . " The utility installation is not complete, storm and sanitary sewers are not completely installed nor are electric, telephone, etc. However, recognizing the need for a bond reduction and the amount of work complete, we would like to recommend that the bond be reduced to $814,000 . 00. Attached for your records is a copy of the bond estimate. i I JCl/jsv Attachment tOWN Sf, PA Q F T-0�� 01 � 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 f�4) OR•co AREA CODE 203/644.2511 June 29 , 1994 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl . #90-59P, Beldon Road Subdivision Please be advised that the Planning and Zoning Commission voted on June 28, 1994 to establish a bond in the amount of $1 , 260, 000 for the subject application. A bond or letter of credit in this amount must be posted prior to issuance of building permits . Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro Vice Chairman FAC/pmm cc: Town Engineer TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSONI e. cxk) rr ace a► >�v.=�, taJ�• Phone No. Z91-6155 Address 44(-G -,c�w�-�. y Site Name P&Z No. Owner Phone No. 25Z-o? :Zz Contractor A�Jc• .j Signature of Owner ram' Date: 3 t1 it Signature of Design Engr. Date: CHANGE: (Describe location and n t e of d'hange. Include three copies of plan/profile of Change. ) S L r+ -� �'=,c�'� Reason for Change: (Why is change required) /'�ue;0 ✓s-hp -�- APPROVALS: (As Required) Dir.. Of Planning r �._ Date: Tpwn Engineer n �:-;'{. -° Date: f y �r�Dir.. of Public Works �' '° .a t4 f'' Date: !� Other: W Date: r7 rj STAFF COMMENTS: f .• /t F^''� rr ... t y'4., `.i L- ,� - a _ r. '{�, I � r s: � !d_ .^,' Y� _ .�" L. •7 1 M r White - Town Engineer Pink - Director of Planning Yellow - Applicant p0 At r ET 1 Ali � � 5p0• ► h 1 /RO/. /IGN 7- W2 ►, , Q+ r ► ►.► X78.4 _ PsH►w 9 I / � /p / IN=66.39 I r ' 32 n . . �, / /IC# l/ f TF a 75.65 p = 17'20'33' ►► ► FL m 71.96 15 - 3 ' - 71.71 18 R 25.00 I L a 98.37 \ h CB 3 ► h ' // . ' 77 TF _ .14 � ► l 6 � ► �ry 106 co FL = 73.50 � � ' 4 S 41 b�, 0_ 90,00:00� r r ► r +00 1 50 R 25.00 5,� lS RCp W L = 39.27' ' V Q7/ ► ► I HYD a 34'00 /IT? 1 s SIGN - R -1 4. s �i A ' .o�ll s r • 2 1 8 ,�? %2 N L = 50 28' 0 + rO OZ 290 14y.62 0 t ►. `v L = 3 . •6 N 41 b7'S �9 a II / TF = 82.89 t / 9 3 16 0 f �'O X 8►4. = 78.64 I ►^ �.. 8.74, 4 / � P .H 8 ,°' aD / / r 4 TO 8 A ► t B bp 900 / � ppia82S ` < �\R = 39.00, co ► T 0,pF �► 3too / 27 / ► CB 28 r I / 79. // / TF = 83.80 to r X 79 / TF 82.82 X FL = 75.72 r ► / FL 79.00 2 WIDE D GE ASEM LOT # 1 ► r IN A E 25,04 sq. ft. ,► PROF'/ DG OF PAVEMENT � OWN MBSQR 0.5t7 acres EXIS EDG OF PAVEMENT Exist. SMH Ssi9.o \ 10, ,mf r X 84. TF = 84.92 6s.9s B��'P�o o / � � FL = 65.76 N 41.0�• IMI`F�OF RIGH TRAWL 9 S t , AR �F OADWAY WIDENING ' VE T 3 A 18 •40, f SE ETA SHEET 16 MA TCH b / o �. LOT / X e /r so 20,441/s ./ft. �I ►r v I 17 � � � 0.46/ �es , � /i z I 0 2 ' WID ' RIA�GE EASE T✓` , r ► ► r IN VO OF , �Q./ i ► i g LOT / SNET , t' Q. / ► s= - ► r _n-E W N 267 6'52' E I •alb tr 151.12' C.Q. 0° ! it, ``f/ / PROP. SIGN - r 7 0 - \ W2-2 I r 2 WAD N SEMENT +► o IN AV E OWN OR CO 00 rr / ' 7 84 ' 43,214 s ft. \\ 0.99 a s/ N n I EXIST. 6' STEEL = 56'03'00' / " GAS LINE J •' �� R = 162.87' „t // f' L - 159.33 GN I EXIS PIPE & WALL 100' "E�xis -2 Exist. SMH �TO BEOVED ,' 1 c / TF = 83.25 SNET IL Ar FL = 66.17 -►r' S NET 2216 EXISTING r► /LI HT r •a 0PAVfMENT it ll �6�pp 8"IatX' c B4.9 °. i f)LjQ'=RCP = = = = - - - - - - - - - -FL_ 77.53 RELOCATE 0 , ' 9 �-�' 6' - T► I� It ,. = 4 nil It Ex. CB l Clark Realty, Inc. CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203)282-0628 OR 644-3113 July 13, 1994 Michele Lippe Town of South Windsor, Planning Dept. 1540 Sullivan Ave. South Windsor, CT 06074 RE: Beldon Road Subdivision Please be advised that there will be no phasing of the Beldon road Subdivision, and that we would appreciate release of building permits for the entire subdivision, as submitted. If required we would like to be place on your next Planning & Zoning Commission agenda. � 1 � fr RECIE11VEG JUL 14 1994 0 So.Windsor Planning Crt. � y eo Sincerely, Nancy Harri Clark Realty Inc. Clark Realty, Inc. CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH W1Nng0R, CT 06074 (203)282-0628, MRS. MICHELE LIPE RECEIVED ASSISTANT TOWN PLANNER JUL 14 1994 TOWN OF SOUTH WINDSOR 1540 SILLIVAN AVENUE % WINDSOR PLANNING DEPT. SOUTH WINDSOR, CT. 06074 RE: BELDON ROAD SUBDIVISION �J . OUR INTENTION IS TO PAVE THE ENTIRE SUBDIVISION BY OCTOBER 1, 1994. IN THE EVENT WE ARE NOT FINISH BY THAT DATE WE AGREE TO CONSTRUCT A CUL-DE-SAC PRIOR TO OCTOBER 15, 1994. THE CUL-DE-SAC WOULD BE CONSTRUCT IN THE VACINITY OF LOT 14. INCIDENTALLY THERE IS NO PROPOSE PHASING OF THE DEVELOPMENT AT THIS TIME. THANK YOU FOR ALL YOUR HELP. SINCERELY, Muriel Ja ques, Vice-President W N SE* o � 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 w r��soR.CO AREA CODE 203/644-2511 July 21 , 1994 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl . #90-59P, Beldon Road Subdivision This is to advise that the Planning and Zoning Commission voted on July 19 , 1994 to reduce the subdivision/site bond for the above-referenced project from $1 , 260, 000 to $800, 000 . Please forward an amendment to the bond we are currently holding showing this reduction at your earliest convenience. Thank you. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc: Town Engineer I o a w 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 r�dsOR•co� AREA CODE 203/644-2511 July 22, 1994 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl . #90-59P, Beldon Road Subdivision The Planning & Zoning Commission voted at its July 19 , 1994 meeting to approve the release of building permits for Phase II of the Beldon Road Subdivision. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Vice rhairman FAC/pmm cc: Chief Building Official Town Engineer '0*N SE, Ca T'OW� 01 W&U1460t Cd 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SOR-co AREA CODE 203/644-2511 August 2, 1994 Mr. Jean Marc Jacques Clark Realty, Inc . 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Appl . #90-59P, Beldon Road Subdivision Please be advised that the Planing & Zoning Commission voted on July 18, 1994 to release the building permits for the remainder of the above referenced subdivision upon the posting of the required security bond. Very Truly Yours , PLANNING & ZONING COMMISSION Frank A. Castro Vice-Chairman cc : Marcia A. Banach, Director of Planning Jerry C . Iazzetta, Town Engineer John Collins , Chief Building Official t0,$ CIO 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 SOR•c AREA CODE 203/644-2511 August 9, 1994 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Expiring Letters of Credit Re: Appl . #91-39P, Redfield IV Appl . #91-39P, Redfield III Appl . #90-59P, Beldon Road Subdivision The Planning and Zoning Commission is holding the following Letter(s) of Credit: Project(s) Bank Amount Expiration Redfield Phase III SHAWMUT $168,000. 10/01/94 Redfield Phase IV SHAWMUT $ 67,000. 10/01/94 Beldon Road Subdiv SHAWMUT $185,000. 10/01/94 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one year period from the expiration date. Will you please forward us the amendment promptly. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm tCw N $E� ca U 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 SOR-Co�'`�w AREA CODE 203/644-2511 August 10, 1994 Mr. Robert Arsenault Design Professionals 441C Governors Highway South Windsor CT 06074 RE: APPROVAL OF ALTERNATIVE CONNECTION ON BELDON ROAD Dear Mr. Arsenault: The South Windsor Water Pollution Control Authority, at a special meeting on July 5, 1994 , approved the change in configuration of the previously approved sanitary sewerage system for the Beldon Road Subdivision as detailed on the map entitled Sewer Design Map Change Order #7 for Beldon Road Subdivision, Job #87-188, Revised 7/8/94 , prepared by Design Professionals , Inc . and subject to the following conditions . 1 . Town Engineering technical approval obtained . 2 . Easement paperwork meets all Town requirements and a copy of that easement is placed on file in the Town Clerk' s office. 3 . Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer has been installed and inspected by the Town staff , and based upon the written verification of the town staff that said sanitary sewer was installed by the developer in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. Mr. Robert Arsenault August 10, 1994 Page 2 . 4 . This approval letter must be superimposed into the final approval plans . Very truly yours , sep Carino, Chairman Water Pollution Control Authority JC/jsv cc: Jean E. Zurbrigen, Town Manager Michael J. Gantick, Director of Public Works Jerry C. Iazzetta, Town Engineer Marcia A. Banach, Director of Planning✓ John Collins, Chief Building Inspector John McCahill, Zoning/Wetlands Enforcement Officer t Aow N sE,44 o �- O-Ps ?d&U&10t G V 9 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 G SO It.co�' AREA CODE 203/644-2511 August 29, 1994 Mr. Jean Marc Jacques Clark Realty Co., Inc. 658 Ellington Road South Windsor, CT 06074 RE: BELDON ROAD SUBDIVISION LOT TO LOT GRADING & STORM WATER CONTROL Dear Mr. Jacques: On August 16, 1994, John Jacques and I had a conversation about the grading of the lots within the Beldon Road Subdivision and the potential surface and ground water difficulties. Our primary concern was the rear yards of lots 21 through 27, where they abut the residences on Edgewood Drive, however, it would also apply to the rest of the lots in the subdivision. The properties adjacent to, and the subdivision itself, is in an area that is flat and subject to poor or slow surface runoff. From the submitted plans there is approximately three feet of slope in one thousand feet across the rear of these lots. With the construction of the houses, the filling of the lots and the potential adverse affect on the abutters, John and I agreed that there may be a need for provisions for additional drainage or some method of directing the surface runoff into the existing drainage system. This must be monitored and if warranted the additional work must be provided. The Town is concerned that as each lot is completed the grading does not create any ponding or affect the ncighbor. The finished grading and seeding must be completed prior to Certificate of Occupancy request and must be shown accurately on the as-built drawing. This would provide us with documentation that the finish product was constructed properly and was functioning at the time it was accepted by the Town. If you have any questions or wish to discuss this further, I can be contacted at 644-2511, Extension 240. Very truly yours, A. Bowen Davies Dep. Town Engineer cc: Jerry C. larzetta, Town Engineer J Marcia A. Banach, Director of Planning John McCahill, Zoning/Wetlands Enforcement Officer pow" ``qt r oie S-au� W&zd6at C � a � 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 soR ca�'�� AREA CODE 203/644-2511 September 8, 1994 Jean Marc Jacques JMJ Construction Company . 