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Home My WebLink About13-36P Sudden Service TOWN OF SOUTH WINDSOR PLANNING & ZONING C 'vED APPLICATION F RM Application Number: ) 141 A(ftF6 � Official Receipt Date: South wwww Munis Application #: SOUTH WN)SOR PLMIIING DEPT. APPLICANT: PROJECT NAME: 5 � A> l-e,,11'i lIe C Ad/ 556w'e' COMPLETE LOCATION OF PROPERTY: �ya Sc�l/r`s�Gr�V Ale ' OWNER OF RECORD ON LAND RECORDS: OWNER ADDRESS: ��Gfli�/�- �'d//r`rt' r? �C� lr'r+'a / S, GIS PIN # B 56 6 8T® ZONE 1peeet! e00f W11r'`aKC`a'C ) NAME, ADDRESS,TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED �,Q/f _DD gla0—la yq , (iG Cl/Q' �Gtd $cc�GrP6L n/e,Pe Estimated presentation time: 1 Otb; 36z1030 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) Site Plan of Development ❑ New Modification Building(s) Sq Ft 44 d® O ❑ General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or ❑ Accessory Apartment(Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) *An Application Pending Sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. z_n J S�aA �0,4pl�v ��eon Signature of Applicant Signature of Property Owner TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION FOR SITE PLANS APPLICANTd PROJECT NAMES This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items'1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. 1. On each sheet for plans or maps, title block with the following information: a. Name, address and telephone of applicant. f/ b. Name,address and telephone number of Land Surveyor or Professional Engineer. Cl- c. Name of Development. d. Date when drawings were made. 2. An overall map drawn to a scale of 1 inch equals either 100 feet or 200 f. . This map will show the overall design of the Development and grounding property within 500 feet. a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. C� b. Outline of buildings. c. Layout of streets. d. Surrounding property boundaries-within 500 feet. 1/ e. Names of abutting property owners. f. Proposed open spaces and recreation areas. g. Driveway cuts on abutting properties and any properties across from proposed site. h. Distance to and name of nearest intersection street. 1 r d. Existing and proposed water and-all existing utilities. e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively.level land, the contours shall be one - foot intervals and spot elevations. /`D -too g . Regulated wetlands and 100-year floodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain Fines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. i. Connections of all springs into proposed storm drainage system as needed j. Location and indications of existing brook channels, and 100-year flood limits. L k. A-2 &T-2 Certification; P.E & L.S. Seals. 6. Landscaping plan i 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. 8. Traffic Report _ 9. Site Lighting Plan 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. 3 ter"�/291201:3 11:23 1 f UPS STORE ^ /PAGEn1 01101 bud ?{ 19 e.5 cc des c� e Ame:o-, 5 T' i I� `' ter s� sl�c4 wcQlv.$ �oxtsl Z-�p- .ors �� ,u.�� '�l_, , ��`►�P �t:��^1�� and m I, a 14C.�e! S�`='`c'`c1,.3- t�tt� ��f3-`�•!'•-•-J Ce.o,��t`� � ��U'k Ci �� Wn.e. '- Vron-d 47ioar 'M;Ied by 51 bcG.4 doors . 1,40-� ��,'�;>a�� t�rt�j`� `� �F ��2. ��'�„a.:ts� p�ss,bl�.. ��.r�n �lye�� .mfr3•oetja_ Sumct vNa", f?�a J �?�» ., •hP. ro r• �•S7a t{I�1° : An Secflnd s4aoc �or��e- tartlet Cverl�"uA -� 1�" z5 12iso 'I � tTnaas r� �a' tt=?1e .. :_, LLJ EL IL co s s.c� sfu s s. s: • o � sal � � • ll-i ' �Sa' DC 9 . "----�-'"-'ice• IM ... .,. cn co LO ril joQ : LD �. '. �. m ,r 131366 -26' FLOOR i Ft f 6"O.C. THIS DWO.PREPARSD FROM COMPUTER INPUT LOADS&OFAENSONS)SUBMITTED BY MUSS IWfFA. u, chord 432 SP 24Wf-2.OE:T2 br2 SA_01_130: W coMlnwus stegnpbaek.Sae detail SMSC ISS0211 for brad,ng and Udging rscominandailw% Chord 42 SIP 240DF2,0E tr3 Nets 44 S"2_130 Ek,&olfen ostIrrWo assumes composAe eCtfon with single layer of the approprWe span rated llua-nailad wood sheathing. dfergrades designated i th 11W vse destn%Wuss approved iW2013 by ALSO Altoch notched end vartical(s)to noxt and vertical using 13}gty.IOdI=or 0.123+:Q m qty.1.N2'leg 1 SGaga t"wide(minimum}Crown staples on each na{rowi aco. 9`n nz8s through yids face or(3) W ;.tTVERT OEPL:LL:D.ED"AL•0.10"recoaxttandsd camber t!4^ 1J Pulins are shown to indhate required spacing only.Purfin size,Qrada,adenletlan and placement stu3icomply eitlt the Building L Le clly brace c panels T1 fatally brace chords follows: a g�RD SPACING &TRRT(0.L END(Fr) Trusses to be spaced at 16.0'OC matdmum, l purlins to artyciwrdd above or bsfawrd ors Te 2 T1 Gon masts 11480Ine and Lt360 tote W.creep increase factor for dead load is 1-10. 4"00 unless shown otitermn.above. Truss=0 Ee tnslaued as shown with,top ciwrd up. 25"4-+� LL �- -� fri �+-26"12-«}+ 2b"12-+�+-2'6"12-►f+-26"12 �+-2's'9 -+j i�- -«�+--3'6---�-21 r l.? 2W 12-� �t 28"4--+-2Yi"1i 2-+-Ze-12-+-2-6.12-+--2VI2 �+' �-27"8--+--2'8'12-�+-2W12-+-2-8.4 W-3X4 112X6 _ _ II2' s6 6 -5 12X6 =5 8 W_3 4 ®6X8 11 8 -6X6 W T "�' W3 W + 2 W W2 W2 WY W2 W T I ca Y12 WB W6 yy2 W6 W6 VP1 n3X4 a m W=SSD312 ASX4 ('- 2'g'12�-�+---- 5"1"8 ---�•-5-1•$----•�•� -•�+ 2'1"g-�+----V 1'6-- �`-2`3'12-+{ + 25. 