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HomeMy WebLinkAboutApp 08-03P Avery Street Christian Reform JAN 09 2008 12:51 FR PRIG GSE 86055?2515 TO 9?554143 P.01i02 TOWN OF SOUTH WTAA R PLANNING&ZONING COMMON APPLICATION FORT P E C!C ` Application No• - - Official Receipt Date- JAN 312008 / P J Recei t No: ' SOUTH WINDSOR PLANNING DEPT APPLICANT: -'e t1e/<"Y;;C '" C'/LC'.r7AV,,.1 "l �Jli,', Glwwe C// PROJECT NAME: ADDRIJSS; ,T 7_'E -V-f'N fs-1r110.I0R OWNER OF RECORD ON LAND RECORDS: ADDRESS: COMPLETE LOCATION Off'PROPERTY- ASSESSORS MAP# PARCEL# ZONE NAME, ADDRESS,TEL&PAX#OF PERSON TO WHOM INQLUPtES SHOULD ST DIRECIMD: �occo 4�>/er z�s. �'� �'�'���/f'�ra�� ,ems, L l- c �C& 73-`71 S/�o �0 7 IV®U4 Est i=ted presentation timer THIS APPLICATION iS FUR: (Check all that apply): e T 06013 ❑ Zone Change to (Public Hearing required and Certificate of Mailing) ❑ Subdivision/Resubdivisian ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision(Public Hearing Required) ❑ Minor❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certificate of Mailing) ® Site Plan of Development ❑ General Plan of Development-State Hearing per Section 14-55 for ❑ Earth Filling(Sec. 15)and/or Earth Removal(Sec. 14-Public Hearing Required) ❑ Regulation Amendment ❑Zoning ❑Subdivision-Attach proposed amendment(Public Hearing Required) © Temporary and Conditional Permit for(Public Hearing Required) ❑ In Law apartment/Accessory Apartment(public Hearing Required) ❑ Major Home Occupation for(Public HearfiV Required) ❑ Other(explain in detail) An APplicat On PsndWg sign in required to be posted on the property ibr aU appueatciolm ten(10)days prior to being heard by the Coaamiadon. Signature of AppIicant Signature of Property Owner 6" E ,V' D JAN 3 12008 Letter of Transmittal SOUTH WINDSOR PLANNING DEPT. CIVILS,LLC Date: January 31, 2008 ROC P.E. To: Town of South Windsor From: Rocco Roberts, P.E. Planning Department Civil Strategies, LLC 1540 Sullivan Avenue 67 Mountain Spring Rd South Windsor, CT 06074 Burlington, CT 06013 Please find for your review plans for the additional parking areas at the Christian Community Church located at 399 Beelzebub Road. We are submitting the following: 6 Sets of Plans 2 Sets of Drainage Calculations I Planning Checklist Site Plan Application I i i i DRAINAGE REPORT FOR ADDITIONAL PARKING FOR THE COMMUNITY CHRISTIAN REFORMED CHURCH SOUTH WINDSOR, CONNECTICUT DECEMBER 28, 2007 ' PREPARED FOR: i COMMUNITY CHRISTIAN REFORMED CHURCH 399 BEELZEBUB ROAD SOUTH WINDSOR, CONNECTICUT i i JAN 312008 PREPARED BY. SOUTH WINDSOR PLANNING DEP"I ' CIVIL S, LLC ROC P.E. ' 67 Mountain Spring Road,Burlington,CT Ph/Fax:(860)673-7146 Email:noberts(a%civilstrateg_ies coin Community 'n ty Christian Reformed Church ' 399 Beelzebub Road, South Windsor, CT 06074 TABLE OF CONTENTS ' DESCRIPTION ' I Executive Summary U.S.G.S. Quad Map II Existing Hydrologic Conditions III Proposed Hydrologic Conditions IV Backup Data State of Connecticut Drainage Criteria 1 ' Community Christian Reformed Church December 28, 2007 South Windsor,Connecticut 1.0 EXECUTIVE SUMMARY ' General The Community Christian Reformed Church on the corner of Beelzebub Road ' and Avery Street is planning on constructing additional parking in the near future. The additional parking will be required as new programs come online and when the basement is finished adding more usable building area. In addition, the Town is planning on realigning Beelzebub Road which will result in the taking of a small portion of the Church's land. The reduced site area caused by the taking would ' limit the amount of parking the church could apply for since it will exceed the pervious area requirements of the town zoning regulations. Therefore, the church is applying now to avoid the need for a variance in the future. rThe site work for this project consists of the construction of new parking areas, access drives, and sidewalks. Additional site Lighting