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Expiring Letters of Credit Application #90-59P, Beldon Road Subdivision We have not as yet received any renewals of the letters of credit which expire October 1 , 1994 as noted in our previous renewal request of August 9 , 1994 . Please be advised that discussion of this matter will be placed on the September 20 , 1994 agenda of the Planning and Zoning Commission, and calling of the letters of credit will be initiated at that time if we have not received a renewal . Thank you for your attention to this matter. Very truly yours , � ct Marcia A. Banach Director of Planning MAB/pmm � cof e'a' Z�`• tow N ss, e � - 9 ` 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 s �' AREA CODE 203/644-2511 September 14 , 1994 Mr. Jean Marc Jacques JMJ Construction Co . 658 Ellington Road South Windsor, CT 06074 RE: BELDON ROAD SUBDIVISION Dear Mr. Jacques : The intersection of Hilton Drive and Beldon Road was to have been reconstructed as per the approved subdivision plans . The work done at this intersection by your crews is not acceptable and not in accordance with the plans . We have made several requests that this intersection be corrected to the alignment shown on your approved plans . To date this has not been corrected . We ask that this intersection be corrected in accordance with the plans . As we have been trying for months to get this corrected, certain measures may be necessary - including not issuing Certificates of Occupancy - if this work is not completed by September 30 , 1994 . If you have any questions , please call me at 644-2511 , Ext . 245 . Very truly ours , J rry C Iaz tl, P . E . own ETh4ineer JCl/jsv cc: John Collins , Chief Building Inspector John McCahill, Zoning/Wetlands Enforcement Officer A. Bowen Davies , Deputy Town Engineer Lester A. Braddock, Engineering Assistant Project File Exis tin g 6' St el Gas Main �► ♦ fit♦ Connect n w sanitar s w ♦ existing yy ♦ ca NOTE: Install Type 'CL' catch bas(n, g San MH Sta. 2 �♦ 4 o A remove exist. pipe and R build invert of MH. ♦ ` 5 C- Construct leakoff to CB. n \% `\ CPS ." Q 0 RELOCATE ROAD SIGN Il '\♦� �� ° e3 0 Construct 30' radius pavemant return ^� `♦ \ with curbing at intersection. ♦ ° rn SNET 2659 d '"I to c > / WAIGHT \ ILT DRIVE2+00 0 00 Bit. ♦< SnetCo 3647 f� Drive \\V — — — __ w/ Ught PROP. DMH 'C' ANGLE POINT 0 rn STA 7+21.18 �, �� O T 2 P LOT � o CONVERT EXIST. CB 5 `\ \ O TO MANHOLE NOTE: New Pavement and ` Curbing for this alignment not to be installed at this \ time. PLAN - HILTON DRI VE STA 0 � 00 TO 2+ 50 SCALE: 1 inch = 40 feet VTT I. TOWN OF SOUTH WINDSOR 46 STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Phone No. z-�i - 37 Address Ive A-.O,' Z&= P&Z No. Site Name u i i e—i t, Phone 4� Owner A Q Contractor j V e-r-7ce Date: -- Signature of Owner_4'�,--"., Date: Signature of Design Engr- CHANGE: (Describe location and/r �re of change. Include three �,26 copies of plan/profile of Change. ) -Z 7 Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: xll Town Engineer Date: : Dir. of Public ors Date Other: Date: STAFF COMMENTS: -7- _77/ White - Town Engineer Pink - Director of Planning Yellow - Applicant DRAINAGE GRATES R4030 Series Heavy Duty Grates ; R-4040 Series Light Duty Grates ed�s D signed to fit in bell end of standard sewer pipe. Bell and spigot vitrified clay and concrete pipe are made under many specifications and dimensions vary. Check the grate sizes in the table R-4030 Type Grate" * R-4030 Typ Grate$ to be sure they will fit the pipe you are using. If specified,special setback lug arrangement is available on R-4040 series which modifies grate to fit corrugated metal pipe in sizes ",A '' indicated. Not available on R-4030 reries Showing grate . C9 ell placed in bell of 'o. 'r�.• Weight in Pounds standard vitrified Heavy Duty Light Duty D sewer pipe. b R-4030 R-4040 Pipe Grate - Grate Size Dia Thickness' 6 --— 51/e 1�---- 13t 8 6 8 2 25t 0 3 2,/4 25# --- - - i -- 2 7 r.• u 38# 32 12 143/4 2 70# 55 15 181/. _2'4 115t**0 75 -- 18—- 22 ---2I/a-- r 200t**0 100 21 251/2 3 T` 210t** 140 24 29 31/; 290** 155 27 3 2 iT___r3'"', $ ecif R-4040 300**0 180 30 36 3, Specify: Type Grate with Legs *For light duty series this figure includes legs. **Slotted openings. 1. Catalog number. tSlight Crown. $Square openings. oNot recommended for bicycle traffic. 2. Pipe size. For safety standards see pages 88 to 93. 3. Setback lugs on R-4040 for corrugated pipe if required. r R-4044 Series Manhole Lids to Fit Over Pipe Bell M dium Duty Bell and spigot vitrified clay and concrete pipe is mad under many specifications and dimensions vary. Check the lid size in the table to be sure For Dimensions they will fit th pipe you are using. Catalog Pipe in inches Wt. Specify: No. Size A F3 C D Lbs. 1. Catalog number. R-4044-A 4 7% % 1%4 5411 7 2. Lettered as shown or without letterinq. R-4044-B 6 9%2 %2 1%2 73/4 13 e R-4044-D 10 143/ %2 2%4 123/ 30 JII ----- ° -- - 1 R-4044-E 12 17%4 5/e 2%4 14%2 50 L R-4044-F 15 21%4 Sib 2%4 17 53 R-4044-G 18 25%2 5/e 2%2 213/4 11 1 ^ R-4044-J 21 29%2 34 2%2 24%8 150 ?' R-4044-K 24 1 33%4 34 2%2 29%4 185 R-4055 Series Covers to Catalog Pipe in ruches Wt Fit in Sewer Pipe Bell No. _Size —A _B_ Lbs R-4055-4 4 51/. I', 5 R-4055-6 6 8 2 8 Medium Duty R-4055-8 8_ 10'/e _2'/, 15 R-4055-10 10 121/e 2'/7_ 22 Supplied with 1" lift hole as standard. Available R-4055-12 12 143/. 2'/7 30 without lift hole if so specified. R-4055-15 15 181/4 2114 45 Wh n ordering, advise pipe size. Remember, bell R-4055-18 18 22 2I 50 �—A -" and spigot vitrified clay and concrete pipe is R-4055-21 21 25'/2 3 110 mad under many specifications and dimensions R-4055-24 24 29 31•'4 140 R-4055-27 27 32'/. 3''� 170 vary. Check the cover size in the table to be sure th y will fit the pipe you are using. R-4055-30 30 36 3'a 240 4 ° 4 b � N EENAH IN 2108 FOUNDRY COMPANY � j Maw S EP 3 0 1994 N J.M.J. CONSTRUCTION CO. , C. 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203) 282-0628 9 � September 29, 1994.. . HAND-DELIVERED Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 ATTN : Louise C . Evans , Chairwoman Planning & Zoning Commission Dear Ms . Evans : RE: Bond reduction for Beldon Rd Subdivision Since we have completed a tremendous amount of work in the past three weeks on the above referenced subdivision we would like to request to be on the agenda for the earliest meeting in order to request a substantiel bond reduction . Should you need an estimated quantity of the work completed we will be happy to have Mr. Peter De Malle of Design Professionals Inc provide you with it. Should you have any questions feel free to contact us at the following phone# 644-8137 . Very truly yours , OJJ AN-MARC JACQ PR DENT JMJ/jh cc : Jerry C. Iazzetta Marcia A. Banach lk NL Aqi Ile SOW GO s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 pSOR•Cpt� October 13 , 1994 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl #90-59P, Beldon Road Subdivision At the Planning & Zoning meeting of October 11 , 1994 , the Commission voted to allow the preservation of the swale and hedgerow vegetation/trees and require private drainage easements and allowing the right to drain from one property to another . They also stated that the outlet structure on lot #20 should be maintained by the Town . Please provide the Planning Department the maps showing the changes and easements that were approved . Thank you for your attention to this matter. Very truly yours , PLANNING & ZONING COMMISSION Frank A. Castro, Vice Ch rirman FAC/pmm cc: Town Engineer JMJ CONSTRUCTION COMPANY 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 October 7, 19 Mr. Frank Castro, Vice Chairman to Planning&Zoning Commission OCT 1 1 1994 1540 Sullivan Avenue South Windsor, CT 06074 A Dear Mr. Castro: ! At the end of 1993 our firm purchased a 29 lot development known as the Beldon Road Subdivision from Shawmut Bank. The subdivision had been approved several years earlier on an application of Elio Capuano, and we had not been involved in its original design. That design called for completely filling in a drainage channel, removing all trees on either side of the channel, and raising the ground elevation in that vicinity. The channel previously drained a large area, including part of Governors Square business center(the land now owned by the French Club). In an effort to preserve the mature trees on either side of the channel along the rear lot lines of lots 14-20, we have raised the channel's depth to a level which minimizes impact on the trees, and this area has been stabilized with new grass. It has effectively been made into a shallow swale, which satisfactorily drains the rear yards. The construction of Cody Circle and its drainage system has completely cut off the flow from the west. We are asking for you and members of the Commission to walk this area to see its natural beauty, and then to allow us to preserve it as it now exists. The alternative is to have every tree removed and fill brought in, which will be very disruptive. In considering this request, please consider that lots 17 and 20 are already occupied, and the homeowners are emphatic that the trees should not be removed. Certificates of occupancy were issued by the Town for both. The trees offer privacy, natural views, and form an appropriate definition of their rear lot lines. Our engineers have reviewed our proposal. They are of the opinion that the lot to lot drainage is working and will continue to work, and that the swale drains a relatively modest area, minimizing the amount of water that will flow down the swale into the drainage system in Beldon Road. You should be aware that our first action in this matter was to request a change order from the Town Engineer, which was denied on Thursday for the stated reason- "lot to lot drainage problem is created". The application form and a copy of the change order map are attached for your consideration. In conclusion, we would appreciate a prompt decision, for the two families residing there need to know at the earliest possible moment, and we would also need to inform home buyers under contract of your decision. Sincerely, Marc Jacq es president M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: BELDON ROAD SUBDIVISION DATE: October 17 , 1994 We have reviewed the October 12, 1994 request for a bond reduction at the Beldon Road Subdivision and recommend that it be reduced to $270 , 000 . 