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HomeMy WebLinkAboutSeptic New 59 John Fitch Boulevard a' � a•- vs - ga r `;' R'�r:$ � "� Jy �ad. ,•an _,c, `- �en� ''a� s :fir .� � �h "��� �.. ":::a��`"�.� 5g�(.khS 77, �ln .. ` z� epartnnent of Pollution Control ' t � 7 D Y - _ SOUTH WINDSOI, CONNECTICUT a� DRAIN LAYER'S PERMIT 4 Application for Permit to:`Install or'.Repair^Individual Sewage Disposal System ' 20. �Oaner �ufNo. ^1 R Fee Paid $. By —Permit .. ' .�.. .= Date Z5,.llo :r l s ; � Pursuant to written application, .permission is.hereby granted to the Licensed Drain Layer .named herena for repairs : or-c:onstruction� � of.Yan individual sewage disposal .system concerning ,which the fallo�v�ng ` + 7�9f l�Jti InfOlmatiOII LS S11bIIlltted� r -" a e� ernsiar xa tkrr Y 3I uvrl m -�rtaxr 1 -i' laa srt ter ` I Owner f Property et<e htlxfi3.' o +'�.. Address of Owner 59.:uS 1L '� Cb :xle xx3 r, k e + 2 =Location of Property Wtr... �dt:; kllexi . Itxlki Srpe & l �te �t Lot No Y 3. Type of Structure G9 a - "1}ra � �t Commercial Building, - - :A -•'(Dwelling, ial ding, Store, etc.) , "NumberOccupy ... .� a.ab ; ..._ .._t�......:`t .. ..... 1 - . �j3 4 s. of Families or Persons to Occu Premises .•.•;..•.. .-..-•••• : • ••�• r' 5 Number of Bedrooms 4* le'i 4,,,, ' 6. :Average Daily Flow Manufacturer and ? ' Liquid Capacity of Septic Tank 1..:2 4:..8 „19A.0....... Material of Septic Tank ....... .. . Sand fine, clean S. Soil Conditions: Type of Soil ........ ........ ......... ................ w, ....... yp (Sand, Gravel, Clay, etc.) Maximum ground water table ... ....Gr. 9.ter....fihar ::zti ae.. rG?.....f 91 If not served by public water supply Distance from Owner's well From adjacent wells ...... ....... f 10. Distance to nearest water course;drainage ditch, storm drain or embankment .....4Q...f,.e-t M ,..4.1.. .......... 11. Percolation Tests: Time for r drop in soil test `�P.. minuts................_................_..................:......_.:....._..._....... .. ...... Classificationof soil ........................................ ............................................................................................. _...........................,..... Minimum square feet of effective seepage area-required ...................5?C...................................._..............._................._....._....................I............ 13. Leaching System: Number of trenches .............................................:., Length .................................................. Width ..............,._............................. ... Total ................................................ Other ..............................---................................................................................. .................................,................. 14. PIot Plan Attached. 15. Layout Approved. ... ... . Sl� Layer) — -Dr?i Installation Completed, Inspected and Approved in accordance with'State Public Health Code and Local Ordinances .............................. ......... ............... : ....... ........ 19.................. By .....: ............................................_ ......... .... ............... ....... . ,...a.,.. _. Pollution Problem abated Date ............................. ............................. ..... ........................................ . .. ... ....... Inspector ' ........... 0) '94 Jr e! CD 0— cu 10:7 CD w -pit cn (n Vj IS cm I SUBURBAN SANITATION SERVICE, INC. 18 Colonial Road-P.O.Box 307--Canton, Connecticut 06D19 Phone(860)673-3078-Fax(86D)693-1326 www.subsansemcom Searing The Farmington Valley, Hartrord,Middlesex and New London counties. Fwc To: C(� S � O(�j P t.�} G� From: Fax: _ t r Pages �� dd Phone: Dateea t -" d Re; cc: O Urgent ❑For Review 0 Please Comment El Please Reply O Please Recycle •Comments: t a,.• T 'd "LT-L92-09B SSS WHTE : TT 6002 TO REW HONEY WAGON SEPTIC TANK SERVICE MANCHESTER, CONNECTICUT 06040 - PHONE 649.2330 � F,•ate t, r.►� ���..-�r� �.� sa-,�.. 13 rr ► itr re S !` yall�,•� HONEY WAGON SEPTIC TANK SERVICE MANCHESTER, CONNECTICUT 06040 . PHONE 649.2330 13 3 aI s �,,,�,eJ►1 guar.Clu� d Ll 11-3�'du ,3 I a . -i o L:j TOWN OF SOUTH WINDSOR HEALTH DEPARTMENT Application for permit to install a new/repair subsurface sewage disposal system. To the Health Department, Town of South Windsor. Fee Paid Date �DU,� ,:,00 Permit Number As a subsurface sewage disposal system installer licensed in the State of Connecticut, I Name, Address, Telephone Number, License Number hereby apply for a permit to construct/repair a subsurface sewage disposal system located at �L., F�`- cl.. (�i„ and owned by Pc-4r-r Street, Address, Lot Number Name P© Ozl t9Sr -7-B33� Address Information,.to be supplied by Applicant: Type of dwelling 