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HomeMy WebLinkAboutSUBDIVISION 1276 (DENIED) TOWN OF SOUTH WIND SOR ► " PLANNING AND ZONING COMMISSIONL Application No. /���o �,'`��` The Commssion will officialI �' A .' Received Date: y ���1�hes�.ions at its ,lRegular meeting on 41 juq&haygofaWissioll Action or Public Hearing by: mc,,nth, provided it has been submitted to the Camassion Receipt No. (3mi�n, Secretary or agent by 4:30 P.M. on the � preceding day. APPLICANT: LUDWICK and MARION M. SZELUGA ADDRESS: 96 Lawrence Road, South Windsor, CT OWNER OF RECORD ON LAND RECORDS: Ludwick Szeluga and Marion M. Szeluga ADDRESS : 96 Lawrence Road, South Windsor, CT COMPLETE LOCATION OF PROPERTY: East side of Lawrence Road shown as Parcel 1, Map No. 149 and Parcel 2 , Map No. 149 on Assessors records , Town of South Windsor ZONE RK /4 - 3c NAME , ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Paul W. Smith 36 Main St. , P.O. Box 338 , Windsor Locks , CT 06096 TELEPHONE 627-0513 THIS APPLICATION IS FOR: (CHECK ONE OF THE FOLLOWING) 1. Zone Change' to (public hearing required) XX 2 . Filing for Subdivision 3. Filing for Open Space Subdivision (public hearing required) 4 . Filing for Resubdivision (public hearing required) 5 . Special Exception to Article (public hearing required) 6. Site Plan of Development 7 . Removal of Sand, Gravel , Clay or Quarry Stone & Ore (public hearing required) 8 . Other (explain in detail) THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED WITH 6 SETS OF PLANS (7 sets if public hearing is required) BEFORE IT IS RECEIVED BY THE PLANNING & ZONING COMMISSION. 000, icant 0 . Ludwick Szeluga -�- PLANNING AND ZONING COMMISSION TOWN OF SOUTH WINDSOR Fee Schedule and Policy 1. An application processing fee of $25 per lot ($50 minimum) is required for: Subdivisions, resubdivisions, and open space subdivisions. 2. An application processing fee of $50 is required for: Change of Zone, Zoning Amendment, Special Exception, and Earth Removal or Land Filling Operations. 3. An application processing fee of $25 is required for Site Development Plans, except: where new buildings/additions/renovations of 2,000 s. f. or more are proposed, said fee shall be $50; said fee shall be $500 for Site Development Plans in the Designed Commercial Zone; $50 plus $5 per dwelling unit for Adult Housing ($500 minimum) . 4. An application processing fee of $10 per acre ($300 minimum) is required for a Change of Zone/General Plan of Development in the Designed Commercial Zone. 5. An application processing fee of $100 is required for a Change of Zone/ General Plan of Development in the Multi-Family or DA-15 Residential zones; or for a Special Exception/General Plan of Development for Adult Housing. 6. An application processing fee of $50 plus $5 per dwelling unit is required for a Special Exception/Site Plan of Development in the Multi- Fa m ily or DA-15 Residential zones ($500.00 minimum). 7. Application processing fees are non-refundable after the application has been officially received by the Commission. Application processing fees may be returned prior to the application's official reception provided a letter of withdrawal, signed by the applicant, has been submitted to the Commission prior to the meeting at which said applica- tion is scheduled to be officially received. 8. Applications unaccompanied by the required application processing fee are incomplete, and as such may be returned to the applicant and removed from the Commission's agenda. 9. Complete applications and required fees shall be submitted at least fourteen (14) calendar days prior to the Regular or Special Meeting at which it will be received. 10. Fees for a previously denied application shall not apply to any subsequent application. However, when a subdivision, resubdivision, or open space subdivision application has been denied within the preceding 12 months or approved for fewer lots than requested, and a new application for the subject tract is submitted by the same appli- cant, then the fee for the new application shall be a minimum of $50 plus $25 for each lot above and beyond the number of lots contained in the earlier application. 11. A fee of $5 per sign is required for signs to be posted by the applicant on the subject property. 12. Other Fees: Subdivision Regulations - $3.00; Zoning Regulations - $4.00; Zoning Map $1.00; fees for other documents is as determined by the Commission. 13. All checks shall be made payable to "Town of South Windsor." Adopted: 4/10/84 Revised: 12/4/84 � - I S Sf SOIL hEPORT vawrence Road South Windsor detland soils were delineated on two parcels of land off Lawrence Road and Gliffwood Drive. r'rist parcel was inspected June 16 and 17, 1986 Second parcel done March 14,1987 All soils on these two parcels are derived from red Triassic shale and skadstople. They are all topped with some dark brown silt and very fine sandy loam. Dominant soil present is the moderately drained dapping silt loam which has a firm layer at a depth of or below 26 inches. This layer tends to create a seasonable high water table. i Where the sloping land levels off the watertable is higher within the profile causing the soil to be poorly drained. Poor drainage is ususlly caused by water remaining within a profile for a longer period of time . This soil is of the Wilbraham series. This is the wetland soil type delineated here . Other soils found are the Narragansett silt loam, a well drained soil and the Ludlow loam, a poorly drained soil with a very firm hardpan. Many uprooted large trees present showing exposed soil profiles. No two exactly alike. Lewis W. Ilge n � Soil Scientist R. Lombardi Associates 25 Terrace Drive Vernon, Conn. 06066 P,ECF- t 1_y.y J d Ww x MAR 18 � A.Q. Lo�7bdiul nS;;��t�t6s, 1l� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, OCTOBER 1 , 1987 THURSDAY, OCTOBER 8 , 1987 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION Notice is hereby given that there will be a public hearing of the Planning and Zoning Commission on Tuesday , October 13 , 1987, at 8: 00 P. M. in the Council Chambers of the South Windsor Town Hall , 1540 Sullivan Avenue, South Windsor , to consider the following : 1 . Application of Southridge Estates , Inc . for a Subdivision of land to create three lots on the west side of Graham Road , A-20 Zone . 2 . Application of Southridge Estates , Inc , for a Zone Change of 23. 41 acres to DA-15, and a General Plan of Development to be known as Graham Village , located on the west side of Graham Road , north side of .Ayers Road , A-20, GC Zone. j _ L�G� L��,�C,,,� q 3. Application of Home Farm Partnership for a Resubdivision of land to create one building lot , and Site Plan to convert existing building to office building , on the east side of Route 74 (Ellington Road) , RR zone. 4. Application of Ludwig and Marion M. Szeluga for a Subdivision of land o create 21 lots , to be known as Spinners Estates , east side of Lawrence Road , A-30 Zone. ,a r 5. Application of Milton B. Bayer for a Resubdivision of land to create three lots located on the east side of Kennedy Road , north of Sullivan Avenue, I Zone. Copies of these applications and maps more clearly defining the properties are on file in the Planning Department of the Town of South Windsor . The application and map for #2 is on file in the Town Clerk' s Office . At this hearing , interested persons may appear and be heard and written recommendations will be received . PLANNING & ZONING COMMISSION Louise C . Evans , Chairman David H. Sorenson , Secretary r P2� t� T-au O-P S_au� ?O&U&Ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R-co AREA CODE 203/644-2511 October 5, 1987 - Mr. & Mrs. Ludwig Szeluga CERTIFIED MAIL 96 Lawrence Road South Windsor, Ct 06074 Dear Mr. & Mrs . Szeluga: Re: Application #472 - Spinner's Estates Subdivision At the September 28, 1987 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved with conditions application #472, a 20 lot residential subdivision to be located on Lawrence Road, as shown on plans prepared by A. R. Lombardi Associates , dated March, 1987, consisting of 13 pages. The following conditions must be adhered to for this permit * to be valid: 1. We recommend a bond in the amount of $25, 000 be submitted to the Planning & Zoning Commission to ensure compliance with erosion & sediment control measures. 2. The developer will coordinate work with the Town to correct the water problems on Mr. Hildebrand' s property on Cliffwood Drive. 3. Limit the roadway to a 70 ' width swath, except for drainage. 4. Modify the responsibility for the maintenance of the permanent erosion control measures to after acceptance of the Town. 5. House construction after loaming and seeding of disturbed areas and individual erosion control plans . 