00 . Attached is a copy of the bond estimate for your files . JCl/jsv Attachment MEhf'ORANDUM TO: PLANNING & ZONING COMMISSION FROM: Marcia A. Banach, Director of Planning RE: BOND SETTINGS/REDUCTIONS/RELEASES DATE: October 18, 1994 Below please find recommended bond settings, reductions and releases. SUBDIVISION BOND PRESENT BOND RECOMMENDED REMAINING SITE U AMOUNT BOND REDUCTION BOND Beldon Road Subdivision $800,000 $5301000 $270,000 cc: Engineering-Project File l C ' a V 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 soR coy AREA CODE 203/644-2511 October 20 , 1994 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl #90-59P, Beldon Road Subdivision This is to advise you that the Planning and Zoning Commission voted on October 18 , 1994 to reduce the subdivision bond for the above-referenced project from $800 , 000 to $270, 000 . Please forward an amendment to the bond we are currently holding showing this reduction at your earliest convenience . Thank you. Very truly yours , PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc: Town Engineer 1{�[ TOWN OF SOUTH WINDSOR GRAWE p'P-rw-L, d 10 STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Phone No.- 9i eR63_ Address Site Name ,l P&Z No. Owner Phone No. Contractor Signature of Owner Date: i 1 414 Signature of Design ngr. _ Date: CHANGE: (Describe location and fia r of ',, hange. Include ` three -copies of plan/profile of Change. ) a too mjxoft: — ° i P Reason for Change: (Why is change required) t APPROVALS: (As Required) Dir.. Of Planning = Date: ; Town Engineer t Date: ,�_ 4/' Dir.. of Public *;r1is �, Date Other: Date: STAFF COMMENTS: 1 i White - Town Engineer Pink - Director of Planning Yellow - Applicant a ..�-...-r..•..di-_. _. _. ,..._.»,. ... .. v k..! .a_ __ e.'---_!' nr a u-,Liyv ..Md-._ uwG;i� .'i'.�:.+_..i iu�i._!;ice :kw_Ji '� 'iN_iL# `ram' ,.dAMML I TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON i �� a �` � = -�r - `- Ick. Phone No. Z-)f• Address } , r;�. .TS("T �4.� Site Name P&Z No. Owner Phone No. -Zs t.- Lam. Contractor Signature of Owner -1'l � Date: f --- Date: Signature of Design Engr. ;��,._d_f• ' ..- - CHANGE: (Describe location and nature 'ot-lafrange. Include three (3) copies of plan/profile of Change. ) �-?,.A N T Reason for Change: (Why is change required) j ;;J .1,/7L. _�t - `.i_��4 �.g. �1• 1 I n,�Z, b 1�� f-.�'.��u "� �►.��G� �l.w/-i.� is�!�i 3'..'.'l t-,°..`.✓ �a. f � ` "..L.. ?4 .� •:.0 J" .iw. t'"?'i:-..I�'�' ...n I-.1.'. �r-...3., _rt r.,t.J�> J ' APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer _ , ' Date: L �' Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant NOV-29-1994 16:09 PERAKOS—KINDL—ZITZER, PC 203 724 0505 P.02/07 RRR A W OS, KIN I)L Sc ZI7s1aA, P.Ca. GGUNSELLORS AT T,A W ,^wQ7 MwTN STR}C3:T HART707M,CONNULUICUT WIC)i (200)SGO.01550 FAX ff3CX11 7'Lt4.-L A0G Ji�llti J.li.TWTiT. HT1W.UN L.kl;II KO-Sf1M-10-IM1111 NOV mbar 29, 1994 Mr. Jerry Iassetta Town Engineer Town of South Windsor SENT BY FACSIMILE 1540 Sullivan Avenue 644--3781 South Windsor, CT 06074 Re: Baldon Estates - Private Drainage Easement D ar Mr. lazzetta: Enclosed please find copy of the proposed Private Drainage Easement Agreement which I have prepared with reference to the above. Upon your review of this document, I would appreciate your contacting me with any comments or questions you may have- in this r gard. I expect that you now have in your possession the revised Plot Plan prepared by Design Professionals which, subject to your approval and the approval of the Planning and Zoning Commission, we intend to file at the office of the Torn Clerk Thank you for your attention to this matter. since.rely, J. Eindl JJK f dre Enclosures NOV-29-1994 16:10 PERAKOS-KINDL-ZITZER, PC 203 724 0805 P.03/07 PRIVATE DRAINAGE EASEMENT ACRSENENT THIS AGREXja=,made and effective as of the day of November, 1994, by and between CLARK REALTY, INC. , a Connecticut corporation with its-principal office located in the Town of South Windsor, Connecticut, IRVIN J. BOSCO and DIANE E. BOSCO, both of the Town of South Windsor, Connecticut, and PAUL H. N'ARTINS and LAURA L. X RTINS, both of the Town of South Windsor, Connecticut. WITNES SET H the undersigned are the record owners of certain pr mises described 'as Lots # 8, 9, 10, 11, 12, 13, 14, 15, 16, 171' 18, 19 and 20 (hereinafter . "Lots") in the Beldon Estates Sub- division situated on the northerly side of Beldon Road ' in South Windsor, Connecticut and more particularly described in Schedule A attached hereto; and WHEREAS, the parties hereto desire to set . forth their respective rights and obligations relating to the drainage of storm water from and over 'their said properties and to establish a perpetual' easement therefor. NOW THEREFORE, in consideration of the mutual promises and covenants hereinafter set. forth, the parties hereto hereby agree as follows: 1. Creation of Easement. A perpetual easement is hereby created for storm wat r drainage in favor of each of said Lots over that portion of those of said Lots located within the twenty foot (201 ) wide area extending southeasterly from Cody Circle to the easterly boundary of Lot #8 and within the area extending from the easterly boundary of said Lot #8 to Beldon Road, all as more particularly shown on th map described in Schedule A hereto. 2 , Definition of Easement Area. Within the area of the easement herein created'and as shown on th above referenced map is located an existing drainage swal which extends southeasterly from Dots #13 and #14 to a headwall and drainage discharge pipe located at the northeasterly boundary of Lot #20. NOV-29-1994 16: 10 PERAKOS-KINDL-ZITZER, PC 203 724 oeo5 P.04/07 3. Limitation as to Use. The easement herein created shall be limited in use solely for purposes of storm water drainage within the easement area defined above too as to allow for surface water drainage from the Lots 'to the drainage discharge pipe located on Lot #20. No structures of any kind shall be erected within said easement area, no change shall be made to the existing topography within said easement area, no obstructions shall be placed therein and no condition shall b allowed on the easement area which would in any way interfere with the purpose of this easement. 4. Non-Exclusive Use. The area of the easement herein created is solely for th benefit of the' Lot owners for use in common with the other Lot owners, but only to the extent necessary to allow for the storm water drainage as defined in this Agreement and for the benefit of those sots as described on the map referred to in Schedule A h r to, and nothing herein contained shall allow the' owner(s) of any of said Lots to interfere with the use thereof by the other. 5. ' Repair and Maintenance. Each Lot owner shall be responsible for keeping the easement ar a and the drainage swale situated on that Lot owner's property fr of all debris and vegetation so as to allow for th uninterrupted flow of storm water through the easement area. Exc pt as aforesaid, the costs and expenses of maintaining the above-described easement area in good repair and function, and th cost of maintenance and repair to the headwall and pipe located on Lot #20 shall be shared equally by all the Lot owners. 6. Governing Law. This Private Drainage Easement Agreement shall be construed, nforced and governed in all respects by the laws of the State of Connecticut. 7. Binding Effect. The easement herein created shall run with the land and shall be binding upon, and shall inure to the benefit of the owners of said Lots #8 through #20, their heirs, administrators, successors and assigns, NOV-29-1994 1E:11 PERAKOS-KINDL-ZITtER, PC 203 724 0805 P.05/07 IN WITNESS VURROF, the and rsigned hav duly executed this Agreem nt. CLUX REALTY, INC. . $y- JEAN NARC JACQUES Its President Duly Authorised DIANE E. BOSCO PAUL a. JMTINS LAURA L. MARTINS STATE OF CONNECTICUT) as: South Windsor COUNTY OF HARTFORD on- this _ day of , 1994, before me, th undersigned officer, personally appeared, JEAN NARC JACQUES, who cknowledged himself to be the President of Clark Realty, Inc. , a corporation, and that he as such President, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as President. John J. Kindl, Commissioner of the Sup rior Court NOU-29-1994 16:11 PERAVOS-KINDL-ZITZER, PC 20,E 724 0805 P.06/07 STATE OF CONNECTICUT) 66: South Windsor COUNTY OF HARTFORD ) on this day of , 1994, before me, the and reigned, personally appeared, TWIN J. BOSCO and DIANE E. BOSCO, ]mown to me or satisfactorily proven to be the persons whos names are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. Notary Public Commissioner of the Superior Court STATE OF COMECT I CDT) a s: south Windsor COUNTY OF HARTFORD ) On this —__ day of 1994, before me, the and reigned, personally appeased, PAOL H. MARTINS and LA'pRA L. MARTINS, known to me or satisfactorily proven to be the persons whos names are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. Notary Public Commissioner of the Superior Court NOV-29-1994 16:12 PERAKOS-KINDL-ZITZER, PC 203 724 0805 P.07/07 SCHEDULE A Those certain pieces or parcels of land known and designated as Lots 81 91 10, 11, 12, 13, 14-1 15, 16, .17, 1$, 19, and 20 as shown on a certain map or plan entitled "Plot plan Prepared for Jean Marc Jacques Beldon Road South Windsor, Connecticut design professionals, inc. civil engineers - planners - surveyors 1 inch 40 ft. Job No: 87-188 Date: 2-1-90 Drawing No. : C:\JOB\Beldon\188TP-R Sheet 4 of 18 Revisions 11-19-90 12-17-90 10- 28-92 11-16-92 10-25-93 11-12-93 11-28--94 and Sheet 5 of 18 R visions 11-19-90 12-17-90 10--25-93 7-8-94 11-28-94" which map is on file or to be filed at the Office of the South Windsor Town Clerk to- which reference may be had. TOTAL P.07 ItowN Srq CIO r Tiow� apsio� ?d&U&Ot C s A. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 4r-bSOR-CO��v AREA CODE 203/644-2511 December 1 , 1994 Jean Marc Jacques • JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl #90-59P, Beldon Road Subdivision Expiring Letter of Credit We have not as yet received any renewals of the letters of credit which expire January 1, 1995 as noted in our previous renewal request of October 28, 1994 . Please be advised that discussion of this matter will be placed on the December 13, 1994 agenda of the Planning and Zoning Commission, and calling of the letters of credit will be initiated at that time if we have not received a renewal . Thank you for your attention to this matter. Very truly yours, co Marcia A. Banach Director of Planning MAB/pmm tOV N SF,( O c u 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203 644-2511 SOR•CO� January 4, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl #90-59P, Beldon Road Subdivision Expiring Performance Bond We have not as yet received any renewal of the bond which expires January 20, 1995 . Please be advised that discussion of this matter will be placed on the January 17, 1995 agenda of the Planning and Zoning Commission, and calling of the bond will be initiated at that time if we have not received a renewal. Thank you for your attention to this matter. Very truly yours, 1141/ u A- Marcia A. Banach, AICP Director of Planning MAB/pmm �94.1 Clark Realty, Inc. CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203)282-0628 OR 644-3113 March 14, 1995 Planning & Zoning Commission Town Of South Windsor 1540 Sullivan Avenue South Windsor, CT. 06074 Attn: Mr. Russell Levack, Chairman We would like to go on Maintenance at Beldon Estates. There is tree planting left and one basin on Beldon Road. If you have any questions, please let us know as soon as possible. Thank You. Sincerely, Muriel Jacques, �''"�'' Vice-President <" fL "t0f- -#� %Z. L o-r F TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: r CHANGE ORDER CONTACT PERSON *.,,,.Phone No.- Z:91 -g75,57 Address 11v5 ��o��+ �111 T'E LLt T� �Co«m-'7 �r�►,n-� L.t},ra% _�rl�_i l 1" Site Name �F �r-�o►� t�u�-� �,,,�>r,,�,► .,c,►� P&Z No. Owner =A ;., Phone No. ZAZ Contractor ---16A Signature of Owner ,. Date: t� Signature of Design Engr. Date: - e,- CHANGE: (Describe location and n toe of change. Include Four (4 ) copies of plan/profile of Change. ) L_&r'tz�-�.-�. Tea c=e)�j...4 G-r Tc� L r---A+..) 10 )'T- -r �T.-r ""C U U TT 4 yj L-e-)T *� 1 Reason for Change: (Why is change required) Q.* 4.0. I � pg APPROVALS: (As Re rt"' ired) Dir.. Of Planning Date: Town Engineer �� Date: Dir. of Publi4p Works s Date: Other \ Date• STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department I N T E R MO O F F I C E To: Sgt. Gerald Lewis, Police Services From: Ron Asselin, Street Services Specialist( � Subject: Sub-Standard Signs Date: April 20, 1995 Per our phone conversation pertaining to problems with sub-standard traffic signs and street signs in new sub-divisions. Hopefully, we can eliminate these problems with contractors before we accept the streets. It may also be a good idea to contact Jerry Iazzetta. Maybe he can incorporate our specifications in the subdivision standards. Here are the specifications for our street and traffic signs in South Windsor. If you have any questions, don't hesitate to call. If I'm unavailable, please leave a detailed message with Ginger and I'll get back to you as soon as possible. Traffic and Street Signs to South Windsor Standards TRAFFIC Pole: 12 foot galvanized-`crib bak" or flanged equivalent steel u-channel posts with tapered-end. Three pounds per foot, 10 gauge. Fastening Hardware: 5/16 inch 18 x 3 tap bolts, course, all thread zinc plated. 5/16 inch flat washers, zinc plated, 5/16 inch nuts, zinc plated. Traffic Signs: Engineering grade sign face_on .080 gauge aluminum. Size per Traffic Authority. Placement: Pole installed minimum of two feet from curb with a minimum sign height of six feet. Locations per Traffic Authority. STREET Pole: 12 feet x 2 3/8 inches O.D. Round Aluminum poles .120 gauge. Fastening Hardware: Extruded steel sign post cap-and cross separator(where specified) each extruded sign bracket to be designed as follows: Sgt. Gerald Lewis, Police Services Page 2 April 20, 1995 Shall have holes drilled and tapped to accept 5/16 inch vandal proof set screws(standard set screws with pin), to lock in extruded sign blanks into position. Street Signs: 6 inches wide extruded aluminum sign blank covered with engineering grade green sheeting. 4 inch white engineering grade letters to be used in street name. 2 inch white engineering grade to be used in street abbreviation RD, DR, ST, LA, etc. Placement: Pole to be located on left side of intersection. Pole to be installed a minimum three feet from curb and positioned as close as possible to the intersection. Sign height to be approximately 8 '/z feet. Sign length should be long enough to reasonably accommodate name of street. cc: Mike Gantick, Director of Public Works - 6 y lazietta"�'.TowA Engines,✓ Scott Lappen, Street Service Specialist MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. lazzetta, Town Engineer DA TE: May 1, 1995 RE: BELDON ROAD SUBDIVISION ------------------------------------------------------------------------------------------------------------------------------------------------------ We have reviewed the request to reduce the bond to maintenance level and acceptance of the infrastructure work for the Beldon Road Subdivision. The following items are still outstanding. 1. Baker& Cody-in front of lot 4 the gutter grade appears to be less than the 1% minimum slope. This should be checked by a surveyor. 2. Broken sidewalk slab in front of lot 5. 3. The trench patch on Hilton Drive needs to be replaced. 4. There is a 45'±long puddle along the northerly side of Hilton Drive that must be addressed. This has been mentioned to JMJ in several verbal conversations. 5. The temporary patches at catch basins in front of lots 5, 6 and 8 must be replaced. 6. There is a large puddle area on Beldon Road in front of lot 6 that must be addressed. 7. The sidewalk in front of lot 6 is depressed around the manhole. The manhole top should be raised and the sidewalk should be replaced. 8. The sedimentation structure manhole on Cody Circle in front of the Open Space is too low. It should be about the same elevation as the sidewalk. 9. Grading in back of the sidewalk in front of lot 30 should not exceed our maximum of 3.1 slope. 10. Two (2)gas trenches on Governors Highway must be restored to Town Standards. 11. SNET pole #2217 on Governors Highway is in the curb line. It should be removed. 12. There is a puddle area along Governors Highway between Baker Lane and SNET pole 2217. 13. The curbing west of Baker lane should be extended about 20'and tapered to a void sno w plo w problems. 14. Loam and seeding needs to be completed in areas between curb and sidewalk. 15. All iron pins and monuments must be installed. 16. As-built drawings are required. 17. Traffic signs do not meet Town Standards and must be replaced(see attached memo from Ron Asselin). 18. Street signs are not placed correctly and must be relocated- Street Services representative should be contacted. JCl/jsv to.1 Dart Hill Realty, Inc. CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203)282-0628 OR 644-8136 Hand De'liverad may C, 199-5 D M..a.�3^.tG.,. �� w��•av�yn�� awn Ock : ° I. A. .34() Sullivan &"04#1YJe �outh windaor, Rom: Tov.*n ord. -rjance raquiring 'T Wo t?-:6*45 be ""IMIttd in the yards of newly constructed, homa$- Dp,ar Marcia: Enclosed p;�� ir..c n siat of people in t!be Dam HL"' Estaw 8 � t?r, 1'�on RO&u SU'-1 i'%rifmions wncc- alr--,;P. ta):on czed ,t for is e-it' trues and have e lier raqueet,&d (verbally or in perm4.og on to have this ordinarc e wajvtr,� or the options �1^�ti►•+�t � 1) 9-lab t huts they type, Of 4--t-c9eii; t1hat need to be planted 2) .l .ow thle tt �: to :t)e planted either In back Or on e !�i_de of thei.r. hc.x-.38 (vsr. +.n the front yardr T'h nke in. -1V'1ArX-6. €or youx~ Very truly yours, /1..nn�eHUPPn Dart Hill Realt,r Ow N SEA Go * � T10 01 � _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 °soR•co AREA CODE 203/644-2511 May 15, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl #90-59P, Beldon Estates This is to advise you that the Planning and Zoning Commission voted on May 9, 1995 to deny your request for the reduction of the site bond for the above-referenced project. Enclosed is a copy of the memorandum from Town Engineer, Jerry C. Iazzetta and Sgt. Lewis, Police Services, outlining the outstanding items in this subdivision. Once these items have been addressed, please notify the Planning Department in writing and we will arrange for another inspection. Very truly yours, Tsefl G & ZONING COMMISSION r Levack, Chairman RGL/pmm Enclosure cc: Town Engineer t 9� N� Z-1 if , MAY g 1995 Sduth Windsor` Planning & Zoning Cftmissf6h MAY 16, 1996 140 CODY CIRCLE SOUTH WINDSOR, CT 06074 MICHELE M. LIPE DEPARTMENT OF PLANNING TOWN OF SOUTH WINDSOR 1640 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 DEAR MS LIPE; PLEASE BE ADVISED THAT I DO NOT WANT JMJ CONSTRUCTION TO PLANT ANY TREES ON MY PROPERTY AT 140 CODY CIRCLE. SHOULD YOU HAVE ANY FURTHER QUESTIONS OR CONCERNS, PLEASE FEEL FREE TO CONTACT ME AT(203-)290-8836. RESP , r` SE M ON CC: JMJ CONSTRUCTION �na aH i995" a,6 6,�- M (� U � /�y-c.� i Tu�� of so��G�//nclso.-- �af/o2s /49s �ju� �U.ila�sor CT O�a07f1 911-19 C�/e �iaye k;w rloz�-- ��C y Bc�./ dG�Clress � 5 , 17 Sou.�� ll��ce�sa r i TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSONDE- =�.:i,�r ,.�..,�,1 .Phone No. Z71.45'7 55 Address 14,EC.-�- Site Name "-„ -�;, .�., �p„k,�;�,;._!� P&Z No. Owner Phone No. Z2-naZ� Contractor Signature of Owner '4,;�K., ate: (, �.� Signature of Design Engr. Date: ne -h'!"" CHANGE: (Describe location anW niti7e of change. Include Four (4 ) copies of plan/profile of Change. ) F'1�`' �,/•TC.1ti Fjlr�1►..) a-,r'J' �'��t.,i+��+V �7I.`;� C� 1.....�'7r..J '`�c^t"•J'"j' t,�.? F�>r�r'�' Reason for Change: (Why is change required) '�,..(�1 t n r��=. ��}"i"1►J.'`a �1�� = ?li '� ��VTT�`r:.. +�t=1�. ��S'��L.T 1�rJ APPROVALS: (As Requiripd) Dir.. Of Planning ', � ; �, �'t_ Date: _r Town Engineer Date: Dir.. of Public k0jks Date: Other: Date: STAFF COMM TS: XO�r- E C'A i76 ti �4 U Y 13C r3/ 0o V&-V C'.