4C0l,% hr Ci^ L . If non-residential, estimated daily flow .ga-r Residential,Commercial,Etc. Number of bedrooms Size of lot Number of fixtures above basement Tubs,Sinks,Toilets,Etc. Number of fixtures in basement, if any , Pumped or gravity flow, Type of water supply 070 C' If private,type of well Public-Private Information to be supplied by Health Department: j Ca vrc s.Soil type at various levels Wo ~-_/ _- Percolation rate Square feet of effective leaching area required 30c> �+ Size of septic tank lafo Type of system QQ11 Afx�f Trenches,Drywells,Etc. Number of dry wells, trenches, etc. ag-tlr,t'4 r. Distance between individual leaching units. Distance from well on same property on adjoining property Curtain drain required Yes,No Height of system above ground water maximum ground water , ledge impervious soil layer If automatic closing is required,description 1 A PLOT PLAN INDICATING LOCATION OF PROPOSED STRUCTURE, WATER SUPPLY, SEPTIC SYSTEM, EM- BANKMENTS, WATERCOURSES, PROPERTY LINES AND ALSO INDICATING EXISTING AND PROPOSED FINISHED GRADES MUST BE SUBMITTED BEFORE THIS PERMIT CAN BE ISSUED. THIS PERMIT IS NOT TRANSFERRABLE FROM PERSON TO PERSON OR FROM PLACE TO PLACE. NO PART OF THE SYSTEM SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE SANITARIAN. SPECIFICATION AND REQUIREMENTS AS STATED IN THIS PERMIT MUST BE MET AND ANY CHANGES MUST BE APPROVED BY THE TOWN SANITARIAN BEFORE FINAL APPROVAL WILL BE GIVEN. THIS PERMIT SHALL NOT BE CONSTRUED AS PERMISSION TO CREATE A NUISANCE CONDITION NOR IS THIS SYSTEM GUARANTEED BY THE HEALTH DEPARTMENT. Permit Received by Dated 7 c-"cf' igna a of A licant&License Number For Office Use Only Permit issued by Date System installed by Final Inspection Approval — b —�`��� Date F. STATE OF CONNECTICUT DEPARTMENT OF HEALTH SERVICES BUREAU OF HEALTH PROMOTION 8t DISEASE PREVENTION January 13, 1983 Mr. Robert Deptula, R.S. -South Windsor Health Dept. Town Hall, 1540 Sullivan Ave. South Windsor, Connecticut 06074 Re: Approval of Plans for Subsurface Sewage Disposal System for Health and Fitness Center on the Property of Peter Churilo, Route 5 Dear Mr. Deptula: We have reviewed revised plans for the subsurface sewage disposal system for a proposed Health and Fitness Center on the property of Peter Churilo, Route 5, South Windsor. The plans were prepared by Fuss & O'Neill, Consulting Engineers, and were submitted to this office for approval pursuant to Section 19-13-B103d(c) . The plans bear a revision date of January, 1983. These plans were found to be satisfactory and in accordance with the requirements of the Public Health Code. They are hereby APPROVED by this office. It is also recommended that the plans be approved by the Director of Health of South Windsor. If you have any questions, or if you feel that there should be some changes, please contact us. Very truly yours, Theodore C. Willerford Y Principal Sanitary Engineer On-Site Sewage Disposal Section TCW/ch cc: Gerald Schwartz, M.D. , South Windsor Director of Health Mr. Cyr, Fuss & O'Neill, 210 Main St. , Manchester 8ee Phone. 566-2195 79 Elm Street • Hartford, Connecticut 06115 An Equal Opportunity Employer C � STATE OF CONNECTICUT DEPARTMENT OF HEALTH SERVICES BUREAU OF HEALTH PROMOTION do DISEASE PREVENTION December 28, 1982 Mr. Robert Deptula, R.S. South Windsor Health Department Town Hall South`Windsor, Connect' cut 06074 Dear Mr. Deptula: - We have reviewed plans for the subsurface sewage disposal system for a proposed Active Woman Health & Fitness Center on the property of Peter Churilo, Route 5, South Windsor. The plans were prepared by Fuss & O'Neill, Consulting Engineers, and were submitted to this office pursuant to Section 19-13-B103d of the Public Health Code. The site appears to be well suited for subsurface sewage disposal purposes, and the plans are generally satisfactory. However, we do have certain comments and recommendations for modifications to further assure a satisfactory system. 1. It is recommended that the septic tank be moved back closer to the building served. It should be located between the reserve area and the building, and should be raised in elevation as much as possible. If the tank were located 15 feet from the building, as allowed by the Code, the tank could be raised about 1 foot in elevation, while still maintaing a one percent slope from the building to the tank. A flatter sewer grade could be used between the tank and the leaching system, since all of the settable solids would be removed in the septic tank, eliminating the possibility of settlement in the sewer pipe. 2. If the septic tank were relocated as described above, it would be possible to raise the elevations of the galleries. This would be desirable, since they are proposed to be installed quite deep. It should also be noted that the slope of the sewer from the distribution box to the individual galleries could also be quite flat, so that the galleries could be kept at approximately the same elevation. 