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HomeMy WebLinkAbout97-100P_SITE DEVELOPMENT PLAN TRUTH BAPTIST CHURCH_BURNHAM STREET11i06 S OyWol -SOUTH WINDSOR EAST HARTFORD , Pheasant Lane Subdivision in East Hartford not shown KEY MAP SCALE 10=200' SOWN Sfq< a � m 1540 SULLIVAN AVENUE ° SOUTH WINDSOR, CONN. 06074 AREA CODE 860 / 644-2511 1OSOR,COt� CERTIFIED MAIL January 20, 1998 Pastor Bim Rowley 60 Burnham Street South Windsor, CT 06074 Dear Pastor Rowley: Re: Appl #97-100P, Truth Baptist Church Addition At the January 7, 1998 regular meeting, the Inland Wetlands Agency/ Conservation Commission approved appl #97-100P- Conservation Plan Approval for the construction of a 9,500 sq. ft. addition on property located at 60 Burnham Street, RR zone as shown on plans prepared by Richard Walton, Dubiel Associates and dated September 12, 1997. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on January 7, 2003. It has been IWA/ CC's policy to notify landowner(s) / applicant(s) of expiring wetland permits. However, it is the landowners) / applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairman EAW / pmm Cc: Chief Building Official Planning & Zoning Commission Town Engineer SOUTH WINDSOF EAST HARTFORD �SO.,iN Sf44 �S U y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•CoN�4+ AREA CODE 860 / 644-2511 February 25, 11998 Certified Mail Bim Rowley Truth Baptist Church 60 Burnham Street South Windsor, CT 06074 Thar Nfr Rnxx71Pv• LJ\/U.L -A. a�v. J. Re: Appl #97-1OOP, Truth Baptist Church Special Exception and Site Plan We are pleased to advise you that the Planning &, Zoning Commission voted on February 24, 1998 to approve with modifications the above referenced application for a Special Exception to Article 4.1.8.6 of the Zoning Regulations and Site Plan of Development for the construction of a 9,500 sq. ft. all purpose building on property located at 60 Burnham Street, RR zone as shown on plans prepared by Richard Walton Dubiel Associates and dated January 26, 1998. This approval is subject to the lollowing 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 have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/ Conservation Commission. 4. An as -built plan is required prior to issuance of a Certificate; of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of $2,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. Sanitary Disposal System is subject to approval of the Town Sanitarian. 9. Dumpster should be located out of the side yard. Black and white transparent mylars of Sheet 1 with the above modifications, together with three blueprint copies of the entire set of plans (including landscaping and architecturals) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the Commission has signed the mylars, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. FAC/pmm Cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal L:Y y U j .. ;e!b L S `i. 15 'L..i �.� .-... �, ., r+„P�- fi9uti.4aw$.✓ a,,�,'i•x.J1 4. � k \�'��'k.i.w ...-....... ..sus.:...Y•'L-....�..w.....»......-......-»..�..�.-......w.w.+...4w...�.. 4, 6, Very truly yours, PLANNING &, ZONINGG COMMISSION Frank A. Castro, Chairman Notes Concerning "Parking By Uses" in the Building Truth Baptist Church conducts three primary services each week --Sunday morning & evening, and Wednesday evening. During those times the express policy of the church is that no other activities of any kind are permitted on the grounds or in the buildings since the .doctrinal �.+n+ernen+ of the church .