5V14 -r�fl. 55-1-6 T'l' 2E"4 T 0- 25' LL1 to OJ � 1322i t R=244#WM 3' (Rigid Surlace) R=22441f acef RFligid Suriaca} =TJIG=24'11-7 RIGHTJiG=24'117 LL� SC.= F1 16"O.C. SECT= 670035 TNP WAVE l+sOWWrr-WrM7KtW FTATOZA")ICItt QTY 1 TOTAL-1 REV. 12.03.00.1116,01 SCALE=0.2500 r'"- "Vi p 1"ABAD ANQ 01V ALL rMG ON THf6 DRAIYINGI "f3iFNI ANW"FU WIeNTNIao'NINGTOILLOC/VIRhUMR6fNdt'm THEIN&SALLER2, MILL 125.Ops# REF Trtssa.,up unilrt wu afv.ratero• sr+bPkq '/pd+�rbri10.PAl+bad fda.ReynM�S{bn UtTS.I 1 Bbnutbi,hrTPlml Ynr:W rz ukt� t77 j::Fj4., P*■ P��vnn aau3{a�ara.w arzi TC 1}L 10.Opsf QATE 06.23.2013 � �i(; (y iOldOf.%I,OC\{F4CHItifNrrV.Mppft b'✓4�1CIR76ll�rgiri70�htb"d1CRl A 4ue5n.t f/aDNif �fcertq. Oslo," gVil wlr/IM1hYlMldwin 1.0 i9 a `v. •�,r�,. bc��qy Se�bcsxexmeleraa{o,e:w><-.baf�w prmsaR+y,nm BC QL p DRWG 0 as n+se.rpsa{lv7*z .,w,,.,.,{muaaierba+ra w4u rofoadkerw a asrsna° ,zr«n�.a.er+mrame BOLL O.ap`sf is awowr.� ru�000bccwrteenaias+srhe+r �4,{w,nt,e�rra 1711 r.brr 4 Ad wsakcaRmaui rn FNSYrfl{.aruwrdvX sr4pYa i{YgkRm tfitroac Fabricators ,,.,d„�,,oftcrc„pe,elu",r *VftW*W*=PWKtOfF-isob,, TOT.LD. i3B.Ups# aFkLEN. 25 L. It.,P,ko. C.-l",,PA 175G udMlNaM N MMrnrafrin sAtw7c TMWW11r•,suu KlN tffiaMy JOB„F-(7171 113136fi '�' ".,. Fx�uYfsrrvYM»fU&taboge,arJ w..WW vn l,Ciewibslcf: rxeccr,.s.� irn t;a�;vRci .s+ uruticr:. .ta a SPACING 160 ITYpe S`r42 4� ENDWALL 1 SIDEWALL 1 4� t. ENDWALL 2 SIDEWALL 2 DEALER INFO. CUSTOMER INFO. BUILDING DESCRIPTION Customer Approval PRoJ:P10A-15535-01-01 QESTER New England Buildings Tim Starr 50'-0"x80'-1"x18'-0" 39 Winchester Lane 621 Main st U2C BU/LD/NSS Plymouth,MA 02360 South Windsor,CT 06074 QP062013 ^"w, PROPO"S"Ad DRAWINGS ONLY for C�tftxllon DATE: 8/1/2013 Not To Sole JOB PUDELER ENGINEERING SHEET NO. OF Civil Engineering•Land Surveying 201 West Rd., S.Windsor,CT 06074 CALCULATED BY DATE (860)610-0001 Fax(860)282-7726 CHECKED BY DATE SCALE a PRODUCT 204-1(Sine Sheers)205-1(Padded) 1 Hydrograph Return Period Recap Hyd. Hydrograph Inflow Peak Outflow(cfs) No. type Hyd(s) Hydrograph description (origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50 Yr 100-Yr 1 SCS Runoff — — 1.53 — 1.63 3.12 4.14 4.60 5.35 Exist.to rear CB 6 SCS Runoff — 1.23 — 1.29 2.21 2.81 3.08 3.51 Prop.rear CB 10 SCS Runoff — 0.32 0.35 0.84 1.19 1.35 1.62 prop.rear to pond Proj. file: SW-26.gpW Friday, Aug 30 2013, 2:14 PM Hydraflow Hydrographs by Intelisolve _Hydrograph Summary Report Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograp►► No. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (Cult) (ft) (Cufl) 1 SCS Runoff 3.12 1 722 8,480 — — Exist.to rear CB 6 SCS Runoff 2.21 1 722 6,067 — ---- Prop.rear CB 10 SCS Runoff 0.84 1 726 2,760 — —— —.— prop.rear to pond SW-26.gpw Return Period: 10 Year Tuesday, Sep 3 2013, 10:57 AM Hydraflow Hydrographs by intelisolve _Hydrograph Summary Report Hyd. Hydrograph Peak rime rime to Volume Inflow Maximum Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (ft) (cult) 1 SCS Runoff 4.14 1 722 11,261 — Exist.to rear CB 6 SCS Runoff 2.81 1 722 7,787 — ----- Prop.rear CS 10 SCS Runoff 1.19 1 726 3,857 — _.__ prop.rear to pond SW-26.gpw Return Period: 25 Year Tuesday, Sep 3 2013, 10:57 AM Hydraflow Hydrographs by Intelisolve ,Hydrograph Summary Report Hyd. Hydrograph Peak Time Time to Volume inflow Maximum Maximum Hydrograph No. type flow Interval peak hyd(s) elevation storage description (origin) (cis) (min) (min) (cult) (ft) (cuft) 1 SCS Runoff 4.60 1 722 12,527 -- — Exist to rear CB 6 SCS Runoff 3.08 1 722 8,560 --- — Prop.rear CB 10 SCS Runoff 1.35 1 726 4,367 — — prop.rear to pond SW-26.gpw Return Period: 50 Year Tuesday, Sep 3 2013, 10:57 AM Hydrallow Hydrographs by Intelisolve Hydrograph Summary Report Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage description (origin) WS) (min) (min) (tuft) (ft) (cuft) 1 SCS Runoff 5.35 1 722 14,622 — — — Exist.to rear CB 6 SCS Runoff 3.51 1 722 9,828 — ---- --- Prop.rear CB 10 SCS Runoff 1.62 1 726 5,223 — --- prop.rear to pond SW-26.gpw Return Period: 100 Year Tuesday, Sep 3 2013, 10:57 AM Hydrallow Hydrographs by Intelisolve Hydrograph Plot Hydraflow Hydrographs by Intelisoive Friday,Aug 30 2013,3:0 PM Hyd. No. 1 Exist. to rear CB Hydrograph type = SCS Runoff Peak discharge = 1.53 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.980 ac Curve number = 78 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 - Time of conc. (Tc) = 2.34 min Total precip. = 3.20 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=4,247 cult CfsExist. to rear CB Q( ) Hyd. No. 1 —2 Yr Q(Cfs) 2.00 2.00 1.00 1.00 0.00 0.00 0 2 5 7 9 12 14 16 19 21 23 26 Hyd No. 1 Time(hrs) Hydrograph Plot Hydratlow Hydrographs by Intelisolve Friday,Aug 30 2013,3:0 PM Hyd. No. 1 Exist. to rear CB Hydrograph type = SCS Runoff Peak discharge = 3.12 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.980 ac Curve number = 78 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of cone. (Tc) = 2.34 min Total precip. = 4.80 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=8,480 cult Exist to rear CB Q(Cfs) Hyd. No. 1 —10 Yr Q(cfs) 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 2 5 7 9 12 14 16 19 21 23 26 Hyd No. 1 Time(hrs) Hydrograph Plot Hydraflow Hydrographs by Infelisolve Friday,Aug 30 2013,3:0 PM Hyd. No. 1 Exist. to rear CB