The URL can be used to link to this page

Home My WebLink AboutWapping Com ChurSite Plan - Conservation TOWN Of SOUTH WINDSOR INLANO WI TLANDS MO WATU COUAa43MAR APPMATION South Windsor THIS APPLICATION, ONa INf'0l %4MWq1 LETS INLAND WETLANW. AaNCY ACTIVN _ (SEE BACK OF -THIS FORM). '03 � AT R Y St�EDULED MEETING OF THE AGENCY AT =� APPLICATION NO. 'TOWN R".. RECEIVED OAS._._ THIS APPLICATION MUST BE FILED IN CA A" THE Ot�'FICS OF THS TOW CLERK OF R i PU§UC HEARING OATS 12 NOON AT YS 16 DA PRIOR TO THE FIRST (It n Y) RE=,kR WWMr ► DATE. THREE` SETS OF K COMPLETED APPuCATION OR PLANS MUST BE SUBiMITTED TO THE TOWN ENGINEEi PIRMIT- GRANTED OATS rMEETING . 14 DAYS PRIOR TO- THE- FIRST-_RZGUL ARPGAMIT DENIED OATS GATE. PLEASE PRIMP OR TYPE. 1. APPLICANT Win i n C o mt i n i t y C h u ghi TV,, NC. AOOA,= 1790 Ellington Road CITY 3 STATE Smith' GTinricn rr 2 O% NEVI Same TIL. NO. AOOAES3 - CITY A STATE 3. LOCATION OF PROPIRrf 1790 Ellington Road, NAME! OF AOJACXNT P110PSATY OWNEi13 To _North: Town of South Windsor To East Frank and Cheryl Caval.iere .,(across Route 74) To South: Robert J . Smith , Jr . ; Society for Savings To West : Shirley V . Waynei-, (across Community Road)- See key map for additional properties $TAT% CLAARLY AMC MOLY (No wetlands on site) S. PURPOSES ANO OESC, IFITION OF TWE PROP03ED ACTIVITY,ANC THE TIMIK GLIMENT INVOLVED:. Conservation plan .'for. proposed addition and parking niR hprlP to a watercourse (plum' Culley Brook) across Ellington Rnarl Construction to begin August 1988 . ATTVITIONt TWE APPUCAMIT UNCOWANCS TWAT T1413 APPLICATION 13 TO 134 CONSIOERED CEO N Y wmm Ate, , INFORMATION AOOCUMENTS Ragul ap 13Y THE A4INCY.WAVE SEEN $UGMITT1>iD. APP"O VAL AAAY ALAa NEC ►AY FRCAA THE PV►NNING AMC ZONING COM- M133ION. AN APPLICATION FEE IS REQUIM. CONSULT ONS (SECTIONS 6.9, 6.9a and 6.9b) . A SIGN IS MUIM. CONSULT 0 (SECTION 6.3a) . sIaNED: (Aagocam) Earle A. Smi t , Jr . Chairman ,..Building Committee (Cwn*r) Selena L . Blackwell . { : ,. �. t 041 8f1 F 7own o-P SotdA ?&7� a w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 f�dsoR-C AREA CODE 203/644-2511 March 17, 1988 Mr. John M. Moran, Jr. , Chairman South Windsor Inland Wetlands Agency/Conservation Commission 1540 Sullivan Avenue South Windsor, CT 06074 RE: WAPPING COMMUNITY CHURCH, APPLICATION REVIEW Dear Mr. Moran: The soils within the proposed construction area are of the Manchester Classification, a non wetland soils, as shown. The proposal is for a 1511 storm water discharge intc Plum Gulley Brook. This would be the regulated activity, Section 5 .1, 5 . 2 & 5 . 3 . A simplified summary would be that they propose to erect an addition to their existing building and relocate the parking area, about 70,003 sq. ft. disturbed and then made impervious . Their proposal includes picking up the storm and foundation drainage and discharging it into the Plum Gulley Watershed and floodplain without detention. The natural direction of flow would be towards the five corners and down an inadequate system in Ellington Road to the Podunk Watershed. If a permit were to be considered, the following conditions might be appropriate. 1 . All the rights and/or permits from NIP Cavaliere. 2 . An approval from the appropriate agencies to permit the discharge from another watershed. 3 . Modifications to the plans to include a barrier at Ellington Road to prohibit traffic on the driveway until it is paved. Riprap through and across the Plum Gulley Brook in the area of discharge and Item 3 in the construction schedule and E&S notes 'as soon as possible' is too vague. Mr. John M. Moran, Jr. , Chairman South Windsor Inland Wetlands Agency/Conservation Commission RE: Wapping Community Church Application Review Page 2. 4. The anti tracking apron shall be as shown. 