3. The proposed leaching system appears to be rather large for the anticipated use. I do not feel that it would be necessary to connect the ends of the galleries with additional gallery units. I would recommend instead that five, fifty-six foot long galleries, each containing fourteen units, be used. The ends of the galleries could be connected by a solid sewer pipe. Such an arrangement would simplify construction and provide ample leaching area. 8aa �66-2195 Phone: 79 Elm Street • Hartford, Connecticut 06115 An Halal (lnnnrtimity Fmnlnver Robert Deptula, R.S. December 28, 1982 4. The plans do not indicate the source of water supply, but it is understood that public water supply mains are available, and it is assumed that they will be used. If this is the case, we have no particular concern about the relatively rapid percolation rate which was obtained on the site, and no special consideration need be given to this in the design. If you are in agreement with the above, it is recommended that the plans be modified and resubmitted. If you have any questions or if we may be of any assistance, please feel free to contact us. Very truly yours, G t- Theodore C. Willerford Principal Sanitary Engineer On-Site Sewage Disposal Section TCW/ch cc: Fuss & O'Neill, 210 Main Street, Manchester Q�Q From the desk of.• To: 04,ej L2 tn� Compliments of THE WAVER LY PRINTING COMPANY BROWNSTONE INDUSTRIAL PARK • PORTLAND,CONN.06480 Telephone:Area Code 203—Middletown 342-3100—Hartford 246-8610 1 , - O FUSS&O'NEILL consulting engineers January 21, 1983 Mr. Bob Deptula Town Sanitarian South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 RE: Modifications to Existing Septic System 79 John Fitch Boulevard Dear Bob: As I indicated to you in our conversation on January 18, 1983, the following considerations lead to the design of a connector line to the existing septic system. The Brave Bull building will be split to reduce the size of the Brave Bull Cafe to a seating capacity of 130 persons (from 430) . The area subtracted from the cafe will be divided into at most three retail store areas with approximately 3 employees per store at a design rate of 20 gpd/capita. Each store will have separate sanitary facilities with a design loading of 180 gpd total for all new facilities. The facilities will not generally be available for public use. As shown on the plans provided to you, the three bathrooms will be connected by interior plumbing. One 4 inch cast iron pipe will exit the back of the building and connect into an existing 4 inch C. I.P. pipe discharging to a 1250 gallon septic tank. Based on information contained within your files and conversations with the property owner, Mr. Peter Churilo, this system is adequate to handle the proposed additional flow. Since the seating capacity of the Brave Bull is being reduced by some 300 persons and an average of nine persons will be added to the system, the two existing leaching fields should adequately handle this flow. 210 MAIN STREET / MANCHESTER, CONN. 06040 / TELEPHONE (203)646-2469 SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING HIGHWAYS and BRIDGES•SURVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC•PUBLIC WORKS MANAGEMENT•HYDROGEOLOGY FUSSgaNEILL Mr. Robert Deptula Page 2 January 21, 1983 In a related job, the proposed septic system for 59 John Fitch Boulevard, also owned by Peter Churilo, has been modified to have heavy duty (H-20 loading) galleries in the fields instead of standard duty (H-10 loading) galleries. This is in the event that this area becomes paved in the future. You indicated this would cause no problems and would not require additional changes to the system. If you have any questions or comments, please feel free to call . Very truly yours, Kathleen A. yr KAC/jb Enclosure U�IIIIIIt D� �n�#� titd��nx Department of Pollution Control SOUTH WINDSOR, CONNECTICUT DRAIN LAYER'S PERMIT Application for Permit to Install or Repair Individual Sewage Disposal System Fee Paid $...................... Permit No :.:.: By ..:.:.... ......... ...... .................... Date Pursuant to written application, permission is hereby granted to the Licensed Drain Layer named herein for repair ......... or construction ..:.'.... of an individual sewage disposal system concerning which the following information is submitted: 1. Owner of Property .:................................................ Address of Owner :::::.... ::.:......... 2. Location of Property ' Lot No. ..7 3. Type of Structure .................. s.:. ......... :.:.i........'