#-6:ZV `v w v,O K -- 7V 4FvsL.;,ec-~ r . jr- White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: August 15, 1995 RE: BELDON ROAD SUBDIVISION ------------------------------------------------------------------- We have reviewed the August 14, 1995 request to reduce the bond to maintenance level and acceptance of the infrastructure work for the Beldon Road Subdivision. The following items are still outstanding: 1 . Baker & Cody - in front of lot 4 the gutter grade appears to be less than the 1 % minimum slope. This should be checked by a surveyor. 2 . Broken sidewalk slab in front of lot 8 . 3 . The sedimentation structure manhole on Cody Circle in front of the Open Space is too low. It should be about the same elevation as the sidewalk. 4. SNET pole #2217 on Governors Highway is in the curb line. It should be removed. 5 . There is a puddle area along Governors Highway between Baker Lane and SNET pole 2217 . 6 . All iron pins and monuments must be installed and so noted on as-built drawings . 7 . As-built drawings are required. 8 . Easements are required for those areas where sidewalk encroaches onto private property. We recommend that this bond be reduced to maintenance level with the provision that all of the above items are addressed prior to October 31 , 1995 . JCl/jsv Attachment Ivalkz/JCIREVIEWS95/BONDRIDUC77ONS/beldonrd OwN Sf, y y T_au� 0-Ye sioum V&U&C�t C 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 4r'►'�SOR-CO AREA CODE 203/644-2511 August 16, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Re: /Appl #90-59P, $k1don Road Estates Subdivision This is to advise you that the Planning and Zoning Commission voted on August 15, 1995 to reduce the site bond for the above-referenced project from $270,000 to $126,000. This is now at maintenance level and will expire on August 15, 1996. Enclosed is a copy of the memorandum from Tow Engineer, Jerry C. Iazzetta, outlining the outstanding items in this subdivision. Once these items have been addressed, please notify the Planning Department in writing and we will arrange for another inspection. Very truly yours, iu NING & ZONING COMMISSION ssell G. Levack Chairman RGL/pmm Enclosure cc: Town Engineer �OV1 N SF, y W&&J'at O C G 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 SOR•cor� AREA CODE 203/644-2511 September 27, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Expiring Letters of Credit Appl #91-39P, Redfield III Appl #91-39P, Redfield IV Appl #90-59P, Beldon Road Subdivision Appl #92-15P, Dart Hill Estates, Phase III Appi #93-09P, Dart Hill Estates, Phase IV The Planning and Zoning Commission is holding the following Letters of Credit: Project Bank Amount Expiration Redfield Ph III Shawmut $1589000 12/01/95 Redfield Ph IV Shawmut $ 67,000 12/01/95 Beldon Road Sub Shawmut $185,000 12/01/95 Dart Hill Ph III Shawmut $105,000 12/10/95 Dart Hill Ph IV Shawmut $141,000 12/31/95 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one year period from the expiration date. Will you please forward us the amendment promptly. Very truly yours, cf. � lur..0 Marcia A. Banach, AICP Director of Planning MAB/pmm if Clark Realty, Inc. CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203)282-0628 OR 644-3113 IMID-DELIVERED Octobor 19, 1995 J Pro, fir. Jerry C. lazzatta OCT 19 1995 Town EngineRr 1540 Sullivan Avenve South Windsor South Windsor, CT 06074 planning & Zoning Commission Re: RE zorl OF BOND TO MAINTENANCE LEVEL BELVON ESTAT SUBDIVISION Dear Mr. lazzettn: since we now have complat*d all open items o t on your he latout maintenance leve mluml wr arty requesting for our bond to be reduced t Thank you for your anticipated cooporation. VQry truly yours, � 1 {•_ icy, i, << Jrimnne 111appe for Beldon Estates cc: Marcia A. Danach - Director of Planning Mel stead SON N SE, C r Tla 074eSOUM ?d&U&Cjjt c � .� u _ . 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 soR c AREA CODE 203/644-2511 October 30, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl#90-59P, Beldon Road Subdivision We have not as yet received any renewals of the letters of credit which expire December 1, 1995 as noted in our previous renewal request of September 27, 1995. Please be advised that discussion of this matter will be placed on the November 28, 1995 agenda of the Planning and Zoning Commission, and calling of the bond will be initiated at that time if we have not received a renewal. Thank you for your attention to this matter. Very truly yours, dAA r i Marcia A. Banach, AICP Director of Planning MAB/pmm 044 N SF, _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 °sOR-CO AREA CODE 860/644-2511 December 11, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl#90-59P, Beldon Road Subdivision We have not as yet received any renewals of the letters of credit which expire December 31, 1995 as noted in our previous renewal request of October 27, 1995. Please be advised that discussion of this matter will be placed on the December 12, 1995 agenda of the Planning and Zoning Commission, and calling of the bond will be initiated at that time if we have not received a renewal. Thank you for your attention to this matter. Very truly yours, '44" (.X . Marcia A. Banach, AICP Director of Planning MAB/pmm LETTER OF TRANSMITTAL 4 �M •�+t h C PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR -, 1540 SULLIVAN AVENUE �-1 SOUTH WINDSOR, CT 06074 DATE I TO : � l0 RECEIVED JUL 311997 WE ARE SENDING YOU : SOUTH VYINDSOR Drainage comps EN.o� Bond estimate req P & Z initial plans � s ~ P & Z final plans IWA/CC plans Bond reduction req q, S Final plans for filing Change order form Other Correspondence Copies Appl . No . Project THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions _ As requested Other PLEASE RETURN/COMMENTS BY: COMMENTS : 0000 AIL _ jj W, lk-- '0% r o to: rom• AfT77 9�C/ � � 7 One Coilmrate Center 130 Hopmeadow Street 2360 plain Street Hartford Simshury P.O.Box 159 Cunnrcticul 06103-3291 Connecticut 06070 Rocky Hill Rho 525-6045 860 651-934R Connecti(ut 0606 FAX 860 522-1781 860 563-9305 .OROKfN SOROKIN GROSS HYDE&WILLIAMS PC FAX 860 525-9099 FAX 860 529-6931 ATTORNEYS .AT LAW Reply To: One Corporate Center Direct Dial (860) 541-3307 August 5, 1997 ` ra' ; r Honorable William Aman, Mayor Town of South Windsor AUG 6 1540 Sullivan Avenue South Windsor, CT 06074 South Windsor Planning & Zoning Commission RE: Beldon Estates Subdivision 1.78 acre open space parcel Dear Mayor Aman: Please be advised that this firm represents Clark Realty, Inc. and JMJ Construction Company, Inc., the owner and developer of the above-referenced subdivision. As you may be aware, this subdivision received final approval of the Planning and Zoning Commission of the Town of South Windsor on December 10, 1990. Under the terms of the subdivision approval, the owner/developer was required to convey to the Town of South Windsor the above referenced parcel of open space land situated on the westerly side of Cody Circle. Quite some time ago, the maintenance bond for this project was released. Accordingly, my client was prepared to convey to the town, as required by the terms of the subdivision approval, the interior roads and open space parcel located within this project. Deeds in final form were submitted to the Town on February 12, 1997 for this purpose. Since that date, my client and I have requested that this matter be acted upon by the Town Council so that this final aspect of the subdivision project could be completed. I am advised that, at a recent meeting of the Town Council, however, although the interior roads at the subdivision were accepted for conveyance, a determination has been made not to accept the open space parcel. Kindly be advised that, as noted above,the conveyance of this open space parcel was specifically required by the Town Planning and Zoning Commission as a condition to its approval. In accordance therewith, my client has tendered these conveyance documents to the Town for its approval and acceptance. Nevertheless, the recent action by the Town Council has prevented my client from satisfying its obligations under the terms of this subdivision approval and, in effect, has unilaterally amended the terms of Sorokin,Sorokin, Gross Hyde & Williams,P.C. Mr. Aman Page 2 that approval. As a result of the foregoing, I have instructed my client to refrain from the further payment of any real estate taxes to the Town of South Windsor relating to this open space parcel. Upon receipt of this correspondence, I would respectfully request your careful review of this matter, and its legal implications, so that these issues can be resolved expeditiously to the satisfaction of all parties concerned. Thank you for your anticipated prompt attention and cooperation in this matter. S' cer ly, d n J. Kindl JJK/elt cc: Marsha Banach, Town Planner Barry Juliano, Esq., Town Attorney Assessor, Town of South Windsor Clark Realty, Inc. Design Professionals, Inc. V0!. � PAGE 233 WARRANTY DEED n 0 4 5 3 0 KNOW YE THAT CLARK REALTY, INC. , a Connecticut Corporation having an office and principal place of business in the Town of South Windsor, County of Hartford and State of Connecticut, (hereinafter referred to as "Grantor") For consideration paid, received to its full satisfaction of the TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the Laws of the State of Connecticut, (hereinafter referred to as "Grantee") does give, grant, bargain, sell and confirm unto the said Grantee, its successors and assigns forever with WARRANTY COVENANTS, the following described real property: Those certain pieces or parcels of land situated on the southerly side of Governors Highway and the westerly side of Beldon Road located in the Town of South Windsor, County of Hartford and State of Connecticut and being known and designated as "Cody Circle" and "Bakers Lane", all as more fully described on Schedule A attached hereto. IN WITNESS WHEREOF, CLARK RE4LTYj INC. has hereunto set its hand and seal this 204 day of t,1,S 1997 . Signed and Sealed in the CLARK REALTY, INC. presence of : JeOh Marc Ja ue , Pkesj. e. t,� • .1 STATE OF CONNECTICUT ) ) ss. South Windsor August 2q9 1997 COUNTY OF HARTFORD ) Personally appeared, JEAN MARC JACQUES, President of CLARK REALTY, INC. , Signer of the foregoing instrument and acknowledged the same to be his free act and deed as such President, and the free act and deed of said Corporation before me. CONVEYANCE TAX RECEIVED Notary Publi My Commission Expires: ^TATE 8------ - ��'�� h----- -NO-L. , MURIEL M. JACQUES -�--- NOTARY PUBLIC TOWN CLERK of sourH wins MY Commission expires Apr.30, 2001 VOL. 9 �33 PAGE 23 4 FIRST PIECE - BAKER LANE That certain oiece or Parcel of land being designated as "Bake_ Lane'! as shown on that certain map or of ail enci tled "Plot Plan Preoared for Jean Marc Jacques Beldon Road South Windsor, Connecticut design professionals, inc . civil engineers - planners - surveyors 1 inch = 40 -t . Job No : 8 7-18 8 Date : 2 -1-90 Drawing No. . C: \J03\Beldon\188TP-R Sheet 5 of 18 Revisions 11-19-90 12-17-90 10- 25-93 7-8-94 11-28-94 which mao is on file as Mao No . 