will be required to maintain safe lighting levels in the parking areas and landscaping will be provided to meet town requirements. As part of the proposed parking areas, supplemental drainage will be provided and connected to existing drainage systems. Due to a ' small increase in runoff caused by the additional impervious area, minor detention will be required to maintain a zero increase in discharge as required by the town. The proposed detention will include infiltration trenches and dryweils. rThe following calculations provide a summary of both pre and post development conditions. Backup data is provided where appropriate ' Design Theory ' The analysis point was selected at the edge of each construction area at the point where the flow would leave the area. The Rational Method was used due to the small areas and short time of concentrations. Rainfall intensities for Hartford ' Connecticut were used. The 24-hr rainfall is as follows: 2-yr 3.2" ' 10-yr 4.7" 25-yr 5.5» 100-yr 6.9" ' Rational Method Theory - CTD(OT Drainage Manual For 2-yr and 10-yr storm => Q=CAi For 25-yr storm => Q=1.1 CAi For 100-yr storm => Q=1.25CAi ' Tc => Use TR-55 Method Runoff Coefficient Values=> Pvmt/ roofs, C=0.90 ' Community Christian Reformed Church December 28,2007 South Windsor,Connecticut Lawn Areas, C=0.30 ' Woods, =0.20 Gravel, C=0.40 ' Existinct Conditions In the existing conditions, the estimated flow to each sub-area is as follows: ' Refer to talcs for watershed map. ' STORM P.O.S. 1 P.O.S. 2 P.O.S. 3 2-yr 0.37 cfs 0.39 cfs 0.75 cfs ' 10-yr 0.49 cfs 0.51 cfs 0.98 cfs 25-yr 0.59 cfs 0.63 cfs 1.21 cfs 100-yr 0.79 cfs 0.83 cfs 1.60 cfs Proposed Conditions In the proposed conditions, the drainage areas are the same. One theory would g ry be to look at the site overall but the increase in flow would have been negligible. tLooking at the construction area only will provide inflated storage numbers but is a more realistic assessment of the increase in flow due to the additional impervious areas. Refer to talcs for watershed map. ' The following is a summaryof the post flows at each Point f of Study prior to the affects of any proposed mitigation: STORM P.O.S. 1 P.O.S. 2 P.O.S. 3 ' 2-yr 0.54 cfs 1.31 cfs 0.22 cfs 10-yr 0.71 cfs 1.71 cfs 0.28 cfs 25-yr 0.87 cfs 2.10 cfs 0.35 cfs 100-yr 1.15 cfs 2.78 cfs 0.46 cfs Using the 25 yr storm as the design storm, the increase in flow to P.O.S. 1 and 2 is 0.36 cfs and 1.95 cfs, respectively. The flow to P.O.S. 3 is reduced in the post ' construction conditions due to a majority of the area being piped to P.Q.S. 2. Both P.O.S. 1 and 2 have minor increases in flow and will require some detention to mitigate the increase. Community Christian Reformed Church December 28,2007 South Windsor,Connecticut Pro osed Mitigation Design ' Due to limited available site area, underground detention will be used to mitigate the minor increase in discharge. Using the modified hydrograph method, the required detention storage volume for P.O.S. 1 is 75 CF. To mitigate this increase, an infiltration trench will be ' provided. The trench will be 80' long and 2'x2' square with a 4" underdrain placed at the bottom. Using a 35% void ration, the storage provided is 112 CF. 1 The required detention storage volume for P.O.S. 2 is 392 cf. Two drywells are proposed to mitigate the increase in flow. The drywells are V diameter and 5' deep with 18" of 3/4" stone around the drywell. The stone is also placed on the ' bottom of the structure. Each drywell has a volume of 170 CF and the stone adds an additional 33 CF of storage for a total of 203 CF of storage per drywell. Overall, the post construction flow will be less than the pre construction flow. . ' - . -. � �- .• it jd> i ' ; n a � �.Y f Community Christian Reformed Church December 28,2007 South Windsor,Connecticut IL EXISTING CONDITIONS I L c • 7-- 6y 7-R 55 �e744o<=l C!:!,O,3 6�mss C=O, zags Con 74 5 el0e7XII.P-GICAo4 1-f AO 5Prc;74'r- leas See SX-1 . 