. ........: . .................................................................................................................................................. (Dwelling, Commercial Building, Store, etc.) 4. Number of Families or Persons to Occupy Premises .............' :;::: ?.:::::..................................................................................................................... 5. Number of Bedrooms ................................................ 6. Average Daily Flow .........::..;......r.:. ! Manufacturer and 7. Liquid Capacity of Septic Tank ..:..:....:... ...... . Material of Septic Tank'`..:.. ::.... 8. Soil Conditions: Type of Soil . '"' ................................................................................................................................... (Sand, Gravel, Clay, etc.) Maximum ground water table ...........:.:::: ............ �.:,...... ::.,.:... 9. If not served by public water supply: Distance from Owner's well .......:................................................................ Fromadjacent wells ............................:................................................................ 10. Distance to nearest water course, drainage ditch, storm drain or embankment ......';.:.-....:::.:::...............:.:.i....:::. ::.:........................... 11. Percolation Tests: Time for 1" drop in soil test .......... :::......:. ................. .. ........................................................................................................................................... Classificationof soil .................................................................................................................................................................................................... 12. Minimum square feet of effective seepage area. required .....................:,0:.:. .. ..................................................................................................................... 13. Leaching System: Number of trenches ................................................ Length ................................................... Width ................................................... Total ................................................ Other ......................................................................................................................................................................... 14. Plot Plan Attached. ..........:.:.::::r........................................... 15. Layout Approved. .................................................................... 16. This permit expires , Signature .... ..... .....:......:..................................: (Licensed Drain Layer) Installation Completed, Inspected and Approved in accordance with State Public Health Code and Local Ordinances .......................................................................................................................I............ 19.................. By ......................................................................................................................................... PollutionProblem abated Date ................................:............................................. ............................................................................................................................ Inspector Department of Pollution Control SOUTH WINDSOR, CONNECTICUT DRAIN LAYER'S PERMIT Application for Permit to Install or Repair Individual Sewage Disposal System I i Fee Paid (.-j.e-'*.......... By ....... . ........................................... Permit No. ............................................................ ; Date ........................................................................... Pursuant to written application, permission is hereby granted to the Licensed Drain Layer named herein for repair or construction of an individual sewage disposal system concerning which the following information is submitted: 1. Owner of Property ............. Address of Owner........................... ........ .!2 L�! ........... ............... 2. Location of Property ............ ............ ................................................................... Lot No. .............................. 3. Type of Structure .............. .........................................................................................................................................................................I.................... (Dwelling, Commercial Building, Store, etc.) 4. Number of Families or Persons to Occupy Premises ................. ..........6.d.R..4..................................................I........................................... 5. Number of Bedrooms ............................... 