5 . A $3,000 bond might be adequate to assure compliance with the plans . Very truly yours, 10) A. Bowen Davies Deputy Town Engineer. ABD/jsv Enclosure cc: Wapping Community Church Michael J. Gantick, Director of Public Works Marcia A. Banach, Director of Planning IWA/CC File F<T Rpq GjQj r R A ZO ZONE C ZONE A5 Dirt Rod 118 JIB PO O RM59 P 0 0 ZONE B Rp :} -9Q Footbridge ZONE B N 106 ZONE B ^ Footbridge o ZONE B 110� ZONE A3 ZONE B ZONE B 10 100 YEAR FLOOD ZONE B CONTAINED IN RM33 ZON ,ZONE B RM34 CULVERT E B x ENUE 194 _a 30 tow" •�� e � Town. ate S-oads Vzqd4ot a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•co�'� AREA CODE 203/644-2511 April 26, 1988 Wapping Community Church 1790 Ellington Road South Windsor, CT 06074 Gentlemen: At the April .25, 1988 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved with conditions Application #88016W. The following conditions must be adhered to for this permit to be valid: 1. Consult with the State as to the viability of making the crossing of Ellington Road to Plum Gulley further (north at the Town Hall entrance) where there currently is a crossing. 2 Plans must show a cross section of sewer pipe located on Ellington Road. 3. - A more detailed description of the installation of the outlet structure and plunge pool. Also show how the brook will be protected and stabilized on the easterly bank. , 4 . Modifications to the plans to, include a barrier at Ellington Road to prohibit traffic on the driveway until it is paved. Item 3 in the construction schedule and E&S measures notes "as soon as possible" should be defined.. 5 . All the rights and/or permits from N/F Cavaliere. 6 . Approval from the appropriate agencies to permit the discharge from another watershed. 7 . The anti tracking apron shall be as shown with the railroad ties rremoved. Wapping Community Church 1790 Ellington Road South Windsor, CT 06074 Page Two 8. We recommend a bond in the amount of $3000.00 to be submitted to Planning & Zoning Commission to ensure compliance with Erosion and Sedimentation Control measures. 9. Three (3) . blueprint copies of the approved map with all modifications must be submitted to the IWA/CC- within 65 days for review. 10. Construction activities shall be subject to the approval of the Town Engineer. 11 . The application shall indemnify and hold harmless the Town of South Windsor .against any liability which might result from the proposed operation or use. 12. The permit is valid for one year and shall expire April 25, 1989 . Very truly yours, ' John M. Mor , Jr. , Chairman w/ Inland Wetlands Agency/ Conservation Commission JMMJr. /pmm cc: A.B. Davies, Deputy Town Engineer Raymond Hallowell, Chairman, Planning & Zoning Comm. Building Department Marcia Banach, Director of Planning 014N 8f 4O-P saa& `� - � o G U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 �SOR•CON June 2, 1988 Wapping Community Church 1790 Ellington Road South Windsor, CT 06074 re: Application #88016W Gentlemen: It has been noted that Modification #1 as listed in our April 26, 1988 approval letter for the above-referenced application is incorrect. Modification #1 of said letter is hereby corrected to read, "Consult with the State as to the viability of discharging to Plum Gulley further (north at the Town Hall entrance) where there currently is a crossing. " We regret any inconvenience this may cause, and appreciate your cooperation in making the necessary revisions . Very truly yours, yours, ohn M. Moran, Jr. , Chairman Inland Wetlands Agency/ Conservation Commission JMMJr./pmm cc: A.B.Davies, Deputy Town Engineer Raymond Hallowell, Chairman, P&Z John R. Collins, Chief Building Official Marcia A. Banach, Director of Planning Michael Gantick, Director of Public Works �SpNM 8E� C N S 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 e•CO AREA CODE 203/644-2511 June 8, 1988 Wapping Community Church 1790 Ellington Road South Windsor, CT 06074 Attn: Mr. Earle H. Smith, Jr. Chairman, Building Committee re: Appl. #88-16P - Same - Addition Site Plan Gentlemen: We are pleased to inform you that the Planning and Zoning Commission voted at its June 7, 1988 meeting to approve the captioned application for a Site Plan of Development in accordance with Drawings No. 1 through 7 of 7 prepared by Fuss & O'Neill revised through 6-1-88, Project No. 87-65, and with the following modifications : 1 • Prior to commencement of any site work, a meeting must be held with Town Staff. 2 • No building permits will be issued until the final mylars Y have been filed in the Toim Clerk's Office. 