6. Three (3) sets of modified plans must be submitted to the Wetlands Department for Town staff review prior to any site work. 7 . Building permits will not be issued until the plans are on file and pavement is done. All of the site work could be done before filing the plans. 8 . The developer must submit a draft Conservation Easement to this commission for approval for all lots with wetlands that would advise the homeowners that no filling, clearing, building, excavation, etc. , will be allowed in a wetland area and so noted on the plot plan. To: Mr. & Mrs. Ludwig Szeluga Re: Spinner's Estates - Application #472 October 5, 1987 Page 2 9. Construction activities shall be subject to the approval of the Town Engineer. 10. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 11 . The permit is valid for one year and shall expire on September 28 , 1988 . Very truly yours, K vin F. Ren ie, Chairman Inland Wetlands Agency/ Conservation Commission Town of South Windsor KFR:dlb CC: A. B. Davies, Deputy Town Engineer Michael Gantick, Public Works Director Marcia Banach, Director of Planning Thomas D'Auria, Building Official Louise Evans, Chairman, PZC A. R. Lombardi Associates Attorney Paul Smith Engineering Department �_li._ L/LL l.Ur 1 w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R.00 AREA CODE 203/644-2511 November 2 , 1987 Mr. & Mrs. Ludwig Szeluga CERTIFIED MAIL 96 Lawrence Road South Windsor, Ct 06074 ---__` Dear Mr. & Mrs . Szeluga: Re: Application #472 /'�- Spinner' s Estates- Subdivision At the September 28 , 87 m g, the South Windsor Inland Wetlands Agency/Conservation Commission approved with conditions application #472 , a 20 lot residential subdivision to be located on Lawrence Road, as shown on plans prepared by A. R. Lombardi Associates, dated March, 1987 , consisting of 13 pages. The following conditions must be adhered to for this permit to be valid: 1 . We recommend a bond in the amount of $25 ,000 be submitted to the Planning & Zoning Commission to ensure compliance with erosion & sediment control measures. 2 . The developer will coordinate work with the Town to correct the water problems on Mr. Hildebrand' s property on Cliffwood Drive. 3 . Limit the roadway to a 70 ' width swath, except for drainage. 4 . Modify the responsibility for the maintenance of the permanent erosion control measures to after acceptance of the Town. 5. House construction after loaming and seeding of disturbed areas and individual erosion control plans . 6. Three (3) sets of modified plans must be submitted to the Wetlands Department for Town staff review prior to any site work. 7 . Building permits will not be issued until the plans are on file and pavement is done . All of the site work could be done before filing the plans. 8 . The developer must place conservation easements on each lot with wetlands. A copy of the drafted proposed easement must be submitted to this commission for approval. The easement should advise the homeowner that no filling, clearing, building, excavation, etc. will be allowed in a wetlands area and so noted on the plot plan. Amended cop To: Mr. & Mrs. .Ludwig Szeluga Re: Spinner 's Estates - Application #472 November 2 , 1987 Page 2 9 . Construction activities shall be subject to the approval of the Town Engineer. 10 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 11 . The permit is valid for one year and shall expire on September 28 , 1988 . Very truly yours, Kevin F. Rennie, Chairman Inland Wetlands Agency/ Conservation Commission Town of South Windsor KFR:dlb CC: A. B. Davies, Deputy Town Engineer Michael Gantick, Public Works Director Marcia Banach, Director of Planning Thomas D'Auria, Building Official Louise Evans, Chairman, PZC ✓ A. R. Lombardi Associates Attorney Paul Smith Engineering Department t November 10, 1987 S E A Consultants Inc. Engineers/Architects Principals Arnold B.Goldstein,P.E. Frederick G.Aufiero,P.E. Mr. Michael J. Gantick, P.E. Associates Director of Public Works Stephen H.Stewart P.E. Town of South Windsor Kenneth M.Stewart,P.E. David T.Goodemote,P.E. 1540 Sullivan Avenue Anthony J.Zuena,P.E. South Windsorg Connecticut 06074 Bruce E.Soule,P.E. Associate in charge of Architecture Re: Spinner's Estates Robert M.Brandon,A.I.A. Job No. 288-8731, Paul C.Ross,RE. Task Order No. 6 Dear Mr. Gantick: As requested, S E A Consultants Inc. has reviewed the following for the above referenced project: Sheet No. Title Prepared By Date 1 of 13 Key Map A.R. Lombardi Assoc. Mar, 1987 29 3, of 13 Plot Plan ►► it 49 59 69 of 13 Conservation & ►► ►► Topographic Plan 7, 8, 9 of 13 Plan & Profile �► ►► 109 11, of 13 Details & Section ►► ►► 12 of 13 Details ►t ►► 13 of 13 Conservation Plan ►� ►► Drainage Calculations " ►► This information was reviewed for compliance with the Town of South Windsor Subdivision and Zoning Regulations dated July 24, 1972, and standard engineering practice. We note the following: Section 4.13.2.1 (a) KEY MAP t)14 Percentage of lot coverage should be included in the data block. 485 Massachusetts Avenue Section 4.13.2.3 PLOT PLAN Cambridge,MA 02139-4018 (617)-497-7800 (b) Centerline stations of the proposed street should be Citicorp Park West shown on the plan. 100 Foden Road South Portland,ME 04106-2319 (207)775-2281 850 Silas Deane Highway Wethersfield,CT 06109-3412 (203)721-7993 Mr. Michael J. Gantick, P.E. S E A Consultants Inc. November 10, 1987 Engineers/Architects Page Two (d) Proposed buildings and other structures including signs and outside lighting should be included on the plan. (e) All drainage and sanitary sewer easements should be shown as proposed and in favor of the Town of South Windsor. Section 4.13.2.4 TOPOGRAPHIC MAP (a) All proposed buildings should be shown on plans. (b) Show curb lines and pavement width. (d) Existing and proposed water and gas mains should be indicated on plans. (g) Proposed storm drainage and sanitary sewer systems, showing all lengths, slopes and sizes of pipes should be included on plans. (i) Location and indication of 50-year flood limit should be shown. Section 4.13.5 PLANS AND PROFILE (c) Existing and finished roadway grades should be shown at each 50-foot station on the profile. (d) All catch basins and storm manholes should show all invert and top of frame elevations on profile. All drainage lines should be shown with lengths, slopes and material descriptions. (g) All sanitary sewer lines and manholes with elevations, sizes, lengths, and slopes of pipes should be indicated on plans and profiles. GENERAL COMMENTS 1. Street name for proposed road should be shown on the Key Map, Topographic Plans and Plan and Profile sheets. 2. Changes should be made to the profile at the following vertical curve stations: Station 1 + 40: "PVT" to "PVI" Station 1 + 90: "PVC" to "PVT" Station 3 + 00: "PVT" to "PVC" Station 8 + 00: "PVT" to "PVC" Mr. Michael J. Gantiek, P.E. S E A C nsultants Inc. November 10, 1987 Engineers/Architects Page Three 3. Length of vertical curve at PVI Station 1 + 40 is missing and should be shown on profile. 4. Indicate drop at sanitary sewer manhole Station 11 + 10 on plan and profile. Outside drops are preferred by the Town. 5. The proposed catch basin top-of-frame elevations at Station 4 + 0 left and right on the plan and profile are incorrect and should read 324.66. 6. All proposed sanitary sewer laterals should be shown on the plans to ten feet outside the Town's right-of-way. 7. All proposed sanitary sewer manholes should be located along the centerline of Spinner's Run. 8. Size of the proposed water main and hydrant locations should be indicated on the plans. 9. Although storm drainage design calculations have been submitted, a gutter flow analysis has not been included and, therefore the storm drainage system cannot be accurately reviewed. 10. Pre- and post-development drainage maps should be submitted delineating sub-drainage areas and indicating area characteristics including runoff coefficients, area (in acres) and times of concentration. 11. Emergency spillway Section A-A sheet 12 of 13 indicates elevations of 396.0 and 398.0. Elevations are incorrect and should read 296.0 and 298.0 respectively. 12. Typical dike cross section on sheet 12 of 13 indicates an incorrect elevation of 398.0. It should read 298.0. 13. The engineer should provide a grading plan at Lawrence Road and Spinner's Run. Although there is an existing catch basin located 150' + south of the intersection, a gutter flow analysis should be done to determine the amount of flow across the intersection. If necessary, a catch basin should be located to intercept this flow. 14. Proposed grading on Lots 1 and 2 indicate overland flow toward proposed house locations. The grading should be shown to direct runoff away from the building sites. 