+n+cc. +hc helief +Inn+ +ha Rihlc zvnan+a nannla not to ���c doctrinal owtciiic��� vi uw church .awwu uv vvnv. .... �.. vnirvvw l+��l+•.. •-. •- "neglect the assemblying of ourselves together as some do." Therefore during these times all parking is reserved and dedicated only for use as parking for the church services. The same policy exists for any other special meeting that may be held during the course of the year. At . any other time, all the parking is available for any other function that the church may sponsor or conduct. However another policy of the church that impacts building use and thus parking use is that the church does not rent any of its facilities to either members or nonmembers. The church is willing to let others use at no cost as a ministry to those who are in need such as a funeral or funeral reception. Any other use must be in harmony with the purpose of the church as expressed in the Great Commission of Jesus Christ (Matthew 28:18-20). If an activity is elatarminarl by +hA rhiire-h +n cnnfnrm with this mirnnsa than nn faa is axn P.ntPd_ In summary, it is difficult to apportion parking by uses since only one function is permitted at a time and all the parking is allocated for that use in contrast to a business that operates while other portions of their building may be rented out or used for other purposes simultaneously. ii i I, Frank A. Castro Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on February 24, 1998 the Planning and Zoning Commission granted to Truth Baptist Church a Special Exception to Article 4.1.8.6 of the Zoning Regulations to allow an all purpose building associated with the Church as shown on plans prepared by Richard Walton Dubiel Associates Assessor's Map and Parcel Number: Map 5, Parcel #45 More particularly bounded and described as follows: (legal description from Deed or Mortgage) A certain piece or parcel of land, together with the buildings thereon located in the Town of South Windsor, County of Hartford, and State of Connecticut, as shown on a "Plot Plan for Truth Baptist Church 60 Burnham Street & King Street south Windsor, Connecticut Scale 1" = 401. December 11, 1996 Dubiel Associates - East Hartford, Connecticut Project No. 96-59-132 Sheet 1 of 1" which map is on file in the South Windsor Town Clerk's Office and more particularly bounded and described as follows: Beginhing at a point in the Southerly line of King Street, which point marks the Northwesterly corner of the land herein described and the Aortheasterly corner of land now or formerly of Dwight Burnham; thence running Southwesterly along land now or formerly of said Dwight Burnham, One Hundred sixty-two and Thirty - One One Hundredths (162.31) feet to a point; thence turning and running Easterly along land now or formerly of Arthur Spielman, One Hundred Ninety -Eight and Eight One Hundredths (198.8) feet to a point, thence turning and running Southwesterly along land now or formerly of said Arthur Spielman Four Hundred Forty -Two and Seven one Hundredths (442.7) feet more or less to a point in the Northerly line of Burnham Street; thence turning and running Easterly along the Northerly line of Burnham Street, One Hundred Eight -Nine and Eighty -Five One Hundredths (189.85) more or less feet to a point; thence turning and running Northeasterly along land now or formerly of Robert L. Murray, Six Hundred Nine and Twenty -Five One -Hundredths (609.25) feet more or less to a point in the Southerly line of land nor or formerly of Cecil and Gladys Brooks; thence turning and running Westerly along land now or formerly of Cecil and Gladys Brooks, One Hundred Fifty -Nine and Eight One -Hundredths (159.08) feet to a point; thence turning and running Southwesterly along land now or formerly of Hector