3 • This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 4 • An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations . 5 • A landscape bond in the amount of $5000 is required and must be submitted prior to filing of mylars . 6 • All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. Wapping Community Church 2 June 8, 1988 7 . Slope rights to be shown on the plot plan when obtained. 8 . Concrete stairs to the existing offices should not encroach on the building line. 9 . Drainage is subject to approval of the Town Engineer. 10 . Speed bump is to be installed across parking areas at walkways to discourage through traffic. 11. Additional plantings must be added to the north property boundary abutting Town property as appropriate and as approved by the Town. Black and white transparent mylars of Sheets #1 and 2 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be. reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION t�ond F. Hallowell, Jr. Chairman cc: M. Gantick, Director of Public Works F. Shaw, Supt. of Pollution Control J. Collins, Chief Building Official E. Belleville, Assessor W. Lanning, Fire Marshal M. Banach, Planning Director Inland Wetlands Agency/Conservation Commission Registrar of Voters Architect/Engineer Applicant PZC File O FUSS&O'NEILL consulting engineers u June 21, 1988 - John M. Moran, Jr. Chairman Inland Wetlands Agency Conservation Commission Town of South Windsor 1540 Sullivan Ave South Windsor, CT 06074 Dear Mr. Moran: We are submitting this letter along with our revised plans in order to clarify our response to the conditions in your letter of April 26, 1988. 1. The State will be consulted regarding the discharge to Plum Gulley Brook via the existing culvert when an encroachment permit is sought. 2. The sewer pipe in Ellington Road is shown on the profile sheet 4 of 7. 3. The impact basin is also shown on the profile and is depicted in grater detail on sheet 7 of 7. The structure will be constructed approximately ten feet from the brook with a double row of haybales to protect it from sedimentation. The rip rap outfall from the basin to the brook has been extended to the opposite easterly bank; even though the erosive forces from the church's discharge will be controlled within the impact basin itself. 4. Barrier has been noted and Item 3 has been defined as within 30 days or as directed, see sheet 6 of 7. 5. Easement has been acquired. 6. Discharge permit to be obtained as necessary. 146 HARTFORD ROAD / MANCHESTER, CONN. 06040 / TEL. (203) 646-2469, FAX. EXT. 307 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 FUSS&O'N8M John M. Moran, Jr. June 21, 1988 Page 2 7. The anti-tracking apron has been shown with ties removed, see sheet 7 of 7. 8-12. Will comply. Very truly yours, William ,li m D. O'Neill PE Betsy A. Kaemmerlen President Landscape Architect /PJ g cc: Earl Smith Marcia Banach 87-65 Corres. 0621A88BAK1 Construction Inspection Report Project P a Z N° Date Street Developers i G1 S4i• d am, / - �� Weathe - —_ Te p.r�. Contractor � - /77/ . Work in Progress .T� ` C D — —ta_1kzJ eXI/YI-4 eo Problem reas r- Special Instructions/Orders pa el, Time on Site Inspector -cam 47 a � s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 ��osoR•CO AREA CODE 203/644-2511 January 17, 1989 Mr. Chris Nelson Conyers Construction Co. Inc. 77 Tolland Turnpike Manchester, CT 06040 RE: Wauny �iurch otpton Dear Mr. Nelson: Last Wednesday, Mr. Gantick, Public Works Director, Mr. McCahill, Zoning Enforcement Officer, and myself visited your site and encountered a condition that shall probably jeopardize consideration of the Certificate of Occupancy for your site. A little over three months ago, you participated in a "Preconstruction Meeting" establishing the basic ground rules expected during construction and inspection routine, to assure compliance, quality control and allow construction to proceed in an orderly manner. I presume your payment for services rendered is probably regulated by acceptance to these standards by your client and appropriate Town Commissions . Our immediate focus was on the storm drain outfall area east of Ellington