15. Existing utility pole locations should be labeled on the topographic plans and included in the legend. Mr. Michael J. Gantick, P.E. S E A Consultants Inc. November 10, 1987 Engineers/Architects Page Four 16. The length of the cul-de-sac (Spinner's Run) is approx- imately 1,760 feet long. Section 2.5.E of the subdivision fregulation requires that dead end streets should not exceed 600 feet and would presumably require a waiver. 17. The proposed grade at the cul-de-sac should be increased to provide a minimum gutter slope of one percent. This will insure the flow of water. 18. The engineer has provided soil delineations on the conservation/topographic plans. Descriptions with wetland classifications should be included. 19. The detention basin inlet and outlet pipes should not be opposite each other. Relocate the proposed 30" RCP between Lots 13 and 14. This will enable water to flow along a longer path through the basin. Town requires a minimum pipe slope of 0.005 ft/ft. 20. Proposed concrete sidewalks (4 ft) are shown on the roadway section and should be indicated on the plans per the direction of the Planning and Zoning Commission. 21. Because the entire site contains wetland classified soils, it is recommended that a subsurface investigation be done. Existing soil composition, soil gradation infor- mation, water table levels and an analysis should be submitted for review. 22. A sub-drain system should be provided based on the analysis. The engineer should estimate what the groundwater contribution will be to the system in order to insure that surcharge of the system will not be a problem, and capacity for the stormwater drainage is truly available. 23. The proposed sanitary sewer line through the detention basin should be avoided. It is suggested that the sewer be relocated outside the basin or the basin be repositioned to eliminate this conflict. 24. After a review of the detention basin analysis, the engineer has used the same total area for existing and proposed conditions. This would appear to be inaccurate, but a review of the drainage maps are required before a conclusion can be determined. 25. Culvert computations for the proposed 48" RCP have not been provided and therefore cannot be reviewed. Mr. Michael J. Gantick, P.E. S E A Consultants Inc. November 10, 1987 Engineers/Architects Page Five 26. What is the design flow and the capacity of the proposed riprap channel upstream of the 48" RCP? 27. The engineer should provide calculations for the stilling basin detail. 28. A trash rack should be provided at the inlet of the 24" RCP in the basin to avoid possible debris blockage. 29. The following note should be added to the temporary cul-de-sac on all plans: "The developer shall be responsible for the removal of pavement outside the right--of-way and shall topsoil, fertilize, seed, and mulch all disturbed areas." 30. A detail should be provided on the conservation plan showing a typical house construction plan. The plan should include house and driveway locations, appropriate erosion controls, stockpile areas, and slope directions. 31. Individual names of abutting property owners of the Mountainview Estates Subdivision (Section 4) should be listed on the Key Map and Plot Plan. 32. The engineer should demonstrate that adequate inter- section sight distance exists along the easterly side of Lawrence Road. If necessary, improvements should be made. If you should have any questions, please do not hesitate to call me. Very truly yours, S E A Consultants Inc. m es R. Bancroft, P.E. JRB:emf c w" SEA y F T_0 a-P S ?d&"�at O 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 203/644-2511 1.1 E M 0 R A N D U PS November 12, 1987 TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works SUBJECT: ENGINEERING PLAN REVIEW SPINNER'S ESTATES Please find attached for your information the SEA review of the subject plans. In addition, the following comments are also noteworthy: 1. The profile design at the intersection of Lawrence Road is to be completed and should insure that storm water does not cross the intersection. 2. Curbing onto Lawrence Rd4 to be required to insure that curbs are not subject to "knock-out" by plows. 3. Design of drainage alternative (s) to address drainage from Hildebrand property to be shown. 4. 48" cross culvert to be aligned in straight line with wing walls. Army Corp permit may be required. 5. Lot to lot drainage to be checked to insure near zero increase from lot to lot. , 6. Slope rights along road are to be shown. I would suggest that these plans be revised and the additional information be provided for a second review prior to the Commission!s-action-on the plans. MJG/jsv enclosure cc: Subdivision Project File PAU L W. SMITH ATTORNEY AT LAW DEC 2 ]�87 P.O. BOX 33B 36 MAIN STREET WINDSOR LOCKS, CONNECTICUT 06096 South Windsor (203) 627-US 13 Planning & Zoning Commis December 1 , 1987 Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application of Ludwig and Marion Szeluga Spinner' s Estates Dear Sir: On behalf of the applicants , we agree to extend the period of decision of this application an additional sixty-five (65) days for the purpose of complying with the requirements of C. G.S. 8-26d. This extension shall in no way waive or abrogate any rights which have accrued to this application. Sincerely yours , Paul W. Smith pl ffish V sm t+M 11 i SPINNER'S ESTATES SOUTH WINDSOR, CONNECTICUT ENGINEER'S STATEMENT PROJECT NO. 86-1333 JANUARY, 1988 PREPARED BY A.R. LOMBARDI ASSOCIATES, INC. 25 TERRACE DRIVE VERNON, CONNECTICUT t TABLE OF CONTENTS I. Project Description II. Drainage Statement EXHIBITS I. Storm Sewer Calculations II. Detention Basin Calculations III. Pavement Design IV. Culvert Design ENGINEER'S STATEMENT Spinner's Estates South Windsor, Connecticut I. PROJECT DESCRIPTION Spinner's Estates is a proposed single family subdivision to be located on 25 acres adjacent to Cliffwood Drive and Lawrence Road. Approximately 1800 feet of roadway will be constructed to serve 20 lots. The roadway will intersect Lawrence Road and tie into the proposed Cliffwood Estates cul-de- sac. The subdivision will be serviced by public water and public sewers through extensions from the existing Mountain View Estates Subdivision. In addition, the sanitary sewer will be extended to Lawrence Road for possible future service to those homes. II. DRAINAGE STATEMENT Presently the site is partially wooded with no formal drainage system. An intermittent brook flows through the middle of the property and out of the southeast corner. All flows generated on the property runs off through this brook. Natural drainage swales to the north and west assists in draining the site to the brook. The proposed drainage consists of a storm sewer system to collect runoff form about 60 percent of the 25 acre site. The drainage system will carry this runoff to an on-site detention basin where flows will be returned to the natural brook into which they presently drain. The remainder of the site, approximately 10 acres, will continue to runoff as overland flow directly to the brook. Runoff from the entire site will remain near existing runoff levels. 1 A.R. LOMBARDI ASSOCIATES, INC. cos 25 Terrace Drive SHEET No. / of VERNON, CONNECTICUT 06066 CALCULATED BY _ �G� (203) 872-2703 DATE CHECKED BY DATE_ SCALE 774le �-- ?mac:r � iT �i•�lS i7 �.5rl�i�� �.�.- -r-Z'r�� �'$�J G T,_;, C G v��rc/? ,Svc���?C� �•'lt" �� _ K ./ a rwooucr i®,,t.&86W MW 01471 StOM Sewer System Design TF � N H V C .0 .� yp \ cr 1 2 3 4 5 6 9 LO 11 12 13 14 150. 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LOMBARDI ASSOCIATES, INC. roe 25 Terrace Drive ,SHEET NO. ,� of .3 VERNON, CONNECTICUT 06066 (203) 872-2703 CALCULATED BY DATE CHECKED BY -/ DATE_ SCALE ©.d�T�C?�(/L� ✓C "i��ir�f �7r'r'3c�� �" �6r 4024!;/ �%t�C �X•s.5 s � Outtrr Flow Amlysis Y w v 11 12 13 11► S 1 � <r /8 L6 G � I 13 e-T V c T i � s Z v•3z D.3 / R T 9 o•i�3 9 D/(o /lo •/6.0 •O Z I�eT s oog o.9 �o� 07 .i33 �.o D.83 // oi.S sv D-.3�/ •DS `�� .3 R7- Si �T ©o� 07 e�7 D 752% e27 p.o3 0-l) o3 03 J 46.0 yS .2 b '' O/v 3 S D•/Z O.OZ O p.dSS • ci P/�✓�yERS S 4 033 v 03 a3 _DSO 6 o D•SZ F� w G Q� /Y� C'�9TZf �Si f - --� rr I I r �` r � . .;, 'r1 ► III ' I \ I 1 I I \\ lr rI I I it ---------------------- ----- ------------ I I \\ I � I I I li -AVERY -`- i I I 191�C�I79 /yJ" G•.J/ / I I I I \ _���---�REgT - - � I\III--►I�/S �Z f�T—/ i I / � , � I I . LAWRENCE II 2 3 --JL-------- i1- ---- --- � , II � II II o N • S N (Sheet 877) S z c = l �r JOB A.R. LOMBARDI ASSOCIATES, INC. 25 Terrace Drive SHEET NO. OF .3 VERNON, CONNECTICUT 06066 CALCULATED BY �7 (203) 872-2703 DATE CHECKED BY DATE S6/tt'£ .SD/vrr� v, jv,,,, ��G c%r� C--,00lol 76 /�G/ l/� J .a/"C r/C�J ICJ/ y,t/,�/�%�: .a 'r✓ CDq'S���c�i�P �._Si7 r� /a, a oO s ►�ooucr1011 lac,wm.Mm 01471 A.R. LOMBARDI ASSOCIATES, INC. roe 25 Terrace Drive SHEET No. of 3 VERNON, CONNECTICUT 06066 CALCULATED BY l>/y1 (203) 872-2703 DATE \-;0'00'2 C!9>8 CHECKED BY DATE SCALE �r C�.;� / 6iirr�u�.