6. Average Daily Flow !.Z-5 r?. Manufacturer and Liquid Capacity of Septic Tank ...........I 5A2....................... Material of Septic Tank 1'� 7. ) T-A-)0-...� ' -In.........1. .................... ......... ................... V 8. Soil Conditions: Type of Soil ............SAA2-10...............E(A..f.�.........( tf M.��.............................................................................................................................. (Sand, Gravel, Clay, etc.),, Maximum ground water table .......... ............. .............. ................................................................ 9. If not served by public water supply: Distance from Owner's well .................................................................... Fromadjacent wells ............................................................................................. 10. Distance to nearest water course, drainage ditch, storm drain or embankment 4C?. ......................................... 11. Percolation Tests: Time for 1" drop in soil test .............I . ............................................................................................................................ Classificationof soil ........... ........................................................................................................................................... 12. Minimum square feet of effective seepage area required ...............:65W...............�-i/ ............................................................................ 13. Leaching System: Number of trenches .......................!4................... Length ...................5-C........................ Width ................................................... Total .............. ............. Other ......................................................................................................................................................................... 14. Plot Plan Attached. .........................I................................... 15. Layout Approved. .................................................................... 16. This permit expires ................................................................................................................... Signature .................................................................................................................................................................................. (Licensed Drain Layer) Installation Completed, Inspected and Approved in accordance with State Public Health Code and Local Ordinances ...................................................................................................I..............I................. 19.................. By ............................................................................................................................................... PollutionProblem abated Date ................................i............I......................I......... .............................................................................................................. Inspector l SSW N SF4C 1540 SULLIVAN AVENUE.• SOUTH WINDSOR, CONN. 06074 jlOgpR,CpC�� AREA CODE 203/644-2511 i February 5, 1976 Mr. Peter Churilo 89 South Whitney Street Hartford, Connecticut Dear Mr. Churilo: This is to notify you that the Planning and Zoning Commission voted to approve your application for a site plan of development, known as the "Brave Bull Cafe", on property located on John Fitch Boulevard, subject to the following conditions: 1. The Parking Agreement between Kinreal Corporation and Peter Churilo, dated February 2, 1976, shall stipulate as to renewability and clarify the terms and conditions relating to when this Parking Agreement may be cancelled. This Parking Agreement, dated February 2, 1976, shall be reviewed by the Town Attorney of the Town of South Windsor as to its compliance with the Zoning Regulations of the Town of South Windsor and shall be recorded on the Land Records of the Town of South Windsor. 2. The westerly portion beyond the existing rear parking lot of Kinney Shoes shall be extended in accordance with the Parking Agreement, dated February 2, 1976, between Kinreal Corporation and Peter Churilo. The site plan shall show the new parking with penetration asphalt surface and adequate drainage. 3. Minimum parking requirements shall be 159 spaces to comply with Section 8.4 of the Zoning Regulations of the Town of South Windsor, which states, "one parking space for each 50 square feet of gross floor area." The parking spaces shall be numbered and clearly indicated on the plans. 