Road, in and around Mr. Lavaliere's property. Our observation was, the stone being used in Plum Gulley Brook was an improper size, the impact basin was at the wrong elevation and was supported on the 15" storm pipe and the integrity of the unknown structure, damaged due to construction, had not been restored. The items in the October 5, 1988 outline highlight procedures and concerns to be addressed during construction. No. 16 requires approval of changes prior to implementation. There are no requests in our public works or planning file. The Plum Gulley Brook, at this point, probably collects storm water runoff from over 3 ,000 acres and is funneled—through this narrow area. The size of the rip rap was designed to hopefully prevent a scouring effect and eroding Mr. Cavaliere's property further. The impact basin has been constructed without adequate support at the easterly end, which in time will probably cause a failure in the pipe supporting it. Also the bottom of the basin was designed to be about one foot above the brook bed. ^' Mr. Chris Nelson - 2 - January 17 , 1989 r The hole in the unknown structure exposes us all to an unplanned and unnecessary liability. This structure is outside any . indicated construction limits and to leave it open to the elements for weeks isn't too clever. Most of the houses in Wapping existed prior to the availability of municipal water and wells were their domestic water supply. Using the worst case scenario, presume, until you know better, that this is someone's water supply. You have certainly contacted your professional engineer for a detailed report including recommendations and perhaps a schedule for a connection to a municipal system, if required. . Ample time has passed to have- this -report- available, we would like a copy please. Also a copy of your daily log when the hole occurred with your recommendation, for our records. Please contact us prior to any restoration. No. 20 in the preconstruction report goes on to require inspection prior to backfilling. Our visit was per chance, not by request. The filling was not being inspected and could raise additional concerns as - to what else was -covered without__inspection. - The -- standard condition of approval by the Planning and Zoning Commission requiring an as built drawing to be submitted for approval prior to the issuance of a certificate of occupancy is reinforced in Item #6 of the preconstruction letter indicating the basic accuracy expected, Locating the buried utilites . This is not a waivable matter. Construction was initiated with this condition in effect, your engineer shall certify to that accuracy. As indicated earlier, searching our files we find no requests for changes or modifications to the approved plans or standards from either your client or yourself, as general contractors, since the October meeting. It seems a safe conclusion would be to expect no deviation up to this point, from the approved site plan. In anticipation of additional work in the area around the outfall at Plum Gulley Brook, please call us prior to this activity, consistent with the October letter, so we can provide suitable inspection. The inspector can be contacted at 644-2511, Ext. 257 . I can be reached at extension 240 . Very truly yours, A. Bowen Davies Deputy Town Engineer ABD/jsv cc: Earle Smith Michael J. Gantick, Director of Public Works Marcia A. Banach, Director of Planning John McCahill, Zoning Enforcement Officer File Enclosure __ sr��' '-� * �a*'': •,,1 � '.yd/✓ ,;� x /,l —� q h4. � pia&,; �;T°�'fj"�«,'A.. ON 4i y?,r, y1iy 1 1 Q till /�' • �. ' '''A °,�y f• ',`d..p ��'�►v',+�,1,.'.. ►. S '. t I,. y. I � kP1�ICM/T r l ,?Y IO lkT 333 1 Risen ��unuuu�nnn��Iuu, MOPII►IAP RIP gAP $o,_ n� t'�0o03F "am c /5 e 5,4N .... PAs/N ,vE,c�11,w _ �� IN1 \ �ASEME/YT REQ'p -- -- ._ \.�-_�•�� ; FOR CON ST/'CUGT/oti/� / r ( 6.F1. 'eL-EV.= 12S•5 9' _ __1;l 1 \ �) I /4CL�S s NAIL- MA/N r�NA L WP-ST SIDE or- _ S I 1 I /f Nc� \'}2 MAPLE 03" A.&. y 1 / � � / pAj l NO W�TLANt75 Pxe-5�w/T O CEMETERY x-xI r. rr:P J �Zu /1f.f0'N. ofMH 87.5'N.Or w252 ti •¢1.3'S. �.