•�-�c G'' CALIFORNIA BEARING RATIO (CBR) p3 4 5 7 A 9 10 1 30 40 so 00 TO so a Ito I T T I I dip! z 4 �. s W W O a Io V U. Lie 001F sn f r O = 000- 15 6 5 z DESIGN CURVES zw GIVING THE TOTAL BASE AND PAVEMENT THICKNESS OVER Zp �� ANY SUBGRADE OR SUBBASE OF KNOWN CALIFORNIA V BEARING RATIO (C OR) . T i "WHEEL LOAD" EQUALS ONE-HALF Of AXLE LOADING. Oor f z 2d m u 3 M10D V2041®Ifit,kW,Mm 01471 As A.R. LOMBARDI ASSOCIATES, INC. roe 25 Terrace Drive SHEET No 3 of_ ,3 VERNON, CONNECTICUT 06066 ' (203) 872-2703 CALCULATED BY DATE CHECKED BY DATE SCALE �f"G✓9T11t��'' 10 ------------- Q v r �D o D 7271 6'� Ti�'i9�i�aiC.� �9s.0 `✓/L L 5�if'1/.G� .4.5 �/?r9//�, L=i"V /4S f/GTL"i4Z' 7"o nlooucrl041®Inc,&GIA Mug.01471 AV JOB�S,�i ,��€' A.R. LOMBARDI ASSOCIATES, INC. 25 Terrace Drive a SHEET NO. OF VERNON, CONNECTICUT 06066 DATE CALCULATED BY a/`'� _ �� c�8 (203) 872-2703 CHECKED BY DATE_ SCALE ` i?b c f'Q!/�t f T� S�� 't'J'�lC�jro�c/ .v �o i'�C Cail3 E'/✓c .r+ (/.71-C./ 7� P.rj�i�7G �r /l90 P'T-a"- L'! i- 457(52 eoo v 3� MAINUHL51 tK UUAUt<A1VULr• .`�•,�u CONNECTICUT 7.5 MINUTE SERIES (TOPOGRAPHIC).707 ll% �'`'' • 32'30" 660000 FEET•?OS W/NDSORVILtE /d MIL Iry �16- ° ��- '�• :: - > \• j ,o ! •rl (( .421 (y 1 I a O n Q \ ` • �a \ 0 ft • •ram* \,r k�qf �: 1 \ •.•.41 • i` Lr� •' 1 t" 'r TaA m k* ° � S�bstation ~ I Q 1636 2721-4 I / • ./ .I I a Temple Beth Hiltal f ' •1•• •° •, �RL U ROB 3 70 000 i`• ''• .J / r.• 1' �,\ `� FEET R l + 4i • 1, .r • � , •�O { 1 1 O ! \ O I 1 • � � ' \ r I sc C. •� \ \ • •'••• f/�• •I• ,fit�� ••� ` �•• 1�\ ` 11 � • I`\'� �� • 1 v 1.•• .u.` ,• •'.. • • \ •'• � L\�\\O • •. •• •�••• ci so '340 o� Orehaydl4633 • •/, TRL--,c%PLJF,"F;EA C.cl �FVT�TIJ ;;ERS�E�V : . : i Project : SPINNER' S ESTATES User : Dry County HARTFORD _ Date : G1-1S Subtitle: CULVERT FOR Uri-^JAMED BROOD, • CT �_jie`k"° ' _--- Cate : ------ F Lc 11 i� �,l C,f'c .,U► 1 c- E- r a i rl--- -- f t ) ( f't;f t ) cG�e ( sq,'it ( 1't/sec: t . Sheet 3.2 `'00 -_ - -----(`�----- - �-- - ------ - - ------ - - -. -_._ _._.- -----____.--___----- - u w C o r,c e rl t' (.Bc) -� 0.9. , >)ha i 1 Ow Cancent ' (C 6�,1� r.• �Gr 0Pe11 CF+an-IE-l �t�EJ �;GC.Ir:; •v� 11 Open Channel - 1�UU + " " T - I 1 I i I t l!1 •_LI!I+. C 1-1 t � �; 1 u r, -- = ;�•'� L r - J B Fa I r,c,; (No Fes . i G Gras; E �,,;ud � � ur � -- - C0.Jes C C u I t 20 Res . H Woolis , Light F ^aved D C ul t ivaf ed e � . �1ouds C,'rrst- y , U Uradr or + - Gent at Ed fc,r use 3RAPHIC. met < y TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1 . i1 Project : kPINNEn^' S ESTATES User : DM Date : 01-13-66 County HARTFORD State : CT Checked : Subtitle : CULVERT FOR UN-NAMED c/R00f; Data : Orain•g-_:- Area Runoff Curve Number Time or Concentration : Hours Rainfall Type IIi Pond and Swamp Area 45 �crzs 1" . ' or Drainage Ar e3 I Storm Number �---i--i---n--�-- -^-_� _4 -5- -----11-- - - - -- - ---------------------- ' ' ---- - ------ - ------ Frequency (yrs) ----- -^---- , 2 5 I 10 1 I 50 100 e424-Hr Rainfall, ( in) - I L•V , i• L 1 Lh • 1 I 4. 7 1 •5 1 L.• I Cj• 7 ' 1 IafP Ratio 0.53 Q 4 31' 'J 3 d 1 V • �1�' 1 % • `T J tr •J-f 1 ..1 `,(J ' � _ ; �, ` - -�,• 1 , - . .�r 1 ., r G 1 •�., r 1 , ' a — • -+—+ Unit Peak Discharge ; 0. 145 ; O. it'; ; 0. 13,.� ; 0.''00214 ; (cfs;acre/in) , Pond and Swamp Factor : 0.7� 0. 72 I 0. 2 0. �� :'• ram 1 5.0% Ponds Used , Peak Discharge (cfs) - 'dCJ1 'J� l � �rUV1l�'�'� rrUrli Tn 'CiCI � � IJ1111Zs 4 i A.R. LOMBARDI ASSOCIATES, INC. JOB 25 Terrace Drive SHEET NO. OF_ 7 VERNON, CONNECTICUT 06066 (203) 872-2703 CALCULATED BY l7/� DATE- �/�l1• 8cs CHECKED BY DATE- SCALE do ��' G'"/�t/c �a� .fin Y- D 7� /�7��:��.•�a� Q/ll� � �Ji+�/� ric/G �r'✓ - /�'�� �d tiS�f�`�'LC �j /� 3�2 6 ` 07 r/ r� '1 A° Q r•�iq n � Z iw"7 D-173 -03 /0,33 0-76 0-17 3 d_v3 .�2 e- o F-,et-c/- �:(IfI I a car cam-7' 9a, . PIMI 204.1®ice.c,g,,,.Mm 01471 I 1 A.R. LOMBARDI ASSOCIATES, INC. JOB 25 Terrace Drive SHEET NO. 6 of 7 VERNON, CONNECTICUT 06066 CALCULATED BY DATE tea (203) 872-2703 CHECKED BY DATE_ SCALE ��Lc(iL..�lT�y�S/S SC drl � J Gv - �.tr /-� ���} fix✓ -o "oolzz' /8 �.} ! U ►sower s04 i®Imo.,sue,MW 01471 0 ?� PROJECT f7e DESIGNER: .T�fy 88 < DATE: m r.. HYDROLOGIC AND CHANNEL INFORMATION z SKETCH z a 1ivv ' l3 cr,5 - ?ir s� T� / STATI ON : fl 2 N W EL. 30` co Cv< ✓c it T3 v c 7U .v fi9GLeo�►.+�► W Z�Q �vliJ .34� ,p l?c ST.t?i c�p�/ Z p> AHW= Nom 01 = 'S�l cf �.v�i/ T WI = o , o n v - . 02 = T W2 = S m 'oe T W w-4 m a EL. OI - DESIGN DISCHARGE , SAY 025 EL.,`_ l MEAN STREAM VELOCITY= rn to 02= CHECK DISCHARGE , SAY OS0 OR 0100 / _ 01 MAX. STREAM VELOCITY=_ Z CULVERT HEADWATER COMPUTATION n DESCRIPTION 0 SIZE INLET CONT. OUTLET CONTROL HW=H + ho - Sin o ; -10 • (ENTRANCE TYPE) H W d +D _ 0 COST COMMENTS D HW K� H d� _�. TW ho LSO HW �e > m r m TwiN JGr r n n m x C .?.c.p y 3 m � ' 7 6 o m m < o e A 'ov .o - 3. 3 .i N Lo�py-o z jcr Lelc d•< <' S v 7WI, SUMMARY 8 RECOMMENDATIONS: 0 0 0 -•1 T m m i A.R. LOMBARDI ASSOCIATES, INC. JOB 25 Terrace Drive :SHEET NO. OF VERNON, CONNECTICUT 06066 (203) 872-2703 CALCULATED BY DATE CHECKED BY DATE_ SCALE ni=l20&1®ice.sue,wa 01471 DESIGN CHART FOR RIPRAP VELOCITY VS SLOPE --- --- -- - -- - - — { - -�---- -- ' --- - - ---- --I--- - • -•- - LIL 7r.1 I -� RA -I t t t , _o t _ - a--r---- aS t Til thl t I —{ { t — 1 �4 2 3 4 3 0 7 o 9 11 —� 2 3 a b 7 b 4 1: —2 d i S b 7 0 9 10 --�' I p -"' 10 SLOPE FT/FT c DESIGN OF OUTLET PROTECTION FROM AROUND PIPE FLOWING FULL MINIMUM TAILWATER CONDITION (Tw c 0.5 DIAMETER) ►-� n � co .. _ o c � o "bill 9p (A80 cn Outlet W . Do + La Pipe 2 :I Diameter, D 1 1;l �.. lilt La �• r.i il, liia,:, :III.;I,'il� .� lwater < 0.50o PQ�c 60 . Of .i:;rill•I li I IIII I.1!illi:tli r • ��, I �,e�9 50 , I I ;1;�i,.:,l !; •1 i IIII ':,: , : . . •• ,• '. .1. � -FA UL • � � :) I •t., I,;.IIII ,, I•'I 11 •.•.., , r .I. I I I,/. •I. ... w I I I � f I .1 •i..,.II••','•,I I lI I.tj 1i1+1ia .d1 I , ! � r ; , ! 1.1••...I• •'1 4 Il1I. t. 3 +14 .! ,.III .!,•. I: ., } ~, •t• • II ,,�; .: � � I I .!± ' iA : �t II.' r� , ► , ( ,.. ,i;. r+, ,jam. �... 1 : '�a" 'I'� I i i I' li: :'; !•r:l�r !• .jl to 1 2010 i�'1 - 5 ,� ,< 1 ,.I !.i I I I . :III• ill. ! ,. .,• ' yr� i.., Iw. i;r r•tl 1 ..•. , . r l h . I ! I � I I t,t 111 :1 ' I r:l• � �) , 1-iF•T � •�. •}• ♦ D ♦ " r It .il_ i i I�I 1•I, ..'...i;1,' ;�! 1�': III r,l•1.1;11 •I 1 I •' '•' •' '. d 0 I 1 ,.,1•I, ; 1;+ ji IIII!I'i,1il , • , : :' 0• ~ It •� ,1' �. It'! I � I 1 i 'I , i t •:t.1 � � h I �Ip I•, N i1 I I I •!I i i� ,. 'III 'll •i.i (.;.., ♦ h ! 2 .d. , �' 1 !l •tll'��•Illi •I, .•r. It t.'r,,r tit a a :I II , .. •1, � j;'oil ...! f:I�A ;y Oti eh 1 I. :;�.1,1.•1 n fit III; '1 1 s a b ♦ ' III I I I •+ rti i:. `L r 1 !1 •.:i t:li I s a t s a t , r ! !. ,1 n li I I ,Itl I I I i 1 ! • ',�j IN s 1 1 O I I II 1• ::;! I, l i i il!:d:` 12 d s .I , i•! II '� I','i�' l •, .• , I I 3 5 10 20 ` 50 0 Discharge, ft3/sec100 200 500 1000 r 1 A.R. LOMBARDI ASSOCIATES, INC. JOB 25 Terrace Drive SHEET NO. OF VERNON, CONNECTICUT 06066 CALCULATED BY DATE (203) 872-2703 CHECKED BY DATE SCALE PLUNGE POOL DETAIL t NOT TO SCALE A A r - - 1 AN - - - - - - -� — E F 6 FUZE D UNC ` Ia INTERMEDIATE RIP RAP -- L6'GRAVEL ON FILTER FABRIC SECTION A-A RIPRAP PLUNGE POOL s 2° A 8 C D E r G N wt. ;,as�.P M . � 5 140 7 : 1/� 1' 1' 4 V2' I 1& 3' -6 i Q' j' 2' 1' s' 2• 4• - e 2-1� IS' 9' •2 1& 1 L/2' i 7' 2 �Z' 4'V2# 12 — 24 17' Id 2 1& 1 0* 1' B' 2 1/2' s 1/2' IS 20' 13 3' 7' 2' 9' 3' Q 22 ` 24', 16' 3 IA* 2' 2' 9 I/2' 3 IA' 7' 33 rxoouca �®i,�.clomp.Mom 01471 p JOB`�,oXllll f�f'S �57�9T�.5 d� -13- A.R. LOMBARDI ASSOCIATES, INC. SHEET NO. OF 25 Terrace Drive VERNON, CONNECTICUT 06066(203) 872-2703 CALCULATED BY ^� DATE CHECKED BY DATE SCALE C,.�� fi�G C>/� �C�//?�! .�✓<�c.�/� O�c.�.�a ; Vr.)���j ."�.� /- �o�-��,� dam'���F' �/mac�-�/�� �"�ji�.� �,f•�-'..� - - T�i v� S /fC'Gi�//�� ��/1�'�L�'f c/ /G�lG� ✓/,F; /OriC/�$� G�//�/`('S� 1 � C�. 1©G1;4- +ell �•r"' 'C. ���' /?'i/�1G/��/ilS /�•J�//�/?:S (/ -a JOB�i�i✓!'�.� .�7/'T�s ='' G• /.3�� A.R. LOMBARDI ASSOCIATES, INC. 2 3 25 Terrace Drive SHEET NO of VERNON, CONNECTICUT 06066 CALCULATED BY -d/�� DATE (203) 872-2703 CHECKED BY DATE_ SCALE /�JG%jc ir'>>u�t y G�`-����•, !� �/i'�-7 ,��:��rapc.��c/ �1c1��r V1� f�X/�7`�'�✓�� Aof� {�:��'� _3 C. fs /vo1-3 57 A, •1 14 c r t✓� F r-�.',.f i t r1 i. I. F f"G?Cj t.t E'i 1 y �E'a a 1, r Rai n ta.I -I- e •_._}.i;f,.tr Fr:a:L n fa1 1 : C.,. 19 .1.rig=hes P.LAr1 -f f I:'t.tY'VG• Nt..tmber I='eal:: I n f 1 ow ,_ fs F'eak: Cjlt.tt f 1.1-,w C f s R L1 r1 f f t_t m e: . 4 i n h e Detent] 1 n ;Preis1Ii St�-rage V� J.L.(Me: 1 . 1c1 1n ci Y E� feet NMI 204.1®W, cam.Mm 01471 A.R. LOMBARDI ASSOCIATES, INC. � 25 Terrace Drive SHEET NO OF VERNON, CONNECTICUT 06066 (203) 87.2-2703 CALCULATED BY DATE 7190-9 CHECKED BY DATE- SCALE ,d Q 9V z�/ � _ E�yiYy�'f" //yFGvrJ G�ljiCGOw SUN©FiV �d/�/��" �7- 111161 nrooucr to4�®iw-,GmW,w$01471 M A.R. LOMBARDI ASSOCIATES, INC. JOB 25 Terrace Drive SHEET NO. OF VERNON, CONNECTICUT 06066 CALCULATED BY DATE (203) 872-2703 CHECKED BY DATE_ SCALE rmw 2041®Inc,GmIm.um 01471 [| UPVF1 NUMBER C'OMPUTA-TlUN SPlNNEF:, s LaTiVr"-.