and Florence Beaupre, and along land now or formerly of John C. and p Helen A. Gildner, partly by each a distance of One Hundred Forty - Four and Forty -Three one Hundredths (144.43) feet to a point; thence turning and running Northwesterly along land now or formerly of said John C. and Helen A. Gildner One Hundred Seventy -Seven and One One -Hundredths (177.01) feet to a point on the Southerly line of King Street Fifty and Two One -Hundredths (50.02) feet to the point or place of beginning. OWNER OF RECORD: Truth Baptist Church Dated at South Windsor, Connecticut this 25th day of February, 1998 In accordance with CGS Section 8-3d Frank A. Castro, Chairman Planning & Zoning Commission Received for record this day of , 19 , at South Windsor, Connecticut ATTEST: Town Clerk RECEIVED MAR 19 IM Sm 11lNDM PIAMNS in SITE DEVELOPMENT w.� . • & d FLAN TRU TH BAPTIST CHURCH 60 Burnham Street South Windsor, CT SITE DATA: Lot Area: 5.26 Acres Building Area: 14,900 S.F. (See Note) Building Coverage: 6.5% Parking Required: 60 Total Parking Provided: 80-1O'x2O' 3-Handicap 83 Total Zone: Rural Residential Setbacks Observed: 50' Front Yard 20' Side Yard Total Impervious Surfaces 59,420 S.F. Total Impervious Coverage: 26% Note --Building Areas New Building (90'x10l') 9500 S.F. Old Building 4990 S.F. Shed 400 S.F. Total Building Area 14900 S.F. Engineer: Bim L. Rowley PE pF� GON/yF�r,,,y ��r�C"s r?!t d 7s ; No. 12230 ' w �.• '�0PVAL Class A-2 Survey: Richard Walton Dubiel Associates I, RICHARD WALTON, CERTIFY THAT THIS IS A DEPENDENT RESURVEY OF THE CLASS A-2 BOUNDARY SURVEY DATED 12/11/95 ON FILE IN THE SOUTH WINDSOR TOWN HALL ENTITLED "TRUTH BAPTIST CHURCH-60 & 68 BURNHAM STREET & KING STREET" �G O N NEc. Mco voo:;11 . z2ir:4: off. ECG No. 16103 ° sure ��► ...40005 Contact Information Bim Rowley Truth Baptist Church 60 Burnham Street South Windsor, CT 06074 Telephone: 289-8976 or 282-0804 Fax: 289-0043 1 /26/98 Title Sheet Page 1 LANDSCAPING TABLE Type of Plant No. Yews 8 Euonymus 13 Rhododendron 13 Azalea 18 Flame Bush 2 Spirea 2 Purple Leaf Flowering 2 Plums Dogwood Tree 2 Arborvitae 12 Bulbs & Perennials Assorted Annuals, Bulbs & Perennials CONSERVATION PLAN DESCRIPTION OF THE PROJECT The proposd project consists of the construction of one multipurpose building with the associated parking lot, sidewalks, landscaping and drainage structures. The total amount of land disturbed by this project is approximately 1.5 acres. LOCATION OF PROJECT The project, as shown on the Key Map, is located on the South Windsor -- East Hartford Town Line on the north side of Burnham Street between King Street and John Fitch Blvd. NATURAL FEATURES The site is very flat, unwooded and has been used for potato and corn farming since the late 1960's. Before that it has been used for farmland since at least 1852 (the earliest records available). There is no sensitive flora or fauna on the that will be disrupted. The land is very dry, located well above flood zones and contains zero wetlands. According to Soil Conservation Service maps and confirmation with Mr. Glen Anderson through a site visit in 1987 concerning the soil characteristics, the soil is of the Windsor Series which is a deep well drained soil to draughty". The topsoil is varies from 8" to 14". The subsurface material is pure fine uniformily graded sand the size of sand found on beaches to a depth of at least 20'. The SCS comments about the soil have been borne out by practical experience. Although tilled and exposed through the years, there is no runoff from the site as verified by the observation that there is not the slightest trace of soil erosion such as a