�253 00' LONG r7r To � VE/zlvy tocl►T. IURCH I t S C 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 e•Co AREA CODE 203/644-2511 January 31, 1989 Mr. Chris Nelson Conyers Construction Co. , -Inc. - 77 Tolland Turnpike Manchester, CT 06040 Dear Mr. Nelson Subject: Wapping Community Church - Outlet Drainage During an inspection of the site, it was observed that the outlet structure for the storm drainage was not built according to the approved plans . Additionally, the material being used as channel stabilization did not meet the specifications called for on the plans . At the time of the inspection, Town Staff requested through the on-site representative from Mitchell Trucking, that the Design Engineer be contacted to evaluate the present conditions. Accordingly, would you please have the Design Engineer provide the Town with the following so that we may resolve this matter. 1 . Provide evaluation to determine if there is still capacity in storm outlet for the designed storms . - 2 . Provide method of securing outlet structure base. As constructed, outlet base acts as a cantilevered structure. May eventually settle. 3 . Provide Engineering report on channel material stabilization. Material to have proper bedding, modified riprap was to be used and material to be properly "chinked" . I thank you in advance for your attention to this matter. Should you have any questions please feel free to contact me. Very truly yours, Michael J. nt1ck Director of Public Works MJG/jsv cc: Mr. George Johnson, ConnDOT Mr. Earl Smith, Wapping Community Church Mr. William Mitchell, Mitchell Trucking Mr. Lester Braddock, Sr. Engineering Inspector Mr. John McCahill, Zoning Enforcement Officer Project File S D.N N 8 o r `raven- 0p South e s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soa•co�'�w AREA CODE 203/644-2511 February 23, 1989 Wapping Community Church 1790 Ellington Road P South Windsor, CT 06074 RE: Application #88-16P Gentlemen: This is a reminder that the permit with the Inland Wetlands Agency/Conservation Commission, Application #88-16P will expire on April 25, 1989 . The Agency requires a letter requesting extension together with a fee of $25. 00 . This should be submitted at least 45 days prior to the expiration date of the permit. If work has been finished or will be finished by the expiration date, please have an engineer send a letter stating work is completed according to the approved plan. In the event that you are requesting an extension, Section 4 . 13 . 6 of the Zoning Regulations, Conservation Plan (a copy enclosed) establishes the criteria for such a plan and a method of monitoring its application. A permit for your proposal was granted, with a bond as assurance of compliance with its sedimentation and erosion control measures . To assist in the review process by the IWA/CC, whether for a permit extension or specific inquiry request, the provisions for verification through progress reports by the developer's/applicant's Engineer demonstrating that each Erosion and Sedimentation control measure has been installed and maintained, in accordance with the approved plan shall be required. It is requested that this verification report be submitted thirty days before the regular meeting of the IWA/CC, April 17, 1989, to permit time for the Commissioners to evaluate your project controls . If you have any questions, please contact Phyllis Mann or John McCahill, Zoning/Wetlands Enforcement Officer. (644-2511 Ext. 253) 7truly yours, k-11 hn M. Moran, Jr. , Chai rr nland Wetlands Agency/ Conservation Commission JMMJr. /pmm Enclosure V V G�rp 1790 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 C RICHARD S.TOSH,SENIOR MINISTER (203)644-0833 �p �- JAMES R.HANSEN,MINISTER OF CHRISTIAN EDUCATION D °yfjecH FEB �? 