22833 at the Orrice of the South Windsor Town Clerk to which reference may be had. Said oiece or parcel or land is more fully described as follows : Becinning at a concrete monument in the southerly street line of Governors Hichway, said monument being the northeasterly corner of Lot 30; thence along a curve to the right having a central angle of 90° 00' 00" and a radius of 25.00 feet, aloncy Lot 30, a distance of 39.27 feet to a concrete monument; thence S 41° 07' 50" W, along Lot 30, a distance of 165.74 feet to a concrete monument; thence aloncr a curve to the left having a central angle of 17° 20' 33" and a radius of 325.00 feet along Lot 30, a distance of 98.37 feet to a concrete monument; thence S 23 °47` 17" W, alonc, Lot 30, a distance of 127.55 feet to a concrete monument; thence along a curve to the right having a central angle of 90° 00' 00" and a radius of 25.00, along Lot 30, a distance of 39.27 feet to a concrete monument; thence S 66" 12' 43" E, along Cody Circle, a distance of 100.00 feet to a concrete monument; thence alonsz a curve to the right having a central angle of 90° 00' 00" and a radius of 25.00 feet, along Lot 4, a distance of 39.27 feet to a concrete monument; thence N 23° 47' 17" E, along Lot 4 a distance of 127 >j feet to a concrete monument; thence along a curve to the right having a central angle of 17° 20' 33" and a radius of 273.00 feet, along lots 1 & 3, partly by each, in all a distance of 53.24 feet to a concrete monument; thence N 41° 07' 50" E, along lot 1, a distance of 168.74 feet to a concrete monument, thence along a curve to the right having a central angle of 90° 00' 00" and a radius of 25.00 feet, along Lot 1, a distance of 39.27 feet to a concrete monument; thence N 4S° 52' 10" W, along the southerly street line of Governors Highway, a distance of 100.00 feet to a concrete monument being the point and place of beginning. VOL. 9 G 3 PAGE 2 3 q-) SECOND PIECE - CODY CIRCLE That certain piece or parcel of land being designated as "Cody Circle" as shown on that Cent:_ ? map or plat? entic.led "Plot Plan Preoared -for Jean Marc Jacaues 3eldon Road South Windsor, Connecticut design oro_^essionals, inc . civil engineers - planners _ surveyors 1 inch = =0 Eft . Job No . 87-188 Date . 2-1-90 Drawing No . . C : \JO3\Beldon\188TP-R Sheet a o= 18 and Sheet 5 or 18 Revisions 11- 19-90 12-17-90 10-25-93 7-8-94- 11-28-94 " which mao is on rile as Mao No. 22833 at the Office of the South Windsor Town Clem: co which reference may be had. Said piece or parcel of land is more -fully described as -follows . Beginning at a concrete monument in the westerly street line of Beldon Road; thence along a curve to the left having a central angle of 87' 52' 40" and a radius of 25.00 feet along the southerly street line of Cody Circle and the northerly property line of Lot 21, a distance of 3 S.34 feet to a concrete monument; thence S 87' 58' 10" `t' , along said Lot 21 a distance of 46.22 feet to a concrete monument; thence along a curve to the right having a central angle of 25'49' 07" and a radius of 325.00 feet, along Lot 21 and Lot 22, partly by each, in all 146.46 feet to a concrete monument; thence N 66' 12'43" W, along lots 22,23 24,25 & 26 , ;partly by each, in all 60S.02 feet to a concrete monument; thence along a curve to the right having a central angle of 180' 00' 00" and a radius of 230.00, along Lot 27, Open Space, Lots 28, 29 & 30, partly by each, in ail 722.56 feet to a concrete monument; thence S 60" 12' 43" E along Lots 30, 4 and Baker Lane, partly by each, in all, 242.57 feet to a concrete monument; thence along a curve to the left having a central angle of 510 19, (W and a•radius b't'` .d0 feet, af6ng Lot 4, a distance of 22.39 feet to a concrete monument; thence along a curve to the right having a central angle of RA" 1. . 2S2" 3S' 08" and a radius of 55.00 feet,.. . Lots 4,a,9 & 10, partly by each, in all a distance of 271.31 feet to a concrete monument-,thence along a curve to the left having a central angle of 5 P 19' 04" and a radius of 25.00 feet, along Lot I0,"S distance of 22.39 feet to a concrete monument; thence N 66' 12' 43" W along Lots 10, 11, & 12, partly by each, in all a distance of 242.57 feet to a concrete monument; thence along a curve to the left having a central angle of n 180' 00' 00" and a radius of 180.00 feet, along Lots 12,13,14 & 15, partly by each, in all a o distance of 565.48 feet to a concrete monument; thence S 66' 12' 43" E, along lots 15,16,17,IS & o 19, partly by each, in all a distance of 608.02 feet to a concrete monument; thence along a curve o to the left having a central angle of 25' 49' 08" and a radius of 275.00 feet, along Lots 19 & 20, Q o � 0 partly by each, in all a distance of 123.93 feet to a concrete monument; thence N 87' 58' 10" E o v along Lot 20 a.distance of 44.72 feet to a concrete monument; thence along a curve to the left z having a central angle of 89' 04' 57" and a radius of 25.00 feet, along Lot 20, a distance of 38.87 o feet to a concrete monument, thence along a curve to the left having a central angle of 3° 02' 23" - G and a radius of 1536.70 feet along the westerly street line of Beldon Road, a distance of 81.53 cn feet to a point; thence S 04 ° 09' 10" E along the westerly street line of Beldon Road a distance of 70 17.17 feet to a concrete monument - being the point and place of beginning. voL. 972 PAGE 260 QUIT CLAIM DEED 005493 KNOW YE THAT CLARK REALTY,INC.,a Connecticut Corporation having an office and principal place of business in the Town of South Windsor,County of Hartford and State of Connecticut,(hereinafter referred to as "Grantor") For consideration paid, received to its full satisfaction of the TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the Laws of the State of Connecticut, (hereinafter referred to as "Grantee")does give, grant, bargain, sell and confirm unto the said Grantee, its successors and assigns forever with QUIT CLAIM COVENANTS, the following described real property: Those certain pieces or parcels of land being shown and designated as "Beldon Road" and "Governors Highway" on two certain maps or plans entitled, "Plot Plan Prepared for Jean Marc Jacques Beldon Road South Windsor, Connecticut design professionals,inc civil engineers• planners• surveyors 1 in = 40 ft. Job No: 87-188 Date: 2-1-90 Drawing No.: C:\JOB\Beldon\188TP-R Sheet 4 of 18 Revisions 11-19-94 12-17-90 10-28-92 11-16-92 10-25-93 11-12-93 11-28-94 and Sheet 5 of 18 Revisions 11-19-90 12- 17-90 10-25-93 7-8-9411-28-94"which maps are on file as Map No. 2283A and Map No. 2283B at he Office of the South Windsor Town Clerk to which reference may be had. IN WITNESS WHEREOF, CLARK REALTY, INC. has hereunto set its hand and seal this-�?day of October, 1997. Signed and Sealed in the CLARK REALTY,INC. presence of. - an Marc Jacques resid = , CONNIFYAWF TAX RECEIVED TOWN CLERIC OF SOUTH WINDSOR STATE OF CONNECTICUT ) ss. South Windsor 0ctober,) 1997 COUNTY OF HARTFORD ) kJ Personally appeared, JEAN MARC JACQUES, President of CLARK REALTY, INC.,Signer of the foregoing instrument and acknowledged the same to be his free act and deed as such President,and the free act and deed of said Corporation before me. ECEIVED FOR RECORD 19 9 74� - TR IN SOUTH WINDSO� AND RECORDS VOL PAGE_ __._ Y N CLERK Notary Public � ado . My Commission Expires: G%� , ° 7- TOWN fie. One Corporate Center 730 Hopmeadow Street 2360 Main Street Hartford Simsbury P.O.Box 159 Connecticut 06103-3291 Connecticut 06070 Rocky Hill 860 525-6645 860 651-9348 Connecticut 06067 FAX 860 522-1781 860 563-9305 SOROKIN SOROKIN GROSS HYDE&WILLIAMS PC FAX 860 525-9099 FAX 860 529-6931 ATTORNEYS AT LAW Reply To: One Corporate Center Direct Dial (860) 541-3307 October 31, 1997 Michelle Lipe Town Planning and Zoning Commission Ist t Town of South Windsor �jr 150 Sullivan Avenue South Windsor, CT 06074 NOV 3 1997 RE: Beldon Estates Subdivision South Windsor Quit Claim Deed to Beldon Road and Governors Highway planing & Zoning Commission Dear Michelle: As discussed, enclosed please find an original Quit Claim Deed from Clark Realty, Inc. to the Town of South Windsor with respect to the above-referenced public roads. Also enclosed is a state conveyance tax form for filing at the time of recording of this deed. As I had previously informed you, Jerry Iazetta confirmed that he would not require a running description of these roads in this deed. Should you have any questions regarding this correspondence,please do not hesitate to contact me. Sin ly, Jo . Kindl JJK/elt VOL. 1073PAGE 7 8 WARRANTY DEED 2303 KNOW YE THAT CLARK REALTY,INC.,a Connecticut Corporation having an office and principal place of business in the Town of South Windsor,County of Hartford and State of Connecticut,(hereinafter referred to as "Grantor") For consideration paid, received to its full satisfaction of the TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the Laws of the State of Connecticut, (hereinafter referred to as "Grantee")does give, grant, bargain, sell and confirm unto the said Grantee, its successors and assigns forever with WARRANTY COVENANTS, the following described real property: That certain piece or parcel of land situated on the southerly side of Governors Hiahway and the westerly side of Bc13on :oad located in the Town of South Windsor, County of Hartford and State of Connecticut and being known and designated as "Open Space", all as more fully described on Schedule A attached hereto. IN WITNESS WHEREOF, CLARK REALTY, INC. has hereunto set its hand and seal this 1JZ� day of December, 1997. Signed and Sealed in the CLARK REALTY,INC. ,Y presence of: A, By `• p,, JeafMarc Jacques,P side c� / 1 STATE OF CONNECTICUT ) )ss. South Windsor December f ,1997 COUNTY OF HARTFORD ) Personally appeared, JEAN MARC JACQUES, President of CLARK REALTY, INC., Signer of the foregoing instrument and acknowledged the same to be his free act and deed as such President,and the free act and deed of said Corporation before me. COW4WANM TAX PXCVVW 4ntz�_ STATE$ .....