7Ae w-rOe-0#744e-oV? 43-4-eq �ral'-74- oveldalo( 71-Ale -rOV74A dy, e S'y s�cA7 716 7heXL-- Ac.1,0,7 lr4_r 76 0 5, T7'6 4,-e4 C-400) r ,�oorf' �^cci _ Q P99e- /.3P5 = 7l0l3 -5F = 0,/7S 4,cors 0, OSZ x "91 'IL 0,/7,5 e .,f oel 3? 7-4 C141ep � AOV-1// 4,ollellc? V-re *7 �LAY 1 7-OZ S e-,L c. 0, Z 75S F C4 Vxe z <f>,S Cis e 7 4:L 7 (o 3 C, r 71 7ZO 70 Ile'<7 317 eP, 0 74/ o.0 1-4WAI AAM 13 7,R5-3 2-4',T- 797 =87,SSsF1 o,zo 4 C- (O 7q Oql). 7 4- Zo rG z = �fr<o '"'�.- Q - .��v4�X 4'r �o - 0.7s 7 /.2= A(2;0 a L Hod a k �„ a �93 gar O' �< Dr iv F- _.. '�r .Y_ Rk e-t p.S 4�C e of F'V „'�pp - & 3i _......,_-.a--•--- E m ,-.'a;i t i{ -i-` 1 h� 'y� { 4a 9.._,._,., _a-_.�-- rrz , l c� ic�r c, n-11 atn V �� � ,�,€?- k a H,�4ra,� D rth,H.T� p' `` `,fig "�T—W -� x' s'y''_ nL e.R x.r _ 1 r.2 c gfi+ .: i't'., Cu ;kq k$l 5 i k %k��cj CB,TF,2G43," oaf x' a� an, Sew r " a a a -- -f pq as y r G jai 's' `FF, $4, ' V, �3 , } x SL%. SSW cis _, .a--": ._..- -•_.""' '-- x-_°` ,a Edge or' Pvx .�., ..,.-r--w.^... - T } f � 2�� % �r V4�Y gi*' $ yam `s. .r ^ky,'�S ,�.����'� 10 50 .6 ' tuff` Deed) ' g - a v } L a7B,1S` t9 '54,00—,y�De w 0 6 1 AND k i97.#4 SNET COZOE erfr`t s x2g3£ I AAA Survey j 1 Deed "S'i3 2 �6 �' s % § " f x L' x� �.�--,---' ry le x� # � S �, Drive' pll: USE o� .a4' ! .;g * a x $1 YARD LiT 50' F`RFlFI, all _ - fit.Parkil;� � V4 if Nt 110) ------------- rH� ' t El ar y _ t . )i.. i t 3 i t �3 V Lil t2� R2 .fSL Concrete Concrete Pao 1 y� Y B VaGi' SitY � `�".e.'_m.m__-•.�-,.�_�; `_ s ,-� Y iSi2.!'CE �'°Eg yak ��/t? { �1`5 �K�'�� Electric Mete; ' t Elevation O lit[!,t h�. % yi. ruin = Fire Plate ` " z ^` � Br.T Y � x� �d xgr�gt c34s��� D r`;`Y��`bYay w-roge Flour Inv. Guy Wry � +1 HQtchway 35ONTIN�vdircnt '- ^<t s- ^a tJ�e _ ICs invert t i+ � r' P D Fc. �`' trot; Pipei,Bar sue ` s 4 ` SPACES Light Poly 1 <a�g _ _ • a _ Bit,Parking r ¢ S l f m man tole i ��� u� �' j, y� � �� If�l C7 p s � s � ont m t i sPR t `� �6 �J�ee? !O ' { = not found tl { kc \ �' = Retaining Wati ' of Frame Stepa �y� Q, is ` ` ae =� a •�, Utility Pala ORIGINAL DESIGN �^' PROPOSED PARKING ADDITIONS wr a&� Exif �q COr't al iCommunity Christian Reformed Church December 28,2007 • South Windsor,Connecticut 1 1 1 L PROPOSED HYDROLIGIC CONDITIONS I 0 7- ZS 4ile,,y Clue-c iy, 12 0.5 0,2 07 ■ 41 0 93 4/626,,V= V9341 SF 0, /3 .5"W1,07 mA, X , O's y cis oz -71 -11h, UJ� earl 7,v Ike- 4 i 425 p 9 7 C21S VS 0`5 Vr SY6 r 09F e (C 700 800 op 0 7�-eq .107 ZO Z,3,5 -10,571 X Z ZZ X 7e- 6,0 ,0/4, &,7 W3 -4 L,00TY 14, =t> 7, o' 6 F = 0, 13 q Acres 'V,?7 o/I23 4r- ' �'Gr} = -'O//X, 97t 1z3x ,3 -= 0,047 Cave = 0 .35 re- (/.re m/0 44 0,-Zac-�, oq 7 q(acfx Al%e CAWe,4 4f Awl/J�C, cr ,jr, 2 Al 7 eon 406) 1 �y _ 3.3 Sec Vr .3c?Z. /4.41 e- telo X 0 7 0 z-- va 7.) 0 0 /17 Hyd. al &N, X$ CB.TF.25293 w I z DCB,TF-24 5 i u c) r D. i Vs ' bEdge CI P EV ' j zat V� \w w w MH'TF25135 —A MH,TF.258,91 7E�u _fw w U' A D A TYPE eTCH BARN 5;2,G 5 Alt, MH TF,2 It - 'In'v' 2 3't !ram 's.-w sa ew 161— ' adRei y' r '�' _ e:ti 'Z.vb" s '< '`.R'` VV,.V— sl B TI' 244 7 Z* mp f 710tr �0_0 12.- (500"Deed) Eli 2'48'2 S; ' 3`18' G" 53rvey e J l ?.44` i SWT CoEctsemen. 7"W I3'!&29'-Deed 54'00' D w[I 0- Drive V 246.4V Eli a it INV. 24O.2W-;fieHDPE) E 240.2W(O%IERFLOW) VP OA 101 S`IS (aut� top '� * g } c � 50� FR(N YARD Ll ' eta! Z� � i x �'` * � �, \._ ore a :G 3 rV ing t1l TYPE:1c,CAT04 a T.F.-24,1x20` INV.= 241 *n JAA Ile it 6 INV.- 241:7wW�16;2n Of gag IT & WHOPE 0 PLACE LENEL AT 3 ELEV.= 241. 5 24' t- Sri NE MATCH I EXIST 3 A YARD DRAIN OUTLET "c; LLJ j !cn 2!5 Swo URVIIIIIIIELL ADJUST FRAME AND V 40 LP T.F.- 244,75' ATE TO GR INV.-241.50'(OVERFL es LE GENE: 42 v 1 C—C. co"-rate W2.) E, Efectri_. m.1.1 El rvp gin s cp, Concrete Pod BiL Bituminous < Elevoti Istand on FP- = Fire Place Or- Geroge Flc4r it. urb ow. = Guy wIre H. rHatchwy 2381, DISCH Hyd = �,ydorlk TLET Dr I ON FACE Or RIPRAP = invert 35 eof EXISTING 1p- - Iron PiPVa., 4 P� t-0 PARKING H- SPailACE! Mon, monul n/f rot f CURTAIN DRAIN OU3it p OF N zt,�t ',B �46ps. !r— P,et(31I w 11 AT FACE Z, FramePole rb up. utilito I 1_1A y I0' IV e$- I 88'-121IDPE-i TYPE W CATCH N67'36'0��- 2274,991 Ip LIPAVE D LEAK-OFF 'W S-I.OX T.F.