-. U er � unLy : HARTFORD iate: [T Cher ' ' 'd: Date: S'mti 1. I EXIST] N UNOFF F M ATE Suh /. . 'a : A - --- ------- '- '-----' -- ---- -- - - - ----- -- - - --'— --' ' - - - - ,vIog` C Sn` l COVER DRnCR Tp r [nm Acre'' ' CN) - -- --- ' - '- --- -- ------ -' - - ------- - --- - -- - ---- --- ' ` U| LY D[.VELOpFU 10131114 A/rAS ' Veg h'stab . ` p`,' d�' i I T-1;10 1"� average l I ��' � �'l, e A G P lCULTURAL 1. AND9 Br / /-,h - bru*h , weeg, gra'ss mi v { azr �. �� 7o) goocl 3URAPE-A: ^` TgTA\ DF',. ! E AR[A 'W L�l TED CUF.V[ NUMD' �: ^��° -------- '-' ' -- -' - -'------ ---- -- -----'-- --- -'-- ------------------ ---' - -' * - 6 nerated fur u02 'AF'HJ� methou ` ^ TP-53 Tc and Ti THPU SUBAPEA r DM.�UlTATlON vERS1ON 1 . 1 Pr^]ect : �rINNF-F [ST�T1 �er : DM Pate: Cou/�ty : HA�TFOPD State: �T Chec\ ed: Date: 3ubt1t1e: EXl I1'%l6 �UNUFF [SrIMA / � F] ow Type year Length Slope Surface I Area Wp Ve zt� r� raLn , ft ft f+ ) ( ft ) / f � /se'� ' - ---- ------------ -'----'----------'-- -- --- -- -' - --- - '- ---- -' - - ' -- 3hee 04 S|/allow Coocent ' d ��,'/ ']pen - ' Shallow Con�entr�tpJ -- F� r°l 1ow N'' Re Burmuda - -- Surface Code- -- i.zvated �0 % pes. H Wuods, Lig�/t P Paved D Cul � ��nteJ � �.'0 % Res. l Wo^ds, Den�e U Unpaved L Grass-Range, Shor � � a1" cr //''� �� 6�'APHl d Tn-55 ICAL DISCHAR8E METHOD V[ R0JON ESTAT� tp� Suhtzt] e: EXISTlN .UNOFF L".11MW.TF Dat Draj.nage Are.^ Runoff Cury Number Tzme " | [.'ncent ' ac .1 /`: Razntall .//d anu ��vamu Ar ea : wON/� � Used i� . . /a'L''e/I n | PunJ -Ao'| Swamp Ponds Used | ---- -- -- ----- - ----- | -- - - ) -- -' | --- — ' | - -- -'- | --'- | ' - - | ----'— � | Peak D arge * - Value(s � prnv�ded [rom TK-5� �ystem rout� nes A.R. LOMBARDI ASSOCIATES, INC. JOB 25 Terrace Drive SHEET NO. OF VERNON, CONNECTICUT 06066 CALCULATED BY DATE (203) 872-2703 CHECKED BY DATE_ SCALE MO 12041®Inc.&dm.MMm 01471 . . TR-55 CURVE NUMBER: COMPi)TATION VEPSTON I . NNE R, S Ywr : DM Di:4t'?: 01 -15-U/ � ou S t [nty : |'|AHTFOPD �ae: C C�',c|�e�: Date: Aublitle, P�OPOSED RUNO['F [ST [MATF - -'- -------- --- - '- ' ----- - -' '-- - '- - -- -- - -- --' - '-- -- ---- - --- '----' -- - - - - - - - - ' �UiLY DL.V[LOF'E15 L+BAN A WIT*S 00 tu: ' ' ke'I 1d'y!L L ^l G . Tir � � L '� .��� � � mp``' � L. ver. ge OiHEK AGRICULTURAL LANDS 8ruG11 - brush, Weeo, grass 1111x fa1r 36 ` ' Wuuds5) / !y'1rolngIc SUBAREA: A TOTAL DRAINAGE AREA: 10. 5 A WKI6HTED CURVE NUM8ER: 60^ -----'--- -- ---- -' - - ----- - - '-- '- -'----- -------- -- '-------- ---- ---- * �e'`erated for u:1e by GF?APHIC methou T�-55 rc and Tt THRU SUBAREA COMPUTATlON V�RSJON 1 . 1 Pro]e, i : SP/NNEP" TAT[S UW Dpm Date: 01 -15-8/ CounIy : HARTFORD State: [T C/`e p'1: D'`te: 6uoti. tle: FIR O1`OS[1) PUNOF/- EST {MAT[ ----- -' ----'—' - --'--------- ' - -'-- -- - - -- -- ' --- '--' ------- �] uw T y p iength Sl f Wp Veloczty T� ' / ft t/ft ) `od�' � �q/ ft / ( ft / ( [t/sec / -- -- ----' '- -- -- - - ------' '- ---- - '- '-' -- - ''-- -- - -' ---'- - - -'-- -- Sheet 300 . 04 / | Shallow ' �ncent ' d Open 1. '�vnc�nt, at ` on -- - Sheet Flow Surface Codes - - A �mouTh SurIace F Grass, Dense - '- Snallow Concentrated --' B F­al ] ow (N' es. ) 6 Grams, Burmuda - - Surface Codes --' [ 1:..-ultivated . � It Res. H Wooub, Lzght P Paved D [ultj- vated Res. I Woods, Dense U Unpaved [ G' as�-�ange, �hort to r uF: 1,1r`1/'. met'"`' ^ T| 5� GRAFHICAL DISCHAR6E ME.rHOD VERSION i . 1 pr^ject : SplNNER" S QUATE3 DM Date: 01-115-8 (i'unty : HARTFO17!D vate: Sub1- itl POSED RUNOFF Fn [ ( MATE Data: Drainage Are�.-4 : 10. 5 Acres Runoff Cur Number T^ me of Conc.,ntratjo/.: o' 75 * Ho.,r`i Rainfall Tynr : II1 Pw`d and Swamp Arpa : NONE = =-W ,- =�', ===� ======== 'Z ` ,===�� | m Numbe, | F, Qqueocy yr0, � | r Raznfall b 2 7 | 5. 5 C,. � | la/F' Ratio0. 22 �9 \ � Us d � /`. �(". 0. 330. �1 �. 5� ' �eu| 03. ',c|.,IyQ to. ^J 1 //. '117 C, ' | � s/a e/zn ` . . . . ' . ' Pond and Swamp Factor 1 . 00 | C.). 0% Ponds UF�ed � _-_------ ---------- - � ------ \ ----- \ _-___- | --- -- | ----' | ------ ) ' ---- | � Peak Dzscharge �� fs/ | 1 ( � | 4 | � � 8 | 10 | 13 � =========- =�:A',==='' `` �== ==L,======================================= It - VaQue(0) provided from TP- 5Lj system r '�utines . . . TP' 55 CURVE NUMBEP COMPUTATION VERSION 1 . 1 ProJect : S User : DM Date: 01-15-8� HARTFOpD S�ate: �)' ��hec�ed: Subtztl F'ROPOSED RUNUFF ESTIMAlE ' rO DETENTION BAqIN) Subarea : A - ------- ---------- - ---- -------- ----' -- --- -------- '---- -'----- ---------- H�dr�Iug�c So� l Grou/� COV[R DL6CRIPTlu�� � B � D |-ULLY D[VELL,P[D URBAm AP AS ` '''pp EstaID. ) dent � �� aver �'lp g` ' �',� l Group� 13. 5 1 - -- - -- - ------ ------------------------------------ - -- ---- ' - - -'-- - CUB��LA: A �"UTAL DRA{NAGE AR[A: � 4. � A� , ��. �E}G||T[D CURV[ NUM8FR: 69+ ' ' - ' - - -'-- - - - - -- - '- ---- ---- - u�e by GRAPHlC method -w-un GkAPHIC-Al.- DISC::HARGE_ ME-THOD V L-F.",I UN 1 D.)E.,1.7 t S F'I N N F 1':' 1-7:S 1 A T f L D 01. Da 1.11-1 t y HAF?'*FFT)F'.D At wit Gn CA -(t)t i t I.c, somman) PawAr K N) 1)1*.-. PLU-10.1-f -f 1--:urve Number C T I i ri E- t i l C ct n i.: ce r i t r L-ct n i i ;- Tj,I i :'.' f"k,nd Ann Swamp a ea L W r t-q tj e n yr on i I rR .1.nfal I. 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JOB 25 Terrace Drive SHEET NO. OF VERNON, CONNECTICUT 06066 CALCULATED BY DATE (203) 872-2703 CHECKED BY DATE_ SCALE oeo--I";000000�;/.t'57/x /�G Cg MIOOIM,4 2041®Ire.Qdm,Mm 01471 JOB A.R. LOMBARDI ASSOCIATES, INC. 25 Terrace Drive SHEET NO. of VERNON, CONNECTICUT 06066(203) 872-2703 CALCULATED BY DATE� � �8 CHECKED BY DATE_ SCALE 2 S7.S z' 97 / AS J..O z 193 � <z� S �S 445e- / 71 reoouc MI IRC,sum.,Mac 01471 JOB A.R. LOMBARDI ASSOCIATES, INC. 25 Terrace Drive SHEET"o. of VERNON, CONNECTICUT 06066 CALCULATED BY / DATE (203) 872-2703 CHECKED BY DATE x SCALE c 7 � X 8oz A of rl / Jo /2-,5 f)G J' 6 3 011 f� p z ) 7 N , wU. � �t '•t'' i ''•t f- 't U-1 I?,!i Ch'.11 r'lLL r _ 1,,,_I I ,-•�r...i' J''•1 r'-'(+l Irl 't it-1 111 f'•- IT I.i I ?1 .� '^+r+•1 r•-1 r--a 1 I .r , LL �- I J' (- j 1 IT•1 '•j•'r� �•1•'�•11 f'1 .�1 '1 I i .-,,...,i�J,-,J(�1 U-1'•L' �_l'r '-� 1;.J r'j r•i 1�'•J .•-� �-+i i 1 f- 111 lJ� � 'T �f� r'i �:.! l!J y •„ I p '-•1 J f'7 't IJ-1 L11(•._ 1T, r-1':'•J I'i -• 1 ?•1 IT,I.T•1 ly,f+'1'•1, .-•1 ,.••� �,_,'T ' '-- ('-_V-1(,"! i rl iJ�l w ap 1 I ,.+,-'•J r','t u-I'.l.l r'-I jl:T, I.1. 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JOB 25 Terrace Drive SHEET No of VERNON, CONNECTICUT 06066 (203) 872-2703 CALCULATED BY DATE CHECKED BY DATE_ SCALE PMV204-1®Inc,fVN.Mae 01471 JOB �,r�/NrYl'�-5 Cs?79T. c 6 193-R A.R. LOMBARDI ASSOCIATES, INC. z 25 Terrace Drive SHEET NO / of VERNON, CONNECTICUT 06066 CALCULATED BY DATE (203) 872-2703 CHECKED BYY� DATE_ _eewtE /�f i7z/Y�/�( Z> C— ///r// �//C Vic-� �/r:./ .�!J/'�r7 -fc:-'/c�..•�; ..� �O Z X5 Z o 7'-- PIIQOU17 2W fA-fA--"--7 lea fmim Ma 01 n_ - - -- -- ---- - -- - - - - - A�mRUMOSOW 9 WOO =NONNI ON I P OVA F 9 OWN mommilml 0!, 0 mol 000,P!jll 4�-,a I ow M,WE a d 12 0-CIA-0 w m W.2 V. ■EMI■��iii�ii RZ/_P%"XIA�%!•I/ ��■%�i� �W/ ri%�isis��ii� i/I/./JG% MM/���5/ :i�.Syi�� iC.ii�:i� FOP P�P ME rAJlildOe OrA rAaS SOM JMF '; A" P, SOCCER tgalop M rNM PaN R',-A NOWAOMPA M . . ' ;;FOP! ol i va� io 0,224;1- R ago - ram' % I/.i/�■��i+�i�%I��I�I.//J�i/�%■/" -• ■MEMO YIAMPA 1 JOB A.R. LOMBARDI ASSOCIATES, INC. 25 Terrace Drive SHEET NO of VERNON, CONNECTICUT 06066 CALCULATED BY DATE (203) 872-2703 CHECKED BY DATE SCALE M10011Cf 2041 nr s Inc,GmW.Mrs 01471 O "CONSULTING ENVIRONMENTAL ENGINEERS" 25 Terrace Drive ASSOCIATES, I N Ci. Vernon, Connecticut 06066 Telephone(203)872-2703 A.Richard Lombardi,P.E.,President January 19, 1988 p01SSIWW03 $uiuoz '8 Bu!uu�d Marcia A. Banach aospu!lV1 u1n0 Director of Planning Town of South Windsor JAN 20 19BB 1540 Sullivan Avenue South Windsor, CT 06074 Re: Sinner's Estates 1 t�5 P �s ARL Project No. 86-1333 Dear Ms. Banach: Enclosed please find the following information for Town review on the Spinner's Estates Subdivision proposed by Ludwick Szeluga. - Subdivision Plans (6 sets) - Engineer's Statement (2 copies) - Subdivision Checklist The project has been approved by the Wetlands Commission and is presently pending Planning and Zoning action. Comments provided by the Town's consultant and Director of Public Works, dated November 12, 1987, have been incorporated in the plans as explained in Attachment 1 to this letter. Should you have any questions or require further information, please do not hesitate to contact me. Very truly yours, A.R. LOMBARDI ASSOCIATES, INC. Daniel McIntyre, P.E. DM:sab Enclosures WASTEWATER •WATER SUPPLY • HAZARDOUS WASTES • WATER RESOURCES• GEOHYDROLOGY SITE PLANNING •DRAINAGE •ENVIRONMENTAL IMPACT ASSESSMENT•SURVEYING D . IVTF-4 u �� Z.0 ... 