rill or gully. Mr. Anderson of SCS said that in his opinion hay bales and silt screens would be superfluous anywhere on the site including around stockpiles of top soil because of the well drained and draughty nature of the soil. Mr. Burnham, the farmer, called the field a "sandpit" 'f ' - verifying the well drained nature of the soil. There are no rock outcroppings, seeps, springs, wetlands, floodplains, streams, lakes, ponds, drainageways, dams or other such natural or manmade features that may affect the erosion potential of the site. TOPOGRAPICAL FEATURES OF ADJACENT PROPERTIES The site is bounded on the south by Burnham Street, on the west by the existing building of Truth Baptist Church, on the north by several acres of grass lawn on the site, and on the east by another field of the some nature owned by Barbara Murray. Since the stripped site will be sand, there will be no runoff or erosion onto other properties or into the storm drains in Burnham Street. PROPOSED STORM DRAINAGE SYSTEM The drainage system proposed for this project will be exactly the some as that in use to drain the existing building area, sidewalks and parking lot. This site is ideally suited for drywell type of drainage keeping all storm water on the site. Experience has shown that the existing drywells of Truth Baptist Church have provided sufficient drainage over the last 10 years such that at no time has flooding, water backup, surcharging or any other adverse water condition occurred. All roof drains are now and will be for this project directed into drywells. The basement of the existing building has remained perfectly dry and free of humidity throughout the 10 year history. SEPTIC SYSTEM Because of the well -drained soil, and the 1"/minute percolation rate, the existing septic system has performed without problems over the last 10 years. The propose( system will utilize a dosing method of feeding the effluent to the leach fields as is in current use. Such dosing method greatly prolongs the life of leach fields enabling even distribution to the entire field each time the field is feed. Installation of the expanded field will not affect the erosion potential of the site. All disturbed areas will be reseeded immediately with rye and rye grass. EROSION CONTROL METHODS AND PROCEDURES Silt fencing will be installed along Burnham Street, along the Murray Property and around the stockpiled topsoil. Hay bales will be staked around the storm drain on Burnham Street adjacent to the property. Notes: All soil erosion and sediment control measures will be implemented according to the specifications and methods set forth in the "Connecticut Erosion and Sediment Control" handbook. All stockpiled topsoil will be surrounded by sediment barriers and have side slopes not exceeding 2 to 1 and will be seeded within 15 days of stockpiling. The temporary and permanent ground covers and sediment barriers will be maintained during construction to ensure proper effectiveness. Drywells will be protected during construction to insure that unfiltered surface drainage will not enter the drywells until adequate ground cover is fully established to protect the drywells from being plugged with silt. Size 2 Gallon 2 Gallon 2 Gallon 1 Gallon 2 Gallon 2 Gallon 5 Gallon 5 Gallon 8-8' & 4-2 Gallon Location 0012 000011 00000 OOOO10 11 12 1O 0 011 00 All Locations kRq� 53. IV,P _ MS >j SyF�� ; x 53 4S\ 07' o,� p x 53 6 6 - - x 52. JJJ , Note: Entrance pad shall be 22' wide by 50' long by 4" depth. 2" Broken Stone Filter Fabric � voAava�°°ava�7pa°va°voaavaavo�a°aa ENTRANCE PAD DETAIL (During Construction) Phase 2: 3-1/2" Bit, Pavement 1-1/2" Finish Course 2" Base Course v aspas Aa E---- Phase 1: 2" Gravel and va /ova �va L Processed Stone Binder Parking Lot Surface Detail \\\ x 53.5 •: I . Z' \ x 53,9 ' Ali,dl•It,A11,A110,`liih11I,A11ih`1hh11hh r \ x: 53, 7 55.0 �' \\ x 6' Min. Cover : 8" Perforated ADS Pipe 52.0 Filter Fabric 52. o vat v ' Existing _ 1 ° ° v 1 a v as v v I d SYstern � ij!` `~; 1 � vAdvp °a�°ad AA �1„ to 2" Gravel PropOs I x s3, ; °oa a va a or Broken Stone Ir r %7 Field Sister, 3 I � � Detail of Dry Well 1 I Connector Pipes PROPOSED SEQUENCE OF CLEARING, Note: Drywells shall be Arrow AC-D-1500 or equal GRADING AND VEGETATIVE STABILAZATION N / �' ' I ' w/1' thickness of 2" broken stone. The proposed sta ein and sequence of the construction clearing and grading, and / 1 Use fiberglass landscaping fabric p P 9 9 q 9 9 9, ``i'-�� ; to separate site sand from broken stone: vegetative stabilization will be in the order described below. Catch Basins shall be Arrow AC-"CL" Flat Top STEP ONE: Hay bales will be staked around the storm drains. April to June 1998 / i or equal. Processed stone pad consisting of 2" broken stone to be placed at entry pad in location shown. STEP TWO: Parking lot and building stie will be striped of topsoil. 1 week W / f Top Soil 1 ., : Q STEP THREE: The excess topsoil will be stockpiled in middle of y + Sfockpi/e I property behind proposed building. During STEP TWO �� x 51.5 / Dumpster on i Note Dr STEP FOUR: The frost wall foundation will be dug. Building is , V. / �3rlcrete pad , ` I with 8" Y Wells of slab -on -grade construction minimizing excavation ^ / and screened ; x \ Exce perferot Connected r 52. ` pt ed d o . STEP FIVE: TbePnstallledion will act on the abe roughly shaped give solidnbase for will 1 week �' Z // 1 2 _ \ / Solid p'Peh(seeD taus 0 ; m parking g.Legend construction vehicles and to prevent wind erosion of \ / Existin _. / x 532 a: the sand parking lot. - � o x53.06 Existing Spot Elevation STEP SIX: The front lawn and other areas of disturbed topsoil will -_`� a ump/ 9 i ` Pr Protect All Drywalls during ' be sown with Seed Mixture No. 1, Figure 6-3 of the �iw Septic I I' Septic _ 52 destruction from surface va3' x5 Proposed Spot Elevation g..... �1 c p�opos -� ` runoff,. S3 0 : 2.75 P P "Connecticut Guidelines for Soil Erosion and Sedimentation Control" Jan. 1985, consisting of Kentucky bluegrass, � i sr., �aryweJl ed 8' cv , x 53.2 creeping red fescue, and perennial ryegross in the ' Shed A� C,Iwe,, �n Propose \' 53 Existing Contour Line amounts of .45, .45, & .10 Ibs 1000 sf respectively, 10-10-10 fertilizer will be applied at a rate of ed x52, 75 �� TF 51.0 ' ' , Dr/d 6 \ 52 _ Proposed Contour Line 7.5 Ibs/1000 sf and lime will be applied at a rate 40 �8"' ' ' , , �Cotch `s basin \ ' of 90 Ibs/1000 sf prior to seeding. Within 15 days ' , of STEP TWO TF 51 7 TF 52,0 Catch Basin Top of Flange Elevation STEP SEVEN: The stockpiled topsoil, the parking lot area and all ............... ........... other sand areas that will not be immediately covered O '6' Sidewvl,. C \ -"�--� Surface Drainage Flow Direction with topsoil or gravel with be sown with perennial �? x53.2 xSi,S "'ks (typ ;:::w' .:�,."/ T S1asin \ g ryegross at the rate of 1.OIbs/1000 sf. 10-10-10 e I fertilizer will be applied at the rate of 7.5 !bs/1000 sf; 8 © 16' Pole Mounted Sodium Vapor and lime at the rate of 45 Ibs/1000sf before seeding. Within 15 days v `' i •.• %� ` �' x 5 _ x 5 9 Light To Match Existing Lights of STEP TWO Enclo .... 52. :O' 12 to 24 months Q Conneced 52•S 91,12 10'x20' Parking R Sodium Vapor Light Attached to Building STEP EIGHT- The building will be constructed.