Hydrograph type = SCS Runoff Peak discharge = 4.14 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.980 ac Curve number = 78 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of conc. (Tc) = 2.34 min Total precip. = 5.77 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=11,261 cult Exist to rear CB Q O Hyd. No. 1 —25 Yr Q(cfs) 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 2 5 7 9 12 14 16 19 21 23 26 Hyd No. 1 Time(hrs) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Friday,Aug 30 2013,3:0 PM Hyd. No. 1 Exist. to rear CB Hydrograph type = SCS Runoff Peak discharge = 4.60 cfs Storm frequency = 50 yrs Time interval = 1 min` Drainage area = 0.980 ac Curve number = 78 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of conc. (Tc) = 2.34 min Total precip. = 6.20 in Distribution = Type iil Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume 12,527 cult Exist to rear CB Q WS) Hyd. No. 1 --50 Yr Q MS) 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0 2 5 7 9 12 14 16 19 21 23 26 Hyd No. 1 Time(hrs) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Friday,Aug 30 2013,3:0 PM Hyd. No. 1 Exist. to rear CB Hydrograph type = SCS Runoff Peak discharge = 5.35 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.980 ac Curve number = 78 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of conc. (Tc)= 2.34 min Total precip. = 6.90 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 HydmgWh volume=14,622 cult Exist. to rear CB Q(S) Hyd. No. 1 —100 Yr Q(cfs) 6.00 6.00 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 1.00 0.00 0.00 0 2 5 7 9 12 14 16 19 21 23 26 Hyd No. 1 Time(hrs) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Friday,Aug 30 2013,3:0 PM Hyd. No. 6 Prop. rear CB Hydrograph type = SCS Runoff Peak discharge = 1.23 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.560 ac Curve number = 85 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of cons. (Tc) = 1.80 min Total precip. = 3.20 in Distribution = Type'III Storm duration =24 hrs Shape factor = 484 Hydrograph Volume=3,350 cuft - Prop. rear CB Q(cfs} Hyd. No. 6—2 Yr Q(cfs) 2.00 2.00 1.00 1.00 0.00 0.00 0 2 5 7 9 12 14 16 19 21 23 26 Hyd No.6 Time(hrs) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Friday,Aug 30 2013,3:0 PM Hyd. No. 6 Prop. rear CB Hydrograph tvpe , = SCS Runoff Peak discharge = 2.21 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.560 ac Curve number = 85 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of conc. (Tc) = 1.80 min Total precip. = 4.80 in Distribution = Type Ili Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=6,067 cuff Q(Cfs) Prop. rear CB Hyd. No. 6—10 Yr Q(cfs) 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.0 2.3 4.7 7.0 9.3 11.7 14.0 16.3 18.7 21.0 23.3 0.00 Hyd No. 6 Time(hrs) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Friday,Aug 30 2013,3:0 PM Hyd. No. 6 Prop. rear CB Hydrograph type = SCS Runoff Peak discharge = 2.81 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.560 ac Curve number = 85 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of conc. (Tc) = 1.80 min Total precip. = 5.77 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=7,787 cuR Prop. rear CB Q(cfs) Hyd. No.6--25 Yr Q(S) 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0.0 2.3 4.7 7.0 9.3 11.7 14.0 16.3 18.7 21.0 23.3 Hyd No. 6 Time(hrs) Hydrograph Plot Hydraltow Hydrographs by Intelisolve Friday,Aug 30 2013,3:0 PM Hyd. No. 10 prop. rear to pond Hydrograph type = SCS Runoff Peak discharge = 0.84 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.430 ac Curve number = 69 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of conc. (Tc) = 8.20 min Total precip. = 4.80 in Distribution = Type III Storm duration =24 hrs Shape factor = 484 Hydrograph Volume=2,760 cult Q(Cft) prop. rear to pond Hyd.No. 10—10 Yr Q O 1.00 1.00 0.90 0.90 0.80 0.80 0.70 0.70 0.60 0.60 0.50 � 0.50 0.40 0.40 0.30 0.30 0.20 0.20 0.10 0.10 0.00 0.00 0 2 5 7 9 12 14 16 19 21 23 26 Hyd No. 10 Time(hrs) Hydrograph Plat Hydratlow Hydrographs by Intelisolve Friday,Aug 30 2013,3:0 PM 3 Hyd. No. 10 prop.. rear to pond Hydrograph type = SCS Runoff Peak discharge = 1.19 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.430 ac Curve number = 69 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of cony (Tc) = 8.20 min Total precip. = 5.77 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=3,857 cult Q(Cfs) prop. rear to pond Hyd. No. 10—25 Yr Q( � 2.00 2.00 1.00 1.00 0.00 0.00 0 2 5 7 9 12 14 16 19 21 23 26 Hyd No. 10 Time(hrs) Hydrograph Plot Hydraflow Hydrographs by Intelisolve Friday,Aug 30 2013,3:0 PM Hyd. No. 10 prop. rear to pond Hydrograph type = SCS Runoff Peak discharge = 1.35 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.430 ac Curve number = 69 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of conc. (Tc) = 8.20 min Total precip. = 6.20 in Distribution = Type Ill Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=4,367 Cuft Q(off) prop. rear to pond Hyd. No. 10—50 Yr Q(Cf$) 2.00 2.00 1.00 1.00 0.00 1 1 1 1 1 1 0.00 0 2 5 7 9 12 14 16 19 21 23 26 Hyd No. 10 Time(hrs) Hydrograph Plot • Hydraflow Hydrographs by Intelisolve Friday,Aug 30 2013,3:0 FM Hyd. No. 10 prop. rear to pond Hydrograph type = SCS Runoff Peak discharge = 1.62 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.430 ac Curve number = 69 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of conc. (Tc) = 8.20 min Total precip. = 6.90 in Distribution = Type Ill Storm duration = 24 hrs Shape factor = 484 - Hydrograph Volume=5,223 cult Q(Cfs) prop. rear to pond Hyd.No. 10- 100 Yr Q( ) 2.00 2.00 1.00 1.00 0.00 0.00 0 2 5 7 9 12 14 16 19 21 23 26 Hyd No. 10 Time(hrs) SUDDEN SERVICE 8/26/12 1:09 PM POND STORAGE VOLUME Average End Area 90:5 - 3820.49 90 3060:84, 0.5 1720.333 -- 89.5 2364.22 0.5 1356.265 89 ..17fi4.13 0.5;,1019.588 88.5 117.27--." 