�LOG�• �� Notary Public 11AURIEL M.JACQUES My Commission Expir%TpWY PUBLIC • 00AME Atmhx4m My commission expires Apr.30, 200 T"CLM OF WjM VWmXN ' M VOL. 107 3 FACE 79 SCHEDULE A OPEN SPACE PARCEL That certain piece br parcel of land being designated as "Town of South Windsor Open Space 77, 642 sq. ft . 1 . 78 acres" as shown on that certain map or plan entitled "Plot Plan Prepared for Jean Marc Jacques Beldon Road South Windsor, Connecticut design professionals, inc . civil engineers - planners - surveyors 1 inch 40 ft . Job No : 87-188 Date : 2-1-90 Drawing No. : C: \JOB\Beldon\188TP-R Sheet 5 of 18 Revisions 11-19-90 12-17-90 10- 25-93 7-8-94 11-28-94" which map is on file as Map No. 22833 at the Office of the South Windsor Town Clerk to which reference may be had. Said piece or parcel of land is more fully described as follows : Beginning at a concrete monument in the northwest corner of Lot 27; thence S 51° 35' 48" W. along Lot 27, a distance of 199.62 feet to a concrete monument; thence N 660 12' 43" W, along properties now or formerly of Willard G. &Janice M. Blowers and property now or formerly of Fred S. &Joan M. DeGiacomo and property now or formerly of Victor I. Jr.,.&Marilyn M. Senger, partly by each, in all a distance of 179.75 feet to a concrete monument; thence N 23°48' 51" E, along property now or formerly of G.T.T. Corp. trustee of Onyx Properties Realty Trust, a distance of 380.00 feet to a concrete monument; thence S 660 12'43 ' E, along Lot 28, a distance of 150.00 feet to a concrete monument; thence along a curve to the left having a central angle of 62° 11' 29" and a radius of 230.00 feet along the westerly street line of Cody Circle, a distance of 249.65 feet to a concrete monument being the point and place of beginning. RECEIVED FOR RECORD APR - 1959 AT I a`.�Yb '�m RECORDED IN SOUTH WINDSOR� LAND RECORDS VOL h PAGE.__ ___ gy AD ej TOWN CLER *TOWN CLERK STATUTORY FORM WARRANTY DEED ELIO CAPUANO of Stonington, Connecticut, for valuable consideration grants to THE TOWN OF SOUTH WINDSOR, a municipal corporaiton located in Hartford County in the State of Connecticut, with WARRANTY COVENANTS, three certain pieces or parcels of land located in said Town of South Windsor, County of Hartford and State of Connecticut being bounded and described as follows: FIRST PIECE: Known as Cook Circle and running westerly from the westerly line of Beldon Road between Lots 21 and 20 on a map of plan entitled, "Plot Plan Capuano Developers Beldon Road South Windsor, Connecticut Job No. 87-188 Date: 2-1-90 Design Professional, Inc. , Civil Engineers, Planners, Surveyors Revised 11-19-90, 12-17-90 Sheets 4/18 and 5/18. " The southerly line of (� said land westerly along the northerly line running westerly along 1 the northerly line of Lots 21, 22, 23, 24, 25, 26, and 27 to the N northwesterly corner of Lot 27; thence northwesterly along land designated as "Town of South Windsor Open Space, " northwesterly along Lots 28 and 29 and easterly along Lot 30, Baker Lane and Lot 4, on said map to Lot 5; thence southeasterly, southerly and westerly and northwesterly along Lot 5, 9 and 10 to a point where the line then runs parallel to the above-described line to Beldon Road. SECOND PIECE: 1� Known and designated as Baker Lane on the above-mentioned maps, and being 50 feet in width and running southerly from the southerly line of Governors Highway to the above-described parcel. THIRD PIECE: Containing 2,237 square feet and being located on the westerly side of Beldon Road between the northerly line of Hilton Drive and southerly line of Lot 21 as shown on the above-mentioned maps. Said premises are bounded: NORTHERLY: by Lot 21, 140.58 feet; EASTERLY: by Beldon Road; and SOUTHERLY: by Hilton Drive. -1- EAL:378 Said premises are conveyed subject to any and all provisions of any ordinance, municipal regulation or public or private law, and taxes on the list of October 1 immediately preceding the date of this deed. Signed this day of September, 1991. Witnessed by: ELIO CAPUANO STATE OF CONNECTICUT: : SS. COUNTY OF Personally appeared ELIO CAPUANO, as aforesaid, signer of the foregoing instrument, and acknowledged the same to be his free act and deed, before me, this day of September, 1991. Commissioner of the Superior Court Notary Public My Commission Expires: -2- EAL:378 a STATUTORY FORM WARRANTY DEED ELIO CAPUANO of Stonington, Connecticut, for valuable consideration grants to THE TOWN OF SOUTH WINDSOR, a municipal corporaiton located in Hartford County in the State of Connecticut, with WARRANTY COVENANTS, a certain piece or parcel of land located in said Town of South Windsor, County of Hartford and State of Connecticut designated, "Town of South Windsor Open Space 77.642 sq. ft. 1.78 acres, " on a map or plan entitled, "Plot Plan Capuano Developers Beldon Road South Windsor, Connecticut Job No. 87-188 Date: 2-1-90 Design Professional, Inc. , Civil Engineers, Planners, Surveyors Revised 11-19-90, 12-17-90 Sheet 5/18. " Said premises are bounded and described as follows: NORTHERLY: by Lot 28 on said map , 150 feet; EASTERLY: by Cook Circle as shown on said map, 249. 65 feet; SOUTHEASTERLY: b Lot 27 on said ma 199.62 Y P► feet; SOUTHERLY: �( by land now or formerly of Fred r� DeGiacomo, et al. and by land now v or formerly of Victor I. Senger, et al. , partly by each, 179.75 feet; and WESTERLY: by land now or formerly of Elio Capuano, et al. , 380.00 feet. Said premises are conveyed subject to any and all provisions of any ordinance, municipal regulation or public or private law, and taxes on the list of October 1 immediately preceding the date of this deed. Signed this day of September, 1991. Witnessed by: ELIO CAPUANO -1- EAL: 379 STATE OF CONNECTICUT: SS. COUNTY OF Personally appeared ELIO CAPUANO, as aforesaid, signer of the foregoing instrument, and acknowledged the same to be his free act and deed, before me, this day of September, 1991. Commissioner of the Superior Court Notary Public My Commission Expires: -2- EAL:379 • II *� L, 1 \ \rz \ J �S ago • � r � _ •1��— a► •� •IZ i w 0 6 = \ cn 4D/ Vag O o og 1 Aq I� •11 asso \ , O }+s o : \ 7uo •Pe` ° , 7 k s I J 04 d000 /N O \ !r o " O � •ice,� I� � �J 1 1 Co • ��•1• `fir � �, ��;J � •__ - :� b � � ' .,'A��' \, I 111 ,� ,, s, 194 ,.0 hvro+�' tom• , �a SITE .�. i� '., e Ait low met • :South -. •.�: •;� _ r a �, j .. �`indsor �• � AL A. --�.' � •�' '�; 'ruder LOCAT H PLAH SCaLF.- ?p o 2000' DRAINAGE EASEMENT KNOW ALL MEN BY THESE PRESENTS,that HELMAR WOLF and ARTURO GUERRA,both of the Town of South Windsor, Connecticut (collectively referred to herein as the "Grantor"), for good and valuable consideration received to their full satisfaction of THE TOWN OF SOUTH WINDSOR (referred to herein as "Grantee"), a municipal corporation chartered under the laws of the State of Connecticut, do give, grant, bargain, sell and confirm unto the Grantee, its successors and assigns forever, a perpetual right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace and remove storm water or storm drainage systems and appurtenances thereto, including the right to drain and maintain channel to the Podunk River, together with temporary access for construction purposes through, upon and over certain parcels of land described in Exhibit A annexed hereto and made a part hereof. Within said parcels described in Exhibit A. the Grantee, its successors and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with men and equipment, to operate equipment and install materials incidental to the construction of said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm drainage systems and to excavate and fill, and, if necessary, to alter existing water courses or form embankments over said storm water or storm sewer lines, storm water or storm sewer pipes, or storm water or storm sewer drainage systems. The Grantor herein, for itself, its successors and assigns, shall not erect or allow to be erected any immobile structures on said easements or rights-of-way and shall not plant or allow to be planted or grown any trees thereon or perform any work thereon within said easements or rights-of-way which may endanger or interfere with said line, pipe or drainage systems. The Grantor herein for itself, its successors and assigns, reserves the right to itself, its successors and assigns,to continue to use the land within which the aforesaid easements or rights-of- way have been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantee, its successors and assigns, in fulfilling the purpose for which these easements or rights-of-way are granted. The Grantee herein, for itself, its successors and assigns, agrees to restore and maintain said premises in their original condition as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, replacement or repair work in said easement or right-of-way areas. The Grantee agrees to hold the Grantor, their heirs and assigns,harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said storm water or storm sewer lines, storm water or storm sewer pipes, and storm water or storm sewer drainage systems. IN WITNESS WHEREOF,the Grantor has hereunto set its hand and seal this day of 1993. Signed, Sealed, and Delivered in the Presence of: GRANTOR: Helmar Wolf Arturo Guerra JKF/img/19303 12603-369 STATE OF CONNECTICUT ss. COUNTY OF On this day of , 1993, personally appeared HELMAR WOLF, signer and sealer of the foregoing instrument, and acknowledged the same to be his free act and deed, before me. Notary Public/Commissioner of the Superior Court STATE OF CONNECTICUT ss. COUNTY OF On this day of , 1993, personally appeared ARTURO GUERRA, signer and sealer of the foregoing instrument, and acknowledged the same to be his free act and deed, before me. Notary Public/Commissioner of the Superior Court TOWN HALL USE ONLY Approved by Town Engineer: ATE Date: Approved by Town Manager: Date: TKF/ung/19303 12603-369 2 EXHIBIT A PARCEL I: A parcel of land located at the intersection of the westerly line of Beldon Road with the westerly line of Ellington Road containing a pipe and headwall and drainage easement described in a Drainage Right-of-Way from Edward Janson, et al., to the State of Connecticut dated April 29, 1937 and recorded in Volume 34, Page 129, and shown on a map or plan entitled "Drainage Easement from Helmar Wolf and Arturo Guerra to the Town of South Windsor Job No. 88-319 Date: February 27, 1992 Revised 8-6-92, Revised 11-24-92 