1989 South Windsor INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION February 27, 1989 Inland Wetlands Agency/ Conservation Commission 1540 Sullivan Avenue South Windsor, CT 06074 Gentlemen: This is a request for an extension of our permit #88-16P which expires April 25 , 1989. We expect that the work will be completed on or shortly after the expiration of the permit. A letter from Fuss & O'Neill Engineers will be forwarded to you in the near future. Sincerel , Earle Smith Chairman, Building Committee Wapping Community Church Enclosed $25 check for fee UNITED CHURCH OF CHRIST,CONGREGATIONAL p �O FUSS&aNEILL MAR 1989 consulting engineers South Windsor INLAND WETLANDS AGENCY( CONSERVATION COMMISSION _;�/wv( WAPPING CHURCH Erosion and Sedimentation Control Report March 16, 1989 1. The anti-tracking apron requirement was waived by town staff in favor of keeping the existing paved drive. Now the new pavement is serving as the sole construction vehicle entrance. Ellington Road drive remains barricaded even though paved. 2. Haybales at basins, and silt fence at slopes and around stockpile are in place. 3. Additional haybales were added at the base of slope along Ellington Road where unanticipated disturbance occurred. 4. Impact basin requires some modification due to being built at incorrect elevation. This is presently under review by the Town Engineer. 5. Rip rap was extended and upsized to protect the brook channel. 6. Haybales within brook channel will require maintenance or replacement if damaged by spring storm flows. t I Respectfully submitted, Betsy A. Kaemmerlen /gnh 87-65/Corr. 0316A89BAK1 146 HARTFORD ROAD / MANCHESTER, CONN. 06040 / TEL. (203) 646-2469, FAX. EXT. 307 SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING HIGHWAYS and BRIDGES•SURVEYING 0 LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC 9 PUBLIC WORKS MANAGEMENT•HYDROGEOLOGY ° " Towt, o-P SotdA VzQd&A • U 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �f�psoe•Co� AREA CODE 203/644-2511 April 12, 1989 Wapping Community Church 1790 Ellington Road South Windsor, CT 06074 Re: Application #88-16P - Conservation plan for proposed addition and parking. Dear Madam/Sir: At the April 10, 1989 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a one' year extension of Application #88-16P 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 the 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 #88-16P becomes effective May 19, 1989 and expires on May 19, 1990. Very truly yours, )v ,h )dh M. Moran, Jr. , Chairman Inland Wetlands Agency/ Conservation Commission JMMJr. /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 C appm�p 1790 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 RICHARD S.TOSH,SENIOR MINISTER JAMES R.HANSEN,MINISTER OF CHRISTIAN EDUCATION (203)644-0833 1 � O v �yVRCH O� D September 19, 1989 p� SEP 4�) 1989 South Windsor INLAND WETLANDS AGENoyj ' Mr. Steven Moynihan CONSERVATION COMMISSION Council Liaison Inland Wetlands Commission Town of South Windsor South Windsor-; CT 06074 Dear Sir: At this time the construction at the Wapping Church' s new facilities has been completed. This letter is a request to release our bond of $3,000 in the form of a bank account to us. Yours truly, Earle H. Smith Chairman Building Committee Wapping Community Church EHS:emf UNITED CHURCH OF CHRIST,CONGREGATIONAL k �tOy'N Sf,t� 01 C � a ti 9 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 IOSOR,co� AREA CODE 203/644-2511 November 9 , 1989 Mr. Earle H. Smith Wapping Community Church 1790 Ellington Road South Windsor, CT 06074 Dear Mr. Smith: RE: Wapping Community Church - $ 3,000 IWA/CC Bond $ 5,000 Landscaping Bond Please be advised that the above referenced bonds were released by the Planning and Zoning Commission at their October 24, 1989 meeting. Please make arrangements with the Planning Department at 644-2511 to pick up the bonds . Very Truly Yours, Marcia A. Banach Director of Planning Cc PZC file TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CL C CHANGE ORDER CONTACT PERSON 4 ;/t! ft9 r Phone No o'�O Y �Q 7 Address Site Name_ ,mod �' , �, , 7 � P&Z No. Owner<,/�421Az a.- cam � t,f r elf Phone No G' ~ ' /-G 3 ContractorC j h Signature of Owner Date: Signature of Design ng Date: $ CHANGE: (Describe location a ur of change. Include Four (4) /copies of. plan/profile of Change. ) ! 4' "eye- --,t; f Reasf / on for Change: (why is change required) A r APPROVALS: (As Required) Dir.. Of Planning Date: /o / 7 Town Engineer i,�j z Date: Dir. of Public W ks Date: Other: M Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department