0.5 '"457.85 88 5911:06 0.5 177.0825,..,-. 87.75 0 0.25 73.8825 4805 CU.FT. Average End Area 8/27/13 2:36 PM 90.5 4054.95 90 3285.73 0.5 1835.17 89.5 2581.47 0.5 1466.8 89 1925.25 0.5 1126.68 88.5 1320.8 0.5 811.5125 88 747 0.5 516.95 87.75 0 0.25 93.375 5850.488 CU.FT. Roll of barbed wire Cralvani�ari (Page 1 of 1) r Volume 538 Page N° 482 i •RIGHT OF WAY a • } FDR VALIMA CONSIDERATION, receipt of which is hereby acknowledged, i KEVIN MINGUY and MARD F. SHARP, both of the Town of South Windsor, County of Hartford and State of Connecticut, hereby grant unto each other i their successors and assig ns a right of way, for the purposes of which a public highway is customarily used, over the following described parcel of land located on the north side of Sullivan Avenue in the Town of South Windsor, County of Hartford and State of Connecticut. Said.Right of Way is more fully described and shown on a certain map or plan entitled, -PROPER'19f OF KEVIN MINGUY, SOLLIVAN AVENUE, SOUTH WINDSOR, Cr, Lucek Engineering Assoc. Inc., Scale: 1"-40' Drawn K6JK, Checked EWL, Dated iO-1-87 Rev. 5-31-88, Project 87-93, Sheet 2 of 2" and applies to that area on said map shown as the."32' common driveway". TO HAVE AND TO HOLD, the premises unto them, their successors.and ` assigns forever. I IN WITNESS HEREOF, KEVIN MINGUY and EUKARD F. SHARP have hereunto caused their hands and seals to be affixed this day of September, • 1988. Signed, sealed and delivered in the presence of: / Kevin Minguy Edward F. Sharp STATE OF 020=1CLITs : SS : South Windsor OOUNPY OF HARTFORD: Personally appeared KEVIN MINGUY AND M ARD F. SHARP, signers and sealers of the foregoing instrument and acknowledged the same to be their free act and deed, before me. :;F.CLIVED FOR RECOR�Er : a saes 19 AT 5 `�- /� ii i ,rA RFCORDEOIN SOOUTTHWINDSOR p ASSISTANT TOWN CORK L Book:538,Page:482 PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 9-4-13 TO: Matt Galligan, Fred Shaw, Michael Gantick, Rich Bond,Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Sherry McGann,Ron Asselin, John Caldwell, Dennis Sheridan FROM: Michele Lipe, AICP, Town Planner The Planning &Engineering Departments have received plans for the following projects: Appl 13-36P, Sudden Service Addition Location: 840 Sullivan Ave ® Site Plan ❑ Subdivision No. Acres 2.2 Zone GC ❑ Industrial ® Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 4,000 sf free standing storage building Future Town-owned property involved? ❑ Yes ® No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 9-20-13 and return to the Planning Department. Page 1 of 1 Zarambo, Lauren L. From: Shaw, Fred Sent: Monday, September 09, 2013 9:37 AM To: Zarambo, Lauren L. Subject: RE: Two In House Referral Requests Lauren: have reviewed Applications 13-36P and 13-37P and have no review comments to offer. C. Frederick Shaw Superintendent Pollution Control Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 TEL: (860)644-2511 EXT. 247 CELL: (860)803-8886 FAX: (860)644-7280 EMAIL:fred.shaw(absouthwindsor.org From: Zarambo, Lauren L. Sent: Wednesday, September 04, 2013 11:29 AM To: Asselin, Ronald; Bond, Richard; Caldwell, John; Doolittle, Jeffrey; Dougan, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; McGann, Sherry; Owens, Mark; Shaw, Fred; Sheridan, Dennis; Summers, Walter Subject: Two In House Referral Requests Please find attached In House Referral Forms for the following two PZC applications: Appl.13-36P, Sudden Service Site Plan of Development, 840 Sullivan Avenue Appl.13-37P, DeMallie Coverage Text Amendment(which includes amendment description) Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6074 86o.644.2511 ext 253 9/9/2013 Page 1 of 1 Zarambo, Lauren L. From: McGann, Sherry Sent: Wednesday, September 04, 2013 1:31 PM To: Zarambo, Lauren L. Subject: RE: Two In House Referral Requests Hi Lauren, The health department has no comments or concerns regarding these two In House Referral Forms. Sherry McGann,as,nEms xxs Environmental Health Officer Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 (860)-644-2511 ext.248 www.southwindsor.org From: Zarambo, Lauren L. Sent: Wednesday, September 04, 2013 11:29 AM To: Asselin, Ronald; Bond, Richard; Caldwell,John; Doolittle, Jeffrey; Dougan, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; McGann, Sherry; Owens, Mark; Shaw, Fred; Sheridan, Dennis; Summers, Walter Subject: Two In House Referral Requests Please find attached In House Referral Forms for the following two PZC applications: Appl.13-36P, Sudden Service Site Plan of Development, 840 Sullivan Avenue Appl.13-37P, DeMallie Coverage Text Amendment(which includes