4. Any future change in parking plans that alter the requirements set forth in this approval, and as shown on the map, shall be subject to site plan review by the Planning and Zoning Commission. 5. All existing lighting in all parking areas shall be shown on the map. Lighting in the new rear parking lot behind Kinney Shoes shall be installed in accordance with Section 8.7 of the Zoning Regulations. All lighting shall be subject to approval by the Planning and Zoning Commission. 6. ' The southerly most driveway shall be closed to traffic, as shown on the map. Mr. Peter Churilo -2- February 5, 1976 7. Signs shall be erected at both driveways indicating "right turn only" onto John Fitch Boulevard. These signs shall be clearly indicated on the map and shall be installed consistent with the "Manual on Uniform Traffic Control Devices." 8. The State of Connecticut Department of Transportation shall be petitioned to provide additional traffic control signs, as follows: a) A "no left turn" sign onto Ellington Road from the west lane of John Fitch Boulevard in.the vicinity of the southerly driveway. b) A "no right turn" sign on the westerly lane of John Fitch Boulevard exiting from Ellington Road. c) A "no U turn" sign from the west lane of John Fitch Boulevard to the east lane of John Fitch Boulevard in the vicinity of the southerly driveway. The Planning and Zoning Commission shall receive a dated copy of this petition to the State of Connecticut Department of Transportation. You shall advise the Planning and Zoning Commission in writing of the State's decision within 90 days from the date of approval of this site plan. 1 9. The Town of South Windsor Chief of Police shall review this site for traffic control, and his recommendations shall be complied with. 10. Occupancy of the "Brave Bull Cafe" shall not exceed 300, which is the limitation posted by the Fire Marshal of the Town of South Windsor. The Fire Marshal shall review this site, and any other recommendations made by him shall be complied with. 11. The existing landscape features between the Kinney Shoe property line and the Ten Pin Bowling Alley property line shall be indicated on the map. The existing features shall be reviewed, possibly modified and approved by the Planning and Zoning Commission to be certain that traffic flow is controlled between the two property lines. The adjacent Ten Pin Bowling Alley property, including placement of the ..building, for approximately 120 feet to the north shall be shown on the map. 12. Buffering shall extend from the southerly property line of the Brave Bull Cafe to the northerly property line of the existing building known as Kinney Shoes. The buffering shall be in accordance with Section 4.5 of the Zoning Regulations of the Town of South Windsor and shall be completely installed by May 15, 1976. The buffering plan and the installation shall be subject to the approval of the Planning and Zoning Commission. 13. The advertising sign on this site shall conform to Section 4.4.7 of the Zoning Regulations of the Town of South Windsor. The Planning and Zoning Commission shall be advised of the disposition of the existing advertising sign on the site. Ntr. Peter Churilo -3- February 5, 1976 14. There shall be no parking of any vehicles along John Fitch Boulevard. The "Brave Bull Cafe" shall be responsible for controlling all traffic exiting from the site, and a guard shall be posted to enforce this requirement at least one-half hour prior to closing and until all patrons have left the site, or any other time that it is deemed necessary by Town Officials. 15. The sanitary disposal system shall be approved by -the Pollution Control Department of the Town of South Windsor. 16. A drainage assessment fee,'payable to the Town of South Windsor by Certified Check, in the amount of $350.00 shall be submitted. 17. A surety bond in the amount of $2,500. shall be submitted to insure completion of buffering, paving and lighting of the parking area, land- scaping and other site improvements as shown on the plans. 18. A black and transparent map, printed on polyester film, and three paper prints of the site plan shall be submitted. This letter of approval from the Planning and Zoning Commission shall be reproduced on the map as part of the final plans. 19. No Certificate's of Occupancy shall be issued until all of the above requirements and/or approvals have been fulfilled, and the plans have been stamped and signed by the Planning and Zoning Commission and filed, at your expense, in the Office of the Town Clerk of the Town of South Windsor. Very truly yours, PLANNING AND ZONING COMMISSION By William E. Grace, Chairman WEG/src cc: D. McLaughlin, Building Department B. McNamara, Assessor's Office T. G. Dennis, Town Attorney William Lanning, Fire Marshal John J. 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