- 231.8! (TVP OF 3) 9=K=DA1 Kir)T1=Q INV.- 22&3' LRTAIN DRAIN 04 Community Christian Reformed Church December 28,2007 South Windsor,Connecticut IV. BACKUP DATA r U.D^O 1 RAINFALL INTENSITY in/hr DURATION DURATION 2 Yr 5 Yr 10 Yr 25 Yr 50 Yr 100 Yr min r 5 0.08 4.6 5.5 6.0 6.7 73 7.8 6 I 0.10 I 4.4 I 5.2 I 5.8 6.5 I 7.0 I 7.5 7 I 0.12 ` 4.2 I 5.0 5.5 I 6.2 6.8 I 7.2 8 0.13 4.0 4.8 5.3 I 6.0 6.5 I 7.0 9 0.15 3.8 4.6 5.1 I 5.7 6.2 6.7 10 I 0.17 ' 3.6 4.3 4.8 5.5 6.0 6.5 11 0.18 3A 4.2 4.7 I 5.3 I 5.8 6.3 12 010 33 4.0 4.5 5.1 5.6 6.1 13 0.22 I 3.1 3.8 4.3 5.0 5.4 I 5.9 14 0.23 II 3.0 3.7 4.2 4.8 5.3 5.7 = _ - 15 ( 0.25 I 2.8 3.5 4.0 4.6 ( 5.1 I 5.5 t- 16 017 I 2.8 3.5 3.9 ( 4.5 5.0 5.4 tf`"= 17 018 2.7 3.4 3.8 4.4 ( 4.9 5.4 = _ 18 I 0.30 2.7 3.3 3.8 , 4.4 f 4.8 5.3 19 0.32 I 2.6 3.2 3.7 4.3 4.7 5.2 s � 20 0.33 I 2.5 I 3.2 3.6 4.2 4.6 5.1 21 0.35 ( 2.5 I 3.1 3.5 I 4.1 4.5 5.0 22 f 037 , 2A 3.0 3.4 I 4.0 4A I 4.9 23 038 ( 23 I 2.9 3A 3.9 4.3 I 4.8 24 I 0.40 23 2.9 3.3 I 3.8 I 4.2 I 4.7 0.42 21 2.8 , 3.2 3.7 I 4.2 I 4.6 6 0.43 I 2.2 f 2.7 I 3.1 3.7 , 4.1 � 4.5 0.45 , 2.1 I 2.7 ( - 3.0 I 3.6 4.0 4.4 ' I 0.47 2.0 I 2.6 , 3.0 3.5 3.9 43 0.48 I 2.0 2.5 2.9 3A 3.8 4.2 0.50 1.9 2A 2.8 3.3 3.7 4.1 .ems" tIntensity/DurationfflnNuency Relationship for Connecticut(English Units)_ Table B-2.1 CaumBM.Mrainage Manual October 2000 i wrrr rr�rrr rr ww rr rr�r.w�www�rwwre��u��wiw wr wwr r���rr�w�; i•ii��ir�i��w�i�ii�■rrrr.���w�i n■■■s<�.s.r��s: ���s•i.���i�i rii/■r�a���i.wt��//�����is..�a��r �iaa�iaala�ia/eal�■aa■■/■■■■otmm===Manusw�IWA a = ��isEi•w a�Cit�mC" /"E/ 'a"ES// f lt//�//��I��ii t/7i�1 Irl.i•��� af�afra�a�fal■ aaaaal�a�aaw■f>t��r af��,�i■■a�� �a mmmafaf Now■■A!aaaa/ima!fa■■■i■a A �mmm; aa/al�aa mmmmmaa■■O NI■aallMan■■so■■►,a as/iM==aat: /aaal/ara/alaaa����M■■i■■■a■aai��■al alai■I Ia aIlan■t•a�aaa //aalmmmmwomo■alENEM///alno Noon Eli■a alA/awaaal=aal mmmmo■E■■!!ltltt111111 Noon lard NJrmmmmt■ ===M■■ENE■■UNN 11111 MEMO N;Alit'�mmm M-MMEMENElillillililimo®irili!!mmm�it =M-■NMENEi milli 11111 Noon Yi1M==MEN IMMINENN■1■11111111111����J11►,i1�■■■� ■■■■■■i111111111111��1�i1E�111�■■■■ ■■.:■■��Il lllll lilli���i111!1111■■■■ ■�IIII1111111111�/il �illll■■■■i ■■■■11111111111 III II/11�111111�.�■ i•a�aaa/r•i•an■�wt•■i/■al a Mall�i/,i i/■a1�/ an i•aaa/��l�a�al•/B//�■Maaa'A�+Iaaa\//■�a�/��/aras./a af�fa■a�aflf•faflflN■■f!a aff►(��r�■//!Ma��r�fa. af��aa■al■�af���■■■f�aaar�lafr.a■la■f/s�aaaaaaalaa�af/a�a�. aa/ala/a1//al�alommo■■onsoaa'AalU►A EN Noon■a////1a MMM ommonslnsols'laa►/alwmmm lmooma�matmaE. ��1•�1��■■i!!H1//11!/It■■!l�1�1�1��� • 11■ =momNOANiiii/hilt' sommilii/1r=MM■ O��i��ii��iiil►�111t<il��i�iliiil����■ rrr��.rr��r��r���w�r.�r�wrrr ■.��w�-wws�r�r�r�r.�� i�i•����a MM AM;NOW Itt Cr-m-Mii it■■r���� MM Mu, ����mummmmm Ann �a>•ai•aa/a■��rit/�M■//•��a�• maaf.aaa■m�■a■�l=�=aao■lnal !■■/I.aaaal m�m�No o�■i//ae\Oal/assa=z •a /■■I/aaaalMMMM Moon/a= �MMM /aaal/a�aa■a��at�A�/,alal!'�[a a a a !a!tea/no: al alal //aalaa�/a/a�aal aaa� as mm=NEW/our!■//aal1�m■■na/alo:!!some/a�ma■ mm �r���■�■'/!!/.l�11111t®■■t1 some�®1i t���t�� 11111 NONE!■1111MMMME �������I�i►Iilillilllo■mmiii111=1 mom r��■ ■/i®or,milli li111mm■■i11i/1MM some■ IVA 111111111000 1111M■■■■ ■■■ /1111111H111111111111■■■■■ :■ Ill 1111111111111111111■■■■■ ■ / �IIIIIIIIIIIII�Illlliill■■■■� ■�■�Ilrlllllllllillllllllllilii■■■■1 ■�/,��l���1l�11111l11��some 111111�l��■ some//■►/■��i!�i111111i1�����11111�■■■■ ■/../�■���11111111111 n�I 11 if 11 some■■■ ,, /�//■■Iiilllllllllllilllllllill■■■■■ me MINIM ' ■■11 ONE III �1111� ■ 1 ■ , !fNO jo �y y /�.i/I�/%/�Ki/�.�irl/ ►_ �� MEMO i 1111 ■�■n� / _�%%/�%.:'i%'�f'i �.•-r._ ONO S 110111 OMNI IN as OMNI �m �r iIN0 d10 _ pwog Mom 24 f�SSjk s„ MEMORANDUM To: Marcia Banach, Director of Planning From: Jeff Doolittle, P.E., Town Engineer db��, Date: March 7, 2008 Re: App 08-03P Community Christian Reformed Church — 399 Beelzebub Rd. I have reviewed the Site Plan for the Community Christian Reformed Church located at 399 Beelzebub Road. I have the following comments: 1. The site plan needs to include the sanitary sewer lateral to the house and notes that the old septic tank and leach field were previously abandoned. 2. The existing concrete dumpster pad and pavement next to the house need to be removed and replaced with topsoil and grass seed. 3. How will the dumpster fit and be accessed by trucks where proposed on the south side of the site? This location appears to be tight. 4. 1 suggest the proposed bituminous walks be concrete as the other walks on site are concrete and this will be longer lasting and more durable. 5. The plans should be labeled with phase 1 and phase 2. 6. The proposed drywell to the south east of the proposed parking lot appears to be very close to the sanitary sewer lateral and probably needs to be relocated. 7. Change the overflow pipe to drywells to 12" diameter. 8. The drainage pipe.between the two proposed catch basins in the new parking lot could be eliminated. The western catch basin should connect to a drywell with at 12" diameter pipe with at least 0.5% pitch. The overflow could be out the top of the drywell onto the lawn as long as the lawn is well established. A level spreader could be added if needed. 9. Show proposed grades in the expanded parking area by the proposed dumpster pad where there is an existing catch basin. Does this catch basin need to be reset or relocated? 10.The proposed catch basin and outlet pipe in the south west corner of the expanded parking lot to the south of the building could be eliminated. Relocate the western leak-off to carry stormwater from this parking area to the stone drain and rip rap outlet area. 11.Include elevations of the top and bottom of all proposed retaining walls and provide details for these walls. Walls over 4 feet high may need to be designed and stamped by a CT Licensed Engineer and a building permit. 12.Show the proposed concrete sidewalk to the house on sheet C3.1. Please let me know if you have any questions. Mar O8 08 08: 17p Rocco Roberts 8606737146 p, 1 CIVIL RATE+C S, LLC ROC ROBER P.E. owe,.' March 8, 2008 Mr. Jeff Doolittle, P.E.; Town Engineer Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 66074 RE: Responses to Engineering Comments Community Christian Reformed Church South Windsor, CT Dear Mr. Doolittle, We have completed a review of the comments provided by your office for the above referenced project. The following is a list of written responses to those comments. We will submit updated drawings for your review prior to 3/14/08. 1. Sanitary lateral will be shown on identified as removed and capped during Phase 11. Notes to abandoned septic components will be identified as requested. 2. Notes will be added to require dumpster pad removal and repairs. 3. The proposed dumpster will have wheels and be able to be moved out for easier access and pickup. The approach would be from the north and then turn in slightly as necessary. We will verify with trash service company if dumpster size and location is sufficient. 4. The bituminous walks were used to cut costs however we will review with the church and recommend upgrading to concrete. 5. Plans will be labeled as noted for Phase I and Phase Il. 6. We assume this is referring to Phase I and the drywall located near the new entrance to Beelzebub Street. We do not have a sketch of the san. Lateral location. 7. 12" overflows will be used- 8_ Not sure if this question refers to phase I or phase 11. Please clarify. 67 Mountain Spring Road,Burlington,CT Ph/Fax;(860)673-7146 Email:rroberts@civilstrategies.com Mar 08 08 08: 18p Rocco Roberts 8606737146 p, 2 Y' Mr.Russell Arnold March 8,2008 Town of South Windsor 9. Notes will be added to existing CB to call out reset and realign with curb line. 10. Basin was installed to provide positive drainage in the event that a snow curb is present. Otherwise the area is susceptible to ponding during winter rains. If you would prefer to remove it, we will. 11. Elevations will be added as well as a more detailed blowup for construction purposes. This wall will be a simple segmental block wall which is normally designed by the manufacturer depending on the product. 12. Concrete sidewalk will be shown- Thank you very much for your assistance with this project and should you have any additional comments or questions, please call. Sincerely, Civil Strategies, LLC �ZP'/ t Rocco Roberts, P.E. Owner 07-02b responses to town comments-ENG.doc Z�WN Sfq F • ° 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 l�OSOR-CO TELEPHONE (860) 644-2511 rr-� DO TC D) CERTIFIED MAIL 7007 1490 0000 3753 7362 February 29, 2008 Civil Strategies LLC 67 Mountain Spring Road Burlington CT 06013 Dear Mr. Roberts: Re: Appl # 08-03P Avery Street Christian Reform Please be advised that the Regular Meeting of the Planning 8v Zoning Commission in the above referenced matter has been scheduled for Tuesday, March 11, 2008 at 7:30 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the hearing to represent the application. One sign advertising the hearing must be posted on the property for ten (10) consecutive days prior to the hearing and must be clearly visible from a town street. Please have one sign posted on 399 Beelzebub Road and by February 29, 2008. Signs can be obtained in the Planning Department. Sincerely, 'Maj ' Maria D. Acevedo Administrative Secretary South • • Planning Department Memo To: Rocco Roberts, P.E.for Civil Strategies, LLC From: Marcia A. Banach, Director of Planning Date: 03/11/08 Re: Appl#08-03P,Avery Street Christian Reformed Church Planning Department review comments for the above-referenced application: 1. The applicant still has not submitted the required$95.00 application fee 2. The name on the maps should be corrected to Avery Street Christian Reformed Church 3. Key Map must be submitted in conformance with Section 8.6.1. General Comments The Commission will not approve two different options.The plans should reflect phases: phase 1 (sheet C.2.1)and phase 2(sheet C.2.0). The applicant could chose to just build phase2(which appears to incorporate the improvements shown on sheet C.2.1)if approved showing phases. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail michele.lipensouthWndsor.org 0 Page 1 'COW N S fq C� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �OSOR•co�� TELEPHONE(860) 644-2511 CERTIFIED MAIL 7007 1490 0000 3753 7409 March 11, 2008 Civil Strategies LLC Rocco Roberts 67 Mountain Spring Road Burlington CT 06013 Dear Mr. Roberts: Re: Appl # 08-03P Avery Street Christian Reform Please be advised that the Regular Meeting of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, March 25, 2008 at 7:30 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the hearing to represent the application. One sign advertising the hearing must be posted on the property for ten (10) consecutive days prior to the hearing and must be clearly visible from a town street. Please have one sign posted on 399 Beelzebub Road and by March 14, 2008. Signs can be obtained in the Planning Department. Sincerely, �rl Azq4 Maria D. Acevedo Administrative Secretary March 20,2008 Certified 7002 3150 0002 0356 3199 Mr.David Hiskes 399 Beelzebub Road South Windsor,CT 06074 RE:Appl.#08-03P-Avery Street Christian Reformed Church Dear Mr.Hiskes, At the March 19,2008 regular meeting,the Inland Wetlands Agency/Conservation Commission approved appl. #08-03P -Avery Street Christian Reformed Church—399 Beelzebub Road—Conservation commission application for an addition to an existing building,parking and associated improvements on property located east of Avery Street and south of Beelzebub Road. Rural Residence(RR)zone. This approval is subject to the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. 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 March 19,2013. It is the landowner(s)/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. 6. A bond of$2,000.00 will be carried over from the previous application for Avery Street Christian Reformed Church to ensure compliance with erosion and sedimentation control measures. Very truly yours, Elizabeth A.Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION CC: Chief Building Official Appl #08-03P, Avery Street Christian Reformed Church 3/25/08 Planning Department Report 1. Request for site plan approval for the reconstruction and expansion of the existing parking areas for the church located at 399 Beelzebub Road, RR zone. Site size is approx. 3.1 acres. Maximum impervious coverage allowed is 50%; 49+% is proposed. 2. The proposal is to add a total of 36 spaces in two phases. In the first phase the parish house will remain with additional 15 parking spaces proposed. In the second phase, the building would be removed and adding another 12 spaces (totaling 27 in the lot).There are nine spaces proposed as an extension of the southern parking area. The applicant could chose to bypass phase 1 and just build it all at once. 3. The new parking area proposed to the north will have its entrance off of Beelzebub Road. The parking requirement for this use is based on the number of seats. The parking regulation required 117 parking spaces; 114 spaces with a waiver of 3 spaces was granted in 2005. These additional spaces will be above the required. 4. The applicant is proposing 3 new lights in the new parking area and 2 new lights along the southern property. The new poles will be 16 ft high, and will have full cutoff fixtures. A lighting plan must be submitted to ensure light levels near property boundaries do not exceed our requirements for light spill across boundaries. 5. There are no regulated wetlands on the site, however there will be over 20,000 sf of disturbance. The applicant appeared in front of IWA/CC on 3/19/08 and received conservation plan approval. The Commission is recommending a bond in the amount of$2,000. for erosion and sedimentation control If this application is approved, the planning department requests, in addition to items already noted, that a key map be provided as required by the site plan submittal regulations. D U ap �py1N Sf4 C J � V m wo 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �JhOSOR•c° TELEPHONE (860) 644-2511 CERTIFIED MAIL 7007 1490 0000 3753 7423 March 27,2008 Mr. David Hiskes 399 Beelzebub Road South Windsor CT 06074 Dear Mr. Hiskes: Re: Appl#08-03P, Avery Street Christian Reform Church We are pleased to advise you that the Planning& Zoning Commission voted on March 25, 2008 to approve the above referenced application for a site plan modification for expansion of parking (36 additional spaces) for property located at 399 Beelzebub Road, RR zone. This is shown on plans prepared by Civil Strategies LLC, dated 2/11/08, as revised. This approval is subject to the following modifications: l. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. . No building permit 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,including a bond in the amount of$2,000 for erosion and sediment control. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 5. A landscape bond in the amount of$1,000 is required and must be submitted prior to filing of mylar's. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 8. The building street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 10. The Town Engineer's review comments dated March 7, 2008,must be addressed to the Town Engineer's satisfaction. 11. A key map must be provided in accordance with site plan application requirements. Black and white transparent mylars of Sheet C2.0 and C2.1 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, t �a C k sm�/k l; Patrick Kennedy, Chairman Planning and Zoning Commission PK/bmm cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Rocco Roberts DVI N SF4 co a . 