amendment description) Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6074 86o.644.2511 ext 253 9/4/2013 qO•�N SFTio-� O-P Sou� ?d&U&,Ot C 5 � �, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 sox•c° TELEPHONE (860) 644 2511 September 12, 2013 Mr. Edward Sharp Sudden Service 840 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Sharp: Re: Appl. # 13-36P, Sudden Service Site Plan Modification, 840 Sullivan Avenue Please be advised that the above referenced matter has been scheduled on the Planning and Zoning Commission agenda for Tuesday, September 24, 2013. The Regular Meeting is held in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue, following the Public Hearing which begins at 7:30 p.m. in the Council Chambers. Someone must be present at the Regular Meeting 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. The sign must be posted on Sullivan Avenue by Saturday, September 14, 2013. Signs can be obtained in the Planning Department. If you have any questions, feel free to call 860- 644-2511 Ext 253, Monday- Friday, 8:00 a.m. - 4:30 p.m. Sincerely, Lauren Zarambo Planning Department Secretary 09/23/2013 MON 12:08 FAX 210 349 2464 ERCC OFFICE 0001 *** FAX TX REPORT *** TRANSMISSION OK JOB NO. 0575 DESTINATION ADDRESS 98,602827726 PSWD/SUBADDRESS DESTINATION ID ST. TIME 09/23 12:06 USAGE T 01' 30 PGS. 2 RESULT OK -- 1540 Sutiiyan Avemse - South Windsor,CT:06074 Phone-(860)644-2541 Faic(860}644-7280. Town of South Windsor Fax. To: e 14Ole— -Q r Fes; Fauc Cam. G I�DD�G � �1�ree�ih Date: �!hoo / e Y S Re. 0 Urgent r Review [7 Please t.o mment E3 Please.Reply Please Recycle Y _ 1�-�v Y'��mil.�J��• � i h�-.�Y'� n 1540 Sullivan Avenue South Windsor,CT 06074 Phone:(860)644-2511 Fak:(860)644-7280 Town of South Windsor , ax TO: 11-C L e i� From: Fa)c 77� Date: Z-3 Phone: ® 0 Pages: r O � hGw` pf� h C'oU�' S Re: wol(TP�1'1 YIJ/C � CC: ❑Urgent r Review ❑Please Comment ❑Please-Reply ❑ Please Recyc 'le - NI MEMORANDUM To: Michele Lie Town Planner p , From: Jeffrey Doolittle, Town Engineer Date: 9/2011 3 RE Application.13-36P-Sudden Service. 840 Sullivan Ave. Engineering has reviewed the site plan received for the above site and has the following comments: 1. The proposed sidewalk in the front should extend as close to the south west property comer as possible. 2. Include a detail for an 8 inch thick reinforced concrete dumpster pad. 3. Provide the factors and calculations used to determine the stormwater flow from the site, pre and post development. 4. The proposed retention basin should have an emergency overflow spillway or piped high level outlet to the existing CB in case it fills with water. Based on the test pit data, the bottom of the basin will be in clay and there will not be much if any infiltration from this basin into the ground. Please contact me if you have any questions. co O J a , Q To� O-P S-Oam ?d&U1&)1t y a 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 r�OSOR-c° TELEPHONE(860) 644-2511 Certified September 24,2013 Edward Sharp Sudden Service 840 Sullivan Ave South Windsor, CT 06074 RE: Appl.#13-36W, Sudden Service Minimal Impact Application, 840 Sullivan Ave. General Commercial (GC)Zone Dear Mr. Sharp: The Inland Wetlands Agency/Conservation Commission, through staff has approved minimal impact application#13-36W, Sudden Service Minimal Impact Application, 840 Sullivan Ave. Inland Wetland/Conservation Commission minimal impact application for the construction of a detatched storage building and stormwater structures within the upland review area(Assessor's Map 100,parcel #3). This approval is subject to the following conditions: 1. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed.operation or use. 2. The permit is valid for five years and shall expire on September 24,2018. It is the landowner(s)/appiicant(s)responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 3. Erosion controls must be placed so as to prevent sediment from entering the wetland area. 4. An erosion control bond in the amount of$2000.00 must be submitted. 5. All additional approvals required must be obtained and submitted prior to any activity on the site. 6. The applicant shall cause notice of the decision to be published in a daily newspaper having a general circulation in the Town. The notice must be published within ten (10) days of the receipt of the decision. The applicant must notify the Planning office of the date of publication and fax or mail a copy of the published legal notice. Appeal of this decision may be brought to the Agency within fifteen(15) days after the publication date of the notice. Very truly yours, CAW Jeffrey H.Clger, Environmental Planner INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION cc: Inland Wetland/Conservation Commission Director of Planning Chief Building Official S2 80'-1 1/2":OUT TO OUT OF BUILDING 79'-10112":OUT TO OUT OF COLUMNS 7'-11 114" 8'-0" B'-0" 8'-0" 1 8'-0" 1 81.0. 