4 -.R.41 JAN `�0 1988 ATTACHMENT 1 RESPONSE TO COMENTS - DIRECTOR OF PUBLIC WORKS South Windsor Planning & Zoning Commission 1, The profile design of the intersection of Spinner's Run and Lawrence Road has been completed. An analysis of Lawrence Road indicates that gutter flow crossing the intersection is minimal. 2. Curbing has been extended onto Lawrence Road and tapered to grade. 3. A culvert has been provided beneath the proposed road to carry the intermittent brook which enters the Applicants property from the west. This culvert has been designed to ensure that the drainage problem on the Hildebrande property will not be aggravated by a backwater condition. 4. The cross-culvert mentioned in Item 3 has been revised to provide a straight alignment. 5. Suggested lot grading plans have been provided to show that the lots can be developed without increased drainage impacting adjacent lots. A detention basin has been provided to ensure runoff from the entire subdivision is near existing runoff conditions. 6. Slope rights have been provided along the roadway, RESPONSE TO COMMENTS - SEA CONSULTANTS KEY MAP Percentage of lot coverage has not been provided in the data block since this is a lot specific item. The Town regulations require individual site plans be prepared for review prior to issuance of a building permit. At that time exact lot coverage will be provided. PLOT PLAN (b) Centerline stations have been provided, (d) This provision is not applicable to residential subdivisions. (e) All easements have been shown in favor of the Town of South Windsor. TOPOGRAPHIC MAPS (a) Suggested building arrangement and drives have been shown on plans, only to indicate that each lot is a feasible building lot. (b) Curb lines and pavement width provided. (d) Proposed water mains have been shown. Provision for gas service is not anticipated at this time. (g) Information on sanitary and storm sewers (i.e. length, slopes, size) has been provided per Town regulations. (i) Flood limits for intermittent brooks are not available. PLANS AND PROFILES (c) Sufficient information on roadway grades has been provided to construct roads. Grades at 50 foot stations are typically provided on "as-built" drawings. (d) Information on catch basins and manholes has b en provided. (g) Information on sanitary sewer and manholes has been provided. GENERAL COMMENTS 1. Street names have been provided on key map, topographic plans and plan and profile sheets. 2. Typo errors corrected. 3. Length of vertical curve at station 1+40 provided. 4. A note has been added to the plans indicating sewer manhole at Station 1410 to be an outside prop. A detail of an outside prop is also shown on Sheet 10. 5. Top of frame elevations at station 4+00 corrected. 6. Sanitary laterals to each lot have been indicated. During roadway construction laterals will be constructed to 10 feet outside Town R.O.W. 7. Sanitary manholes have been positioned along road centerline. 8. Size of water main and hydrant locations indicated on plans. 9. Gutter flow analysis provided in Engineer's Statement. 10. A pre and post development drainage map has been prepared for the detention basin design. Drainage area characteristics have been provided in the calculations. 11. Emergency spillway elevation corrected. 12. Dike elevation corrected. 13. A gutter flow analysis of Lawrence Road has been prepared and indicates that during a 10 year storm there will be a minimal amount of water crossing the intersection. An additional catch basin is not considered necessary, 14. Suggested grading has been provided for all lots, 15. Existing utility poles have been labeled and included in the legend. 16. The Director of Planning has indicted that this comment is not applicable. 17. The gradoe of the temporary cul-de-sac has been increased to prevent ponding of water. 18. Description of soils provided on plans. 19. The inlet and outlet pipes have been located opposite each other to provide the best flow line to the existing brook. 20. The applicant proposes concrete sidewalks on one side only. These have been shown on plans. 21. Subsurface investigations to be conducted during the construction phase, have been specified, to determine (a) adequacy of natural soil for use in fills and (b) adequacy of pavement thickness for subgrade conditions. 22. A sub-drain system has been provided for anticipated high groundwater conditions. 23. The sanitary sewer line has been relocated outside the detention basin. 24. Detention basin calculations and drainage map has been provided in the Engineers Statement. 25. Culvert computations have been provided. 26. Refer to comment 25. 27. Stilling basin calculations have been provided. 28. A trash rack is not recommended at the detention basin outlet pipe due to greater possibility of clogging of the racks and increased maintenance. 29. The suggested note has been provided at the temporary cul-de-sac. 30. This information has been provided for each lot as one suggestive way to develop the lot. Individual plot plans are required to be submitted to the Town for review prior to issuance of a building permit. 31. Property owners within a 500 foot radius of the site have been provided. 32. By inspection, adequate sight distance is available at the Lawrence Road intersection. i February 2, 1988 S E A Consultants Inc. Engineers/Archit cts Principals Arnold B.Goldstein,P.E. Mr. Michael J. Gantick, P.E. Frederick G.Aufiero,P.E. Robert M.Brandon,A.I A. Director of Public Works Stephen H.Genbo.PE Town of South Windsor David T Goodemote,P.E. 1540 Sullivan Avenue Bruce E.Soule,P.E. Kenneth M.Stewart.P.E South Windsor, Connecticut 06074 Anthony J Zuena.P E. Associates Re: Spinner's Estates Steven L.Bernstein,RE Job No. 288-8731 Paul F Gabriel,P.E. Task Order No. 15 Mark Gould,P.E. Michael S.Schultz,P.E. Arthur A Spruch,PE Dear Mr. Gantick: Paul C Ross,PE. As requested, S E A Consultants Inc. has reviewed the following for the above referenced project: Sheet No. Title Prepared By Date 1 of 13 Key Map A.R. Lombardi Assoc. Mar, 1987 2, 3, of 13 Plot Plan 4, 5, 6, of 13 Conservation & Topographic Plan 7, 8, 9 of 13 Plan do Profile " ►' 109 119 of 13 Details & Section 12 of 13 Details 13 of 13 Conservation Plan " This information was reviewed for conformance with S E A's initial comments, dated November 10, 1987 and your comments of November 12, 1987. Section 4.13.5 PLANS AND PROFILE g) All sanitary sewer lines should indicate sizes, lengths, and slopes on the plans. GENERAL COMMENTS 1. A gutter flow analysis-has not been submitted and, therefore 850 Silas Deane Highway the storm drainage system cannot be accurately reviewed. Wethersfield,CT 06109-3412 (203)721-7993 485 Massachusetts Avenue Cambridge,MA 02139-4018 (617)497-7800 Citicorp Park West 100 Foden Road South Portland,ME 04106-2319 (207)775-2281 =� -- •% -• - Y Mr. Michael J. Gantick, P.E. February 2, 1988 s r A Consultants Inc. Page Two Engineers/Architects 2. The engineer should provide a grading plan at Lawrence Road and Spinner's Run. Although there is an existing catch basin located 150' + south of the intersection, a gutter flow analysis should be done to determine the amount of flow across the intersection. If necessary, a catch basin should be located to intercept this flow. 3. The engineer has revised the emergency spillway resulting in a maximum depth of 0.5 feet. The Town requires a minimum of one foot of freeboard above the 100-year storm water surface elevation. 4 e eaeh-.ether. d pum ed. Town requires a minimum pipe slope of 0.005 ft/ft. 5. The proposed 48" RCP has been revised to twin 36" RCP culverts. An end wall should be provided at the outlets. In addition, culvert computations have not been provided and, therefore are not part of this review. 6. A detention basin analysis for the revised 15" RCP outlet must be submitted before a review can be completed. It should include outflows representing zero increases and water surface elevations for the 2, 109 259 50 and 100 year storm frequencies. 7. The existing watercourse at Station 13+60 flows directly through the proposed building area for Lot 12. Although the watercourse will be relocated, it is recommended that subsurface investigations be performed and analyzed before an approval is granted. 8. The proposed twin 36" RCP culverts have less than the Town's required minimum cover of two feet. Profile sheet no. 9 of 13 indicates that approximately thirty feet of the culverts will be exposed at the outlets. 9. A concrete pad should be provided between the 15" RCP and the twin 36" RCP culverts at Station 14+40. 10. It is recommended that the twin 36" RCP inlets be extended westerly away from Spinner's Run. A chain link fence should be installed on the end wall and the embankments discouraging direct access to the inlets. Mr. Michael J. Gantick, P.E. 5 c A Consultants Inc. February 2, 1988 Engineers/Architects Page Three 11. The following note should be added to the Plot Plan sheet no. 3 of 13: "The developer shall be responsible for the removal of pavement outside the right-of-way and shall topsoil, fertilize, seed, and mulch all disturbed areas." 12. An outlet pipe should be provided for the existing wetlands area on Lot 6 eliminating possible flooding of the rear yard. 13. Approximately 25 linear feet of the 8" sanitary sewer crossing the existing watercourse at Station 3+40 should have a concrete encasement. 14. Items contained within the Conservation Plan sheet no. 13 of 13 should reflect the revised twin 36" RCP pipes. 15. All erosion and sedimentation control measures should be indicated on the Conservation Plans. 16. The proposed 16' gravel access drive to the dentention basin is shown to cross an existing watercourse. An alternate route should be provided. Access to the basin from Spinner's Run appears to be suitable. If you should have any questions, please do not hesitate to call me. Very truly yours, S E A Consultants Inc. James R. Bancroft, P.E. JRB:emf C r 7-a a-Ps ?d&&4lat e � c� 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 �o001t.CO AREA CODE 203/644-2511 Attorney Paul W. Smith 36 Main Street Post Office Box 338 Windsor Locks, CT 06096 Re: Application No. 1276, Spinner's Estates Subdivision Dear Attorney Smith: Please be advised that the Planning and Zoning Commission voted on February 16, 1988, to deny without prejudice the above- referenced application for a subdivision of land on Lawrence Road known as Spinner's Estates. The reason for denial is that there are many outstanding concerns regarding drainage and groundwat r conditions, as noted in the memorandum from Michael J. Gantick, Public Works Director, dated February 16, 1988 and the accompanying correspondence from SEA Consultants Inc. dat d February 2, 1988. Very truly yours, PLANNING AND ZONING COMMISSION David H. Sorenson Vice Chairman cc: Michael Gantick, Public Works Director Marcia Banach, Director of Planning T_0 as ?d&U14&t � a U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ~psoR.c � AREA CODE 203/644-2511 M E M O R A N D U M February 16, 1988 TO: Marcia Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works A9r SUBJECT: ENGINEERING REVIEW - REVISED PLANS - SPINNER'S ESTATES Attached for your information, please find the SEA comments on the revised plans. Additionally, the following comments are also noteworthy: 1. The lot to lot drainage concern should not utilize drainage swales discharging onto the roadway. These concentrated swales could cause problems along the sidewalk and road area. Should be re-evaluated/designed. Lot to Lot (1 - 5) easement? 2 . Per a meeting with the design engineer, the detention basin design should not be in a cut. Groundwater con- ditions, based on soils type, indicate a typically high groundwater at or near the surface; therefore, as designed, the basin will be wet--unmaintainable during various parts of the year. Should be designed as a dry basin. 3. As per discussions with the design engineer, the stream crossing at Station14+50± should be via a box culvert. A hydraulic analysis is still needed to evaluate the water surface profile for 2, 10, 25, 50 and 100 year storms and floods. See pertinent SEA comments for same also. 4 . The plan view does not indicate the extent of road underdrains. 5 . Sidewalks to be shown for both sides of roadway. At this time, there remains to be a number of items that have not been addressed. As many of these items relate to drainage for the site, this Department cannot advise the Commission to the viability of the site until these items have been addressed. Should you have any questions concerning the above matters, please contact me. Attachment cc: Project File P & Z Correspondence File CIVIL (excep2f8a5 lly actlons' SUPERIOR COU%ff 4 �9 , JD•CV•1 R.-,V. 8S HE �� iUlli• to ai lnieres.. •� i GI'N STAT �2-89 PR BK 49 a c1T 2•3,3 g - ' fir';, „� errand, exc;us,ve _ �- INSTRUCTIONS, ierest and costs rs t Prepare en f �!e• a ieSS than $2 500 p ypew t , sign orrclnal Summ..ons,top SnPPt)any:contor.,r Asdst=t Town tZlerk 2 I1 there is more f,,an one defendant Nrepare cr photocopy conformed summons for each adda,or'ali�t�eteno3n W2•S00 throuah i,1 : ?0�4•� 3. Attach the cr,�na! summons wttn computer shee. attacned (oage 2). to the on tnai como!a,n; and 3ttacr 2 i c S15.000 or more y' r r summons to each copy of the complaint Also.,f there are more than 2 g o ^apti' n' r,-;e it to the original and all copies of the complaint Ptarnt,f/s or 4 defendants prepay lo:m_'J rl-_and^rt-I.4. After service has been made by officer, file original papers and officer's return with the clerk of the court d'I LKC!alm.ing other relief;n addr 5. The party recognized to pay costs must appear personally before the authority taking the recognizance tlon to or in lieu of money 6. Do not use this form for actions,n which an attachment. garnishment or replevy is being sought see Practvcr' PnOlr damages i for other exceptions. ! TO:Any proper officer: BY AUTHORITY OF THE STATE OF CONNECTICUT, you are hereb'✓ commanded to male d:.ie and legal service of this Summons and attached Complaint. JUDICIAL DISTRICT OR G A NO AT(Town rn wh,cn writ,s rerurnaolel(Gen Slat 51 3:6 5t »� HARTFORD/NEW BRITAI HARTFORD RETJRN D,1.7E yrl ADDRESS OF CLERK OF COURT WHERE WRIT AND OTHER PAPERS SHALL BE FILED(Gen Star 51-347.51 35G; MARCH 29 , 1988 95 Washington Street , Hartford, CT 06106 !cAsi TYPE Jar;:,�,Gee, oboe,,;;; iMajor A Minor 00 PARTIES NOTE: Individual's Names: NAME AND ADDRESS OF EACH PARTY Form JD-CV-2 Last, First, Middle Initial ° 1:1 FIRST NAMED attacned PLAINTIFF ► SZELUGA, LUDWICK, 96 Lawrence Road, South Windsor , CT Additional Plaintiff SZELUGA, MARION, 96 Lawrence Road, South• Windsor, CT FIRST NAMED )EFENDANT ► SOUTH WINDSOR PLANNING AND ZONING COMMISSION,South Windsor , CT Additional Defendant HALLOWELL; RAYMOND F. , JR. , 125 Valley View Dr. , South Windsor C Additional , Defendant BURGER, MARILYN W. , Town Clerk, 1540 Sullivan Ave. , South Windsor Additional Defendant 4 NOTICE to each DEFENDANT You are being sued.This paper is a Summons in a lawsuit. 6. The "Appearance'' form may be obtained at the above Court . address. The Complaint attached to these papers states the claims that each Plaintiff is making against you in this lawsuit. 7. If you believe that you have insurance that may cover the claim To respond to this summons,or to be Informed of further proceed- that is being made against you in this lawsuit, you should ings,you or your attorney must file a form called an"Appearance" immediately take the Summons and Complaint to your in- with the Clerk of the above named Court at the above Court surance representative. address on or before the second day after the above Return Date. 8. If you have questions about the Summons and Complaint, you If you or your attorney do not file a written "Appearance" form should consult an attorney promptly. The Clerk of Court :s on time, a judgment may be entered a st you by default. not permitted to give advice on legal questions. ATE (] O SIGN March 4 , 1988 / 1 TYPE IN NAME OF PERSON SIGNING AT LEFT ® Commissioner of Superior Court ❑ Assistant Clerk Paul W. Smith OR THE PLAINTIFFS ENT THE APPEARANCE OF: �► 4ME AND ADDRESS OF ATTORNEY,LAW FIRM OR PLAINTIFF IF PRO SE __7 Win sor Locks , CT TELEPHONE NO JURIS NO (It arty or law hrrni Paul W. Smith, 36 Main Street , P.O. Box 338, /06096 627-0513 102195 kME AND ADDRESS OF PERSON RECOGNIZED To PROSECUTE IN THE AMOUNT Op SIGNATI'RE OF=LAINTIFF!G PRO SE Sandra Sickman, 6 Catherine Lane , Suffield , CT PLFS NO DEFS N0.CNTS SIGNED(Off,c akin cognizance. "proper 21 3 Commissioner of Superior Court For C.:urt Use ❑ RECEIPT^a0 Assistant Clerk No THIS SUMMONS4 SIGNED by a CLERK: Fee FILE DATE The signing has been done so that the Plain- advice in connection with any lawsuit. tiff(s) will-not be denied access to the courts. d. The Clerk signing this Summons at the re- It is the responsibility of the Plaintiff(s) to quest of the Plaintiff(s) is not responsible see that service is made in the manner pro- in any way for any errors or omi� I ES16 vided by law. the Summons, any alle a ' n The Clerk is not permitted to give any legal the Complaint, or the S Of C,OUNn iereby certify I have read SIGNED(Pro se plaintiff) / PATE SIGNED GLA DOCKET NO d understand the above: ORIGINAL SUMMONS, Civil RETURN DATE : March 29 , 1988 SUPERIOR COURT LUDWICK SZELUGA JUDICIAL DISTRICT OF MARION SZELUGA HARTFORD/NEW BRITAIN VS AT HARTFORD SOUTH WINDSOR PLANNING AND ZONING COMMISSION ET AL MARCH 4 , 1988 CITATION To Any Proper Officer: By authority of the State of Connecticut you are hereby commanded to summon the TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION of the Town of South Windsor and RAYMOND F . HALLOWELL, JR. , Chairman of the Town of South Windsor Planning and Zoning Commission, 125 Valley View Drive , South Windsor , CT and MARILYN W. BURGER, Town Clerk of the Town of South Windsor, 1540 Sullivan Avenue, South Windsor , CT, to appear before the Superior Court within and for the Judicial District of Hartford/ New Britain at Hartford on March 29 , 1988 , then and there to answer unto the foregoing Complaint of Ludwick Szeluga and Marion Szeluga, both of 96 Lawrence Road, South Windsor, CT, by leaving with or at the usual place of abode of the Chairman or Clerk of that Board and the other parties above named, a true and attested copy of the Complaint and of this Citation at least PAUL W. SMITH ATTORNEY AT LAW 36 MAIN STREET • R O BOX 338 WINOSOR LOCKS. CT 06096 •TELEPHONE (203) 627.0513 •.JURIS No. 102195 -2- twelve days before the return date. The Plaintiffs as principal and Sandra C . Sickman, Six Catherine Lane, Suffield, CT, as surety are recognized in the sum of $500 . 