7-0� 01P Sou� ?d&U&191t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSOR-CO TELEPHONE (860) 644-2511 Certified #70142120000332144372 March 17, 2017 Avery Street Christian Reformed Church 399 Beelzebub Road South Windsor, CT 06074 RE: Appl. #08-03P—Avery Street Christian Reformed Church —399 Beelzebub Road Dear Mr. Hiskes: At the March 15, 2017 regular meeting, the Inland Wetlands Agency/Conservation Commission approved a five year extension for Appl. #08-03P—Avery Street Christian Reformed Church —399 Beelzebub Road —Conservation Commission application for an addition to an existing building, parking and associated improvements on property located east of Avery Street and south of Beelzebub Road. Rural Residence (RR)zone, with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. 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 March 15, 2022. It is the landowner(s)/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. 6. A bond of$2,000.00 will be carried over from the previous application for Avery Street Christian Reformed Church to ensure compliance with erosion and sedimentation control measures. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairperson EW/dt cc: Director of Planning Chief Building Official Page 1 of 1 Lipe, Michele From: Joe Christians Doe.christians@att.net] Sent: Monday, March 13, 2017 4:09 PM To: Lipe, Michele Cc: 'David Poolman'; 'Barry Priest'; dahiskes@sbcglobal.net Subject: extension request for site plan Application#08-03P Hi Michele, As we discussed today,on behalf of Avery Street Christian Reformed Church, I'd like to request a 5-year extension of site plan application#08-03P,which describes an expansion of parking(36 additional spaces) at the property located at 399 Beelzebub Road in South Windsor. Please add this item to the agenda of your March meeting. As I understand it there is no fee associated with this request. Thank you very much for your consideration. Please don't hesitate to contact me with any comments or questions. Best regards, Joe Christians Council President Avery St.Christian Reformed Church Home: 860-896-1640 Work: 860-565-9146 3/13/2017 ��rylN Sf4 cl) ' x F ^ a 7101� �s_o� ?V/,& &L G S � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �f�OSox.00 TELEPHONE(860) 644-2511 March 30,2017 Avery Street Christian Reformed Church Joseph Christians 399 Beelzebub Road South Windsor, CT 06074 Dear Mr. Christians: Re: Appl. 08-03P,Avery Street Christian Reformed Church Five Year Extension We are pleased to advise you that the Planning & Zoning Commission voted on March 28, 2017 to grant a five year extension to the site plan of development approval originally granted on March 25, 2008. This approval is subject to all previous approval modifications in the letter dated March 27, 2008 (enclosed): l. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit 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, including a bond in the amount of$2,000 for erosion and sediment control. 4. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 5. A landscape bond in the amount of$1,000 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. 7. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 8. The building street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 10. The Town Engineer's review comments dated March 7, 2008,must be addressed to the Town Engineer's satisfaction. 11. A key map must be provided in accordance with site plan application requirements. This site plan five year extension will expire March 28, 2022. Black and white transparent mylars of Sheet C2.0 and C2.1 with approval letters must be submitted 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. Sincerely, Gary Bazzano, Chairman Planning&Zoning Commission Enclosure GB/llz