81-0" 81-0" 8'-0" 7'41 114" ------- ---r--- ------- -------t------ -------t------- -------t-------t------- I ® a Q o c Q O O a co cj I I 4 A r I 4 I V' Z G 1 9 0 m U Et O IS)O . O O O I 4 I O O ---------q � 4 " t° Y o o ------------------- "I ' > 1114" 8'-0" 8'•0" 81•0" 1/2" OPENING SCHEDULED 91 COLUMN SCHEDULE I MODEL COLD NOMINAL OUGH FRAM FINISH D ART P j2--V' FOOTI Y RD SA NOTES At WLK DOOR 81 SOLID 48x80 51.37 I 1 C003 F86S8 FF229 81 524 RIBBEDUNINBUTATED WS white 120x96 12006 NA LK424 881048 FE808 FF221 Ct 524 IBBEO I ULATED W 12 WN 120x188 1120.168 NA LK424 3 681647 FE8 8 FF223 C 624 RIBBED UNiNBULATED W 12 White 120x18B 1 x18 NA LK424 4 61948 f FF223 681649 FE688 FF223 8 88166D F 888 FF223 DEALER INFO. Fe. BU FF223 PRod:P10A-15535-01-01 QE' TER New England Buildings Tim Starr 50'-0"x80'-1"x18'-0" 39 Winchester Lane 621 Main st U2C B&LOINGS Plymouth,MA 02360 South Windsor,CT 06074 QP062013 II""l."I PROPOSAL Dd for�RAWI"NGSeONLY Not DATE: 8/1/2013 Not To Scala Appl #13-36P, Sudden Service Site Plan Modification l. The applicant is a proposing 4,000 sf warehouse facility, located northerly of the existing retail building, at 840 Sullivan Ave, GC zone. The purpose of this building is for storage of equipment and will replace the temporary trailers currently on site. It is not intended to be open to the public and no facilities are proposed. 2. This lot has common access drive with Peterson's Hardware. Lot size 2.2 acres. Maximum impervious coverage allowed is 65%; 22% shown. Lot coverage is 50%; 3 o shown. Parking requirements for the uses on the property are 16 spaces-the applicant is showing 20 spaces and additional parking to be shared with the adjacent business,,Peterson's Hardware. The plan appears to meet all other requirements of the zone. 3. Since the only utilities that are being brought to this building include gas and electricity- so no WPCA approval is required. 4. There are regulated wetlands on the site; however there is no work proposed in the wetlands,just minor work in the buffer area. A minimal impact permit was issued today with the requirement of a $2,000 E and S bond. 5. The proposed warehouse building, including the materials and colors, was reviewed the ADRC on 9-19 and they were satisfied with � '�the ^^proposal as presented. ALA �� -� o� N� l 6. There is a landscape buffer requirement along a portion of the easterly boundary as well as the northerly boundary as this property is adjacent to the A-20 zone. This 50 foot buffer area is currently vegetated with deciduous growth and the remainder of the site up to the building remains heavily vegetated. At this time, no additional planting is proposed. If future development takes place on the site, the buffer area may have to be interplanted to meet the buffer requirements. 7. A sidewalk is shown along the frontage of this lot which connects to the existing sidewalk in front of Peterson's Hardware. 8. If this application is approved, the planning department has no modifications to request. MEMORANDUM To: Michele Lipe,Town Planner From: Jeffrey Doolittle,Town Engineer Date: 9/20/13 RE: Application 13-36P—Sudden Service. 840 Sullivan Ave. Engineering has reviewed the site plan received for the above site and has the following comments: 1. The proposed sidewalk in the front should extend as close to the south west property corner as possible. 2. Include a detail for an 8 inch thick reinforced concrete dumpster pad. 3. Provide the factors and calculations used to determine the stormwater flow from the site, pre and post development. 4. The proposed retention basin should have an emergency overflow spillway or piped high level outlet to the existing CB in case it fills with water. Based on the test pit data, the bottom of the basin will be in clay and there will not be much if any infiltration from this basin into the ground. Please contact me if you have any questions. STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN PROJECT Sudden Service APPL.#13-36P BNGINEER/ARCHITECT Pudeler Engineering PROD.#SW-26 Submit mylars of sheets: 1 and 3 1. 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 bonds in the amount of$2,000 for erosion and sedimentation measures. 4. All bonds must be in one of the forms described in the enclosed Bond Policy. 5. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 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. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 11. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 12. Engineering comments dated 9/ /13 must be incorporated into the final plans. 13. 20 14. 15. <O*" Se F-1 T_0� �Soa. ?d O J G U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �t4Y°SOR cO�P TELEPHONE (860) 644 2511 CERTIFIED MAIL 7011 1570 0000 6337 3970 September 30, 2013 Edward Sharp 840 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Sharp: Re: Appl. 13-36P, Sudden Service Site Plan Modification—840 Sullivan Avenue We are pleased to advise you that the Planning & Zoning Commission voted on September 24, 2013 to approve with modifications the above referenced application for a Site Plan Modification. This approval is for a 4,000 square foot warehouse facility, located northerly of the existing retail building at 840 Sullivan Avenue, GC zone. This approval is subject to the following modifications: 1. 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 bonds in the amount of$2,000 for erosion and sedimentation measures. 4. All bonds must be in one of the forms described in the enclosed Bond Policy. 5. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 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. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 11. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS §14-311). 12. Engineering comments dated 9/20/13 must be incorporated into the final plans. Black and white transparent mylars of Sheets # 1 and 3 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. 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,�r.: Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz cc: Town Engineer Chief Building Official Assessor Fire Marshal Pudeler Engineering BOND TRANSMITTAL DATE: 10/15/13 APPLICANT NAME Edward F. Sharp ADDRESS 34 School Road Andover, CT 06232-1525 PROJECT LOCATION/ADDRESS 840 Sullivan Avenue SUBDIVISION Site Plan Modification P&Z OR IWA/CC APPLICATION NUMBER Appl. 13-36P AMOUNT OF BOND $ 2 ,0000 E&S Bond CHECK NUMBER 389797 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 10/15/13 NAME DATE RECEIVED BY FINANCE /J ' /� /7 /3 NAME DATE SUB ACCOUNT NUMBER T O O MUNIS APPLICATION 201301262 W:\Planning Admut\PZ "Bonds\2013 Bonds'A-36P SuddenSerrice E&S Bond Transmittal.doc tOW N Se � s � Ole �G 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Soe-CO TELEPHONE (860) 644-2511 October 24, 2013 Mr. Edward Sharp Sudden Service Corporation 840 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Sharp, Re: Preconstruction Meeting for Appl. 13-36P, Sudden Service, 840 Sullivan Avenue IN ATTENDANCE Name Company E-MAIL Phone number Michele Lipe SW Planning michele.lipe&southwindsor.ora 644-2511 x252 Jeffrey Folger SW Planning jeffrey.folgerksouthwindsor.org 644-2511 x229 Jeffrey Doolittle SW Engineering jeffrev.doolittlegsouthwindsor.or 644-2511 x245 Walter Summers SW Fire Marshal walter.summersasouthwindsor.org 644-2511 x217 Bernie Drabek SW Engineering bemard.drabekgsouthwindsor.org 644-2511 x241 Mark Owens Town Garage mark.owensQsouthwindsor.org 860-648-6366 Tim Starr New England Buildings timstarr62 I Pgmail.com 860-209-0890 Jim Slater J &H Slater slaterjimaa,sbgglobal.net 860-528-5252 Frank Pierce P &P Landscaping fe 618 aol.com 860-528-1933 Ed Sharp Sudden Service Corp sudden.service(a snet.net 860-644-1848 Mike Sharp Sudden Service Corp sudden.servicegsnet.net 860-644-1848 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Senior Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction at 860-644-2511 Ext. 229. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to Sullivan Avenue. Calcium chloride or water is to be used for dust control as required. 4. Install and stabilize the detention basin and swale on site first. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work at 840 Sullivan Avenue with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work 3. An as built plan will be required for the improvements to the site. A separate as built plan will be required. 4. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 5. Any problems and/or questions regarding construction of this project will be directed to Frank Pierce in the field at phone 860-604-5195. 6. Job meetings will be held as needed, and can be called by the developer or Town. 7. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 8. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 9. Normal hours of operation 7:00 a.m. —5:00 p.m., no work on Sunday. 10. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 11. For concrete sidewalks, 8" depth with reinforcements is required at driveway crossing. If the sidewalk is constructed before lot development, the locations must be indicated on the as-built plans. If a proposed driveway location is moved, the sidewalk must be removed to the nearest expansion joint and rebuilt to the proper depth with reinforcement. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. All bonds required; mylar to go on file prior to issuance of building permit. 3. All easements must be submitted for review prior to filing of mylars. 4. Sign permits are required for all temporary and permanent signs. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal (Commercial Facilities) 1) Documents—Complete set of stamped plans with the following: a. Plan review paid b. Code information sheet c. Exiting plans with travel distances d. Wall types e. Door schedule f. Mechanical, Electrical,reflected ceiling g. Fire alarm h. Basic sprinkler layout ** PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS ** 2) Inspections: a. Above ceiling b. Penetrations and separations c. Sprinkler system A. Hydraulic calculations and cut sheets B. Underground flush and hydrostatic test C. System hydrostatic test D. Main drain test/inspectors test E. Outside bell F. NFPA 13 paperwork d. Fire Alarm e. Emergency lighting test f. Final Inspection ** PLEASE NOTE THE FOLLOWING** 1. Consulting inspection will be welcomed 2. Multiple inspections can be done on the same day 3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, X&"43 f �Y Michele R. Lipe, AICP Town Planner MRL/llz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek, Engineering Inspector Michael Gantick, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers, Fire Marshal CL&P SBC/SNET PRECONSTRUCTION MEETING c- n FOR: �`/'�/ �✓i1 S2l V DATE: TIME: B% 3 011-- .