Design Professionals, Inc. Civil Engineers Planners Surveyors Sheet 1 of V (referred to herein as the "Map"),to be filed with the Town Clerk's office in said Town of South Windsor and being more particularly bounded and described as follows: Commencing at a point at the intersection of the westerly line of Beldon Road with the westerly line of Ellington Road which point marks the point or place of beginning; thence along a curve to the left having a radius of 831.84 feet, a distance of 2.58 feet along the westerly line of Ellington Road to a point; thence S 3 3" 54' 40" E, 11 feet along the westerly line of Ellington Road to a point; thence along a curve to the left having a radius of 821.84 feet, a distance of 57.51 feet along the westerly line of Ellington Road to a point; thence N 62° 35' 24" W, 30.97 feet into property now or formerly owned by Helmar Wolf and Arturo Guerra to a point; thence along a curve to the right having a radius of 852.81, a distance of 92.47 feet to a point in the westerly street line of Beldon Road;thence S 07° 09' 08" E, 32.68 feet to the point or place of beginning. PARCEL 2: The area shown on the Map as "Right to Drain and Maintain Channel in Favor of the Town of South Windsor," which area extends from the southwesterly end of Parcel 1 to the Podunk River along existing channels, as the same may be diverted or changed over time by the natural effect of the elements. TKF/img/19303 12603-369 REDLINED (0 m/93) 1 2 DRAINAGE EASEMENT 3 4 5 6 KNOW ALL MEN BY THESE PRESENTS,that HELMAR WOLF and ARTURO 7 GUERRA, both of the Town of South Windsor, Connecticut (collectively referred to herein as the s "Grantor"), for good and valuable consideration received to their full satisfaction of THE TOWN OF 9 SOUTH WINDSOR (referred to herein as "Grantee"), a municipal corporation chartered under the 10 laws of the State of Connecticut, do give, grant, bargain, sell and confirm unto the Grantee, its 11 successors and assigns forever, a perpetual right to lay, install, maintain, inspect, operate, construct, 12 use, alter, repair, replace and remove storm water or storm drainage systems and appurtenances 13 thereto, including the right to drain and maintain channel to the Podunk River, together with 14 temporary access for construction purposes through, upon and over certain parcels of land described in 15 Exhibit A annexed hereto and made a part hereof. 16 17 Within said parcels described in Exhibit A, the Grantee, its successors and assigns, shall have 18 the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, 19 and to pass and repass with men and equipment, to operate equipment and install materials incidental 20 to the construction of said storm water or storm sewer lines, storm water or storm sewer pipes, or 21 storm water or storm drainage systems and to excavate and fill, and, if necessary, to alter existing 22 water courses or form embankments over said storm water or storm sewer lines, storm water or storm 23 sewer pipes, or storm water or storm sewer drainage systems. 24 25 heenserl Pfe ;.,na F ;near /Y., el.. eeafi..�.e+ie be feeef ea if 41. S +1, �i7',,dse f- T fi V Vn f� VV \�♦ V 1 Wllllllllµ{.iVZl Zi 26 V `die sluiee gate (the "Sluiee 11 27 eemmenly kneyva as the "Mill I I pf;epeity has been fepaifed and feeenfigw-ed in 28 1 " " shall 29 odLLzt�fking ardor I +lie a efft the eest o f s ..1.. rep V��l Vili Tj�'prr��TiP�p'��-pl--�'�pj 30 31 , 32 shall beeeme effiaegve upeff, 33 , 34 35 The Grantor herein, for itself, its successors and assigns, shall not erect or allow to be erected 36 any immobile structures on said easements or rights-of-way and shall not plant or allow to be planted 37 or grown any trees thereon or perform any work thereon within said easements or rights-of-way which 38 may endanger or interfere with said line, pipe or drainage systems. 39 40 The Grantor herein for itself, its successors and assigns,reserves the right to itself, its 41 successors and assigns,to continue to use the land within which the aforesaid easements or rights-of- 42 way have been granted for any uses and purposes which shall not in any way interfere with the use 43 thereof by the Grantee, its successors and assigns,in fulfilling the purpose for which these easements 44 or rights-of-way are granted. 45 46 The Grantee herein, for itself, its successors and assigns, agrees to restore and maintain said 47 premises in their original condition as nearly as possible commensurate with the above use upon the 48 completion of any maintenance, operation, construction, replacement or repair work in said easement 49 or right-of-way areas. 50 51 The Grantee agrees to hold the Grantor, their heirs and assigns,harmless from and against any 52 and all damage to property or person caused by the construction and/or maintenance and repair of said 53 storm water or storm sewer lines, storm water or storm sewer pipes, and storm water or storm sewer 54 drainage systems. 55 7KF/ung/19303 12603-369 REDLINED (owv,93) 1 IN WITNESS WHEREOF,the Grantor has hereunto set its hand and seal this day of 2 , 1993. 3 4 Signed, Sealed, and Delivered 5 in the Presence of: GRANTOR: 6 7 8 9 Helmar Wolf 10 11 12 13 14 15 Arturo Guerra 16 17 18 19 20 STATE OF CONNECTICUT 21 ss. 22 COUNTY OF 23 24 On this day of , 1993, personally appeared HELMAR WOLF, signer 25 and sealer of the foregoing instrument, and acknowledged the same to be his free act and deed, before 26 me. 27 28 29 30 31 Notary Public/Commissioner of 32 the Superior Court 33 34 35 STATE OF CONNECTICUT 36 ss. 37 COUNTY OF 38 39 On this day of , 1993, personally appeared ARTURO GUERRA, 40 signer and sealer of the foregoing instrument, and acknowledged the same to be his free act and deed, 41 before me. 42 43 44 45 46 Notary Public/Commissioner of 47 the Superior Court 48 19 51 52 TOWN HALL USE ONLY 53 54 Approved by Town Engineer: ATE Date: 55 56 57 Approved by Town Manager: Date: 58 59 7KF/img/19303 12603-369 2 REDLINED (07/07/93) 1 EXHIBIT A 2 3 4 5 PARCEL 1: 6 7 A parcel of land located at the intersection of the westerly line of Beldon Road with the 8 westerly line of Ellington Road containing a pipe and headwall and drainage easement described in a 9 Drainage Right-of-Way from Edward Janson, et al., to the State of Connecticut dated April 29, 1937 10 and recorded in Volume 34, Page 129, and shown on a map or plan entitled "Drainage Easement from 11 Helmar Wolf and Arturo Guerra to the Town of South Windsor Job No. 88-319 Date: February 27, 12 1992 Revised 8-6-92, Revised 11-24-92 Design Professionals, Inc. Civil Engineers Planners Surveyors 13 Sheet 1 of V (referred to herein as the "Map"),to be filed with the Town Clerk's office in said Town 14 of South Windsor and being more particularly bounded and described as follows: 15 16 Commencing at a point at the intersection of the westerly line of Beldon Road with the westerly 17 line of Ellington Road which point marks the point or place of beginning; thence along a curve to the 18 left having a radius of 831.84 feet, a distance of 2.58 feet along the westerly line of Ellington Road to 19 a point; thence S 33° 54' 40" E, 11 feet along the westerly line of Ellington Road to a point; thence 20 along a curve to the left having a radius of 821.84 feet, a distance of 57.51 feet along the westerly line 21 of Ellington Road to a point; thence N 62° 35' 24" W, 30.97 feet into property now or formerly 22 owned by Helmar Wolf and Arturo Guerra to a point; thence along a curve to the right having a radius 23 of 852.81, a distance of 92.47 feet to a point in the westerly street line of Beldon Road; thence S 07' 24 09' 08" E, 32.68 feet to the point or place of beginning. 25 26 PARCEL 2: 27 28 The area shown on the Map as "Right to Drain and Maintain Channel in Favor of the Town of 29 South Windsor," which area extends from the southwesterly end of Parcel 1 to the Podunk River along 30 existing channels, as the same may be diverted or changed over time by the natural effect of the 31 elements. 32 TKF/ung/19303 12603-369 I 17 sW wuArct ltYPl t Z I I. l I N J I 'I r ► 4,5� I �� q �� I I., Co '�7 16 I 1 1 fa� I III l N, , I 1 .I. 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CB TO REM0 TF= 83.25 20,099 sq. ft. - b SNET + FL66.17 0.46 acres \ \ ' �/ -r ET 2216 i G n Sr N T \ \ \ '�' �� i� ENT n I LOT \ Nth \ � •o i ,st, x$4 � - 20,201 sq. f o i" \ \ \ 0 LF —0i 4".RCP i 6 8 gate s - r 0.46 acre \ `��, \ -0. / --®u; ►► 6 TF A37 ao - 68. � ' - � - n � '�� rr TF = 82.03 ST S ,► ,r FL 77.03 150 79.2 \ \� -- ,5} 13 0 00 i RCP - ' - ,► ,r FL = 75.36 18". 2 - 00 24 R, - ►► ►►'CL 83 It vv Irv- ool CUP 0-1 ilk s - - •� o � ' I It s - ' Ex CB 2 00 Hy�d. nrN (► FL 94 Ex 240 TF = 80.35 = 67.80 30" ' NG PIPS'H D � - 'D � 1 CB TO B v / PROP. - ' ��—80 NET 3 15 80.80 ZF-Mvlf 4" AWL i FL = 66.49 $Low f4EDUCEg. 0 = 11'20'00* R 1536.70' L = 303.97' NOTE: SEE SHEET NOS 8- 12 FOR REVISED STORM SEWER & OTHrER UTILITIES ON BELDON ROAD . -SIC) c,�•?.� z.D Gas •' N/F CAPANO, N/F N/F N/F C PAS QU & NIF N/F CANCEL, THO RPE, BLOWERS, RA WINTER, J AND REW, ROSE WILFRED 0 R & RO S ALIE B & WILLARD G & 6 *16 2'43" E tl S O NIA FRED S JANICE M 1306.04' 1.114 1 m -L AREA &ZXL Qsl 0.87 IFS. x - �. �3.9 T,F.. lco N � N 0 i2o �c 44P V#- .S ra I t-' Asze�a t c.4�All c�� >z�a.=� a,'S�4�►c. � ,..� I I o 0 = o.t�9 0> Iti i o"ePyyUG. r I I N .51 G F co I //ry ` � co A �ID �.5/O N Q C Z d Ui O O_ I V� OI CD O m cn .1Ln 0 co I � o �--� I m 0 �f I � ZV rr p I v Ln � O r O v :+ V 41 m IA ..i =+FF=81.0 ,I II � I � � FF=81.0 = � II40' BL (TYP) 81,0 cn 000 `� OG m �'�. � - C''x Q,0 ; r 139.00' �E. 150.00' o rn _6 II II II N N rn V•a 27.,5._I..E �4 RL p Ste. tJmirl (A N cn cn N cn N 275 LF — 24 S=0.005 EWER 5+00 o rn. 6+ 0 0 0� 8+00 9 078 — 18' RCP _ 11 q 'moo, A 8' WA R MAIN Ps 5 7+00 W p a —0 137 8p U col psi 4F am r 7 - 8 � 608.0 ' n S 66'12'43 E 608.02' II N ` 10 1 ~RCA II tl II 9� .r V� F (A �' -012.05' N 8 2' o o Sip N t�V •9 135.00' 135.18 1 o � I n r 78 \ ppS N(A sF� N-v I 6 ul ;U(n cn * v� p II II II it •� Z O 0 -4coOOD N I 40' + .o N I I W s O I I FF=81.0 I I FF=81.0 I .i II I `s'A Yr FF= 1.0 0 (AV CA .o I I I _ z ( OS z cn I PREPARED FOR p I:. iCA JEAN MARCJACQUES ( �.�, R�A>z ago �a,,�n�E in(ay I c ILq N Design Professionals, Inc. LaT0. Z417-S,. ZL �' Z7 �_ =�0 BELDON ROAD - � 441C Governors Highway AL` yA�o ��,,�� ,�„� South VVindsor,CT 06074 ?t pl"t. Arm To ;d c aw lvlo e 91�`119� VA"r►%moo Dy -roL LOT owNfa-s. SOUTH WINDSOR, CONNECTICUT (203) 282-0628