�; tor� STEP NINE: The septic tank, field lines, underground utilities and 11•. / Stalls drywells will be installed. 1 to 2 months ; Note: Slope parking lot °dhd Iron Pin at Property Corners (All corners marked with STEP TEN: The disturbed topsoil areas will be topsoiled and J lO7' ' driveways to catch basins in iron pins except NE corner which has a mere stone) reseeded as described in STEP SIX. Within 15 days�l / b of STEP NIN�' 0 x52,9 pr. both front and side lotso�ws Mere Stone at NE Boundary Corner se STEP ELEVEN: The parking lot and sidewalks will be installed. 2 to 3 months � ` � � A, STEP TWELVE: The topsoiling and landscaping will be done in >C X/Stin ` ", 77 o h4u/ d � / 0ms Drywells with 8" Perferated Pipe Between conformance with that shown on the plot plan �l '' .• g 1 1 p(/% r7 "� : x5 4 schedule and specifications. The final grading and I Build) 11 BUi/ po$�1 lawn planting will be done to finish the project. 1 to 2 months rig .oa �in9 ; , ! l ! a 1s :`O O ' 1 tF TYPICAL DRYWELL AND CATCH BASIN Catch Basin Top Flange0 N vv CD 0 0 0 0 a °A% v� va °OdA% v d o 0 0 o aAA°aaaa °A o 0 0 a vA % °a `o � � � � v v v °va v v d A °A 4v o 0 0 o vA°a°a v pa°a 0 0 0 0 vv v17,L vv v vv v°AaAa v°Aa A vAQ°av v o°a17 v oa va as 1DW12 1 Rotondo Heavy Duty or Arrow AC-D-1500 ' Connecting Drywells 1 1 1 Elegy 52.6r x52.5 ;• 8" Lines Con 'n : ® 0% slope �,,............... 8 . 9 x Fu t u i .. l 53.2 6 '............. 7 +> mil' l X a n 1\:•..::::..::::::: x J .....: •: r p ! oia l 1 Il Circle =a ; - ••�:= Notes: Ywell :�•' .0 Site Not Wooded Catch e & IG ! / as Site Not Located in I T a Flood Plain F /n - S 1 � Site Does Not Include Wetland Type Soils l 1 / ! 50' Front, Yard , • .. •' �•Cat Basins. or Vegetat on Setback Required 1 1 1 . ... . l I N • ' ' .... ' ' ' Roof Leaders) Will Be Directed Into Drywells . Proposed 6' No Exterior Lighting Will Be Directed At Neighboring Lots ExistinLandscaping1 1 i •... ' All Elevations Based on USC & GS Datum 9 Existing Moun y 1 ' - o. Drywell Sign 952 !! / / o ` TF 51 S .........:.........• _ M. Walton fflcler Sur ey and FieldTested and ALo Location n fof Exior sting tic BBuild Building Eby Richard 1 U v> w., _ �...\,.....: : � _ i �,• All sPAv2 Y 9 9 Y Cite Health 0 ' l as � s, Surface Water from Impervious Surfaces Directed to Catchbasins oposed Si 51.5 53 4 and Drywells On The Property. This Project Will Generate Zero 1 2 Increase in Surface Runoff. 389.00' Catch Basin I 1 !1 0 : Catch Basin' Proposed Sign To Match Existing Sign in Size, Color, Materials, and Style Catch Bas N79-49'-32"W TF 51.03 -/ I 1 (o (y ` ' TF 51.74 __ __ _ 6iP p - -- -- -- -" -- " - - Ef Existing Storm Sewer (East Hartford) 12"x15" Oval CMP at 0.54% EoP Q,,,A,_� __ ,. _: x 52.6 Burnham Street Proposed 8' Drywell EoP Existing 4" D.I. Fire Sprinkler 2" Water, 4" PVC Electrical Conduit, 2" PVC Telephone Processed stone pad (During construction) SI TE DEVELOPMENT PLAN TRUTH BAPTIST CHURCH 60 Burnham Street South Windsor, CT Engineer: Bim L. Rowley PE No. 12230 ENS N�� 'yoS�OA{AL EtY`N�a Class A-2 Survey: Richard Walton Dubiel Associates I, RICHARD WALTON, CERTIFY THAT THIS IS A DEPENDENT RESURVEY OF THE CLASS A-2 BOUNDARY SURVEY DATED 12/11/95 ON FILE IN THE SOUTH WINDSOR TOWN HALL ENTITLED "TRUTH BAPTIST CHURCH-60 & 68 BURNHAM STREET & KING STREET" Contact Information Bim Rowley Truth Baptist Church 60 Burnham Street South Windsor, CT 06074 Telephone: 289-8976 or 282-0804 Fax: 289-0043 Scale 1 " = 40' 1 /26/98 Page 2 Un 1 f- fit' VI`�IC�7N r };AS'[' LLF;VATION 1/8" = 1' SOUTH ELEV.A.FION- --COND FLOOR RST FLOOR CEILING RST FLOOR 0 a Q oo 0 � lvJ�l no C g Q co i6P' ~ 0 I JmA\'tprr0it cQM Lx�- i