00 to prosecute this Appeal to effect and comply with the orders and decrees of this Court. Hereof fail not '. but of this writ with your doings thereon malcA due service and return. Dated at Windsor Locks , Connecticut , th l 4th day o March, 1988 . P-AUL W. SMITH., Commissioner of the Superior Court EST. ' �RIiT zaatF01 . � t• PAUL W. SMITH ATTORNEY AT LAW 36 MAIN STREET P 0 BOX 338 WINDSOR LOCKS.CT 06096 •TELEPHONE (203) 627.0513 JURIS No. 102195 RETURN DATE : March 29 , 1988 SUPERIOR COURT LUDWICK SZELUGA JUDICIAL DISTRICT OF MARION SZELUGA HARTFORD/NEW BRITAIN VS : AT HARTFORD SOUTH WINDSOR PLANNING AND ZONING COMMISSION et al MARCH 4 , 1988 COMPLAINT To the Superior Court for the Judicial District of Hartford/ New Britain to be held at Hartford on March 29 , 1988 , come LUDWICK SZELUGA and MARION SZELUGA, both of 96 Lawrence Road, South Windsor , CT appealing from a decision of the SOUTH WINDSOR PLANNING AND ZONING COMMISSION of the Town of South Windsor , County of Hartford and State of Connecticut , and complain and say 1. The Plaintiffs are owners of a certain piece or parcel of land known as 96 Lawrence Road, South Windsor , CT. 2 . The Defendant , Town Clerk of the Town of South Windsor is made a party to this action. 3 . On or about June 8 , 1987 , the Plaintiffs applied to the Defendant South Windsor Planning and Zoning Commission for a resi— dential subdivision of their property at 96 Lawrence Road, South Windsor, CT. 4 . On or about October 13, 1987 , the Defendant Commission aft Er due notice was given held a Public Hearing on Plaintiffs' application. 5 . On February 16 , 1988 , the Defendant Commission voted to .• PAUL W. SMITH ATTORNEY AT LAW 36 MAIN STREET • P 0 BOX 338 • WINDSOR LOCKS,CT 06096 •TELEPHONE (203) 627.0513 •JURIS No. 102195 _2_ deny the application for a subdivision. On February 20 , 1988 , the Notice of said Denial was published in the Journal Inquirer, a local newspaper. 6 . The Plaintiffs were and are aggrieved by such denial and action of the Defendant Commission in that they are the applicants and owners of the property which was the subject of the application. 7 . In denying the application, the Defendant Commission, acted illegally, arbitrarily, in abuse of its discretion and contrary to its statutory and regulatory duties , in that: (a) The application met all the requirements under the South Windsor Subdivision Regulations . (b) There was no evidence presented to Defendant Commission concerning problems with drainage and groundwater conditions . (c) The Commission accepted evidence subsequent to the public hearing opposed to the Application. (d) Members of the Defendant Commission who acted on the Application were not qualified to act on said Application. (e) The Defendant Commission failed to properly consider the evidence before it in denying said Applicant. (f) The decision Defendant Commission was based on an erroneous application of the evidence and the law. (g) The Defendant Commission should have automatically approved said application as the time limits under the South Windsor Subdivision Regulations had expired. PAUL W. SMITH ATTORNEY AT LAW 36 MAIN STREET • P 0 BOX 338 •WINDSOR LOCKS. CT 06096 •TELEPHONE 12031 627-0513 •JURIS No. 102195 -3- WHEREFORE , the Plaintiffs appeal from the denial of the application and prays that the Court sustain their appeal and overrule and reverse the above-described actions of the South Windsor Planning and Zoning Commission, and for such other relief as is proper. PLAINTIFFS LUDWICK SZF ;UGA AND MAR ON SZELUGA By -' Paul W. Sire th Their Attorney I hereby enter my appeara for the Plaintiffs - the above ac ion. PVL W. SMITH, Attorney at Law 36 Main Street P.O. Box 338 Windsor Locks , CT 06096 Tel (203) 627-0513 v� RVON C!Lkt4j.103E?U $'RIFF WVFOR�COV PAUL W. SMITH ATTORNEY AT LAW 36 MAIN STREET P 0 BOX 338 WINDSOR LOCKS. CT 06096 •TELEPHONE (203) 627.0513 •JURIS No. 102195 y r Tlo O-P Saum ?d&U140t e � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 f�°soR•co AREA CODE 203/644-2511 September 28, 1988 Ludwig & Marion Sze1 uga 96 Lawrence Road South Windsor, CT 06074 Re: Application #472- Spinners Estates Dear Sir: At the September 26, 1988 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a one year extension of Application #472 with all original conditions. The application becomes effective September 29, 1988 and expires September 29, 1989. V truly yours, ohn M. Moran, Jr. , Chairm Inland Wetlands Agency/ Conservation Commission imir. /pmm cc:John E. McCahill, Zoning/Wetlands Enforcement Officer Marcia A. Banach, Director of Planning Michael Gantick, Director of Public Works John R. Collins, Chief Building Official Raymond Hallowell, Chairman, PZC t- T-a o-P Saum ?d&&41at e � ��• 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ~psoR.CO � AREA CODE 203/644-2511 March 29, 1989 Mr. Ralph Alexander, Esquire 303 Burnside Avenue East Hartford, CT 06108 RE: Spinners Estates Subdivision Bonding Dear Ralph: The Planning and Zoning Commission, in establishing a subdivision bond for the Spinners Estates Subdivision, has expressed concern that the Town will not be able to enforce grading provisions to ensure that drainage from uphill lots will not affect downhill lots . Lots that are sold by the subdivider to individuals (or companies) who subsequently build the homes, are of particular concern. The approved subdivision plan shows house placement and grading for each lot. It is Town Staff 's intention that the subdivider, from whom the bond is obtained, will be responsible for all improvements shown on the subdivision plan, including grading on individual lots which is critical to controlling lot-to-lot drainage. The Planning & Zoning Commission has requested your opinion regarding our ability to hold the subdivider responsible for this problem drainage area. If there are other procedures we should be implementing, please advise as soon as possible. Thank you for your assistance. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm t0,0 y r � V/ � eJ��/ • 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 September 22, 1989 Ludwick Szeluga 96 Lawrence Road South Windsor, CT 06074 Dear Mr. Szeluga: Re: Application #87-472 - Spinners Estates At the September 18, 1989 meeting, the South Windsor Inland Wetlands Ag ncy/Conservation Commission approved a one year extension of Application #87-472 with all original conditions. In addition to the original conditions you are also required to contact John McCahill, Zoning/Wetlands Enforcement Officer (644-2511, x229) immediately upon approval notification. This is to re-confirm th contact person for the site and establish a site visit with that person to verify all erosion and sedimentation control measures are in place according to the plan. Application #87-472 becomes effective September 22, 1989 and expires on September 22, 1990. Very truly yours, 2eis Lombardi, Acting C airman Inland Wetlands Agency/ Conservation Commission JL/pmm cc:John E. McCahill, Zoning/Wetlands Enforcement Officer Marcia A. Banach, Director of Planning John R. Collins, Chief Building Official Raymond Hallowell, Chairman, PZC Jerry Iazzetta, Town Engineer Enclosure � wM at G T-o a-Ps W),;*� 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 it-co � AREA CODE 203/644-2511 November 20, 1989 Mr. Ludwig Szeluga 96 Lawrence Road South Windsor, CT 06074 Dear Mr. Szeluga: Re: Spinners Estates Subdivision Please be advised that the South Windsor Planning and Engineering departments are unable to approve the requested changes to the detention basin because of the reduction in buildable area on Lot 14 . If you desire to pursue approval for the proposed detention basin configuration, the Planning and Zoning Commission is the agency with responsibility for the decision. Please contact me if I can be of further assistance. Very truly yours, 1 Marcia A. Banach Director of Planning MAB/pmm cc: Jerry C. Iazzetta, Town Engineer •