-�- NOTIFIED: Joe Perna C. Fred Shaw / Rich Bond, S.W.P.D. Mark Owens Jeffrey Folger i✓ Jeff Doolittle Mike Gantick Walter Summers Michele Lipe Sherry McGann Bernie Drabek Chris Dougan Utilities AT&T-Rich Church, manager for South Windsor, 40 Brainard Rd., Hartford, CT 06114 AT&T-Mark Standish, Engineer for South Winds( (email sd3239(cDatt.com)40 Brainard Rd., Hartfor 9� AT&T- Scot Deluca Engineer for South Windsor i 860-725-4504 e-mail sd32390att.com 40 Brainara I Yankee Gas - Lori Fiore (292-2249), 112 Prospect H, e-mail fiorelcC@nu.com CL&P-Jahon Karvandi (871-3408),e-mail karvajm@nu.com 48 Tolland Stage Rd., Tolland, CT 06084 Conn. Water-Valerie Hodder (623-3355 ext. 3352), P.O. Box 857 vhodder(cktwater.com East Windsor, CT 06088 MDC- Rich Norris (278-7850), 60 Murphy Rd., Hartford, CT 06114 e-mail rnorris0themdc.com Cox Cable - Steve Pryor (432-5211) Cox Communications, Inc., stephen.pryorcacox.com 170 Utopia Rd., Manchester, CT 06045-0310 Should know address, how large the site is and how many units or dwellings are considered. W:\MOLLOY\Forms\PRECONSTRUCTION MEETING REVISED 10-3-13.doc Revised 10/3/2013 PRECONSTRUCTION MEETING SIGN —IN SHEET r (please print clearly) NAME COMPANY ADDRESS and / or EMAIL LEPHONE ,,4 �l�S 6,�1 1i✓l-4r vij 5T .1-� 5+0-",, (?, or U U b ��z ��o - 6 l CGS✓ .,Sv.�.�crs �,5 Gc� , .. �arfi CJl,U�11 u Ts w L, S l� t [DATE] [ADDRESS] .Dear Re: Preconstruction Meeting for Appl. IN ATTENDANCE: The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Senior Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction a crushed stone tracking may need to be installed and maintained to minimize tracking of dirt/gravel on to [ ,A alcium chloride or water is to be used for dust control as required. 4. Install and stabilize the detention basin and swale on site first. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work ice{—- - ] with i ections and testing per Developers Checklist for the following: 6qU S ; vG- a. After site is staked out b. All drainage work Preparation of sub ade, compaction tests as per Developer's checklist Placement of bi inous concrete,two (2) inch layers maximum Certification of gravel used as subbase and processed stone for base will be required from an approved testing company Certification of all products used-- storm pipe, structures, pavement,oil/grit separator and sewer grinder pump system shall be presented to the Town Engineer prior to installation. fTwo (2) weeks' notice must be given prior to placing the finish pavement course. This is to allow for inspection and correction measures (of necessary) of the infrastructure, prior to final pavement. The contractor should be aware that the inspection of the infrastructure improvements may result in the replacement of structure tops and/or eP p _structures prior to final paving if found to be deficient. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. "Progress As Built Plans are to be submitted to the Town Engineer for approval prior to paving and after subgrade formation. Show elevations and location of all storm drainage and sanitary sewer. 9. An as built plan will be required for the improvements to ]. A separate as built plan will be required. S-.r}� 10. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. cell pipe and structures to be backfilled with free draining material compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 12. Any problems and/or questions regarding construction of this project will be directed to ( ) in the field at phone[ ]. G�-K- f y erel e&6 6 614 -SI g1— 1 filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 14. Job meetings will be held as needed, and can be called by the developer or Town. 15. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 16. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 17.Normal hours of operation 7:00 a.m.—5:OO p.m., no work on Sunday. 18. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. o paving after October 15 or before April 15 without written approval from Director of Public Works. xtra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas. Inspection of gravel access road required prior to placement of topsoil. Sanitary lateral locations should be tied down to existing structures and shown on the progress as built. 23. For concrete sidewalks, 8" depth with reinforcements is required at driveway crossing. If the sidewalk is constructed before lot development, the locations must be indicated on the as-built plans. If a proposed driveway location is moved, the sidewalk must be removed to the nearest expansion joint and rebuilt to the proper depth with reinforcement. 2If a concrete monument is located within a driveway, a cast iron frame and cover must be provided for town public improvements specifications. uring construction of individual sanitary sewer house laterals,the contractor shall prepare an as- wilt sketch on standard form provided b the Engineering Department. This form should p Y � g ep be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. t unngconstruction for individual house lots, lot to lot drainage must be addressed with drainage waes as necessary. For lawn establishment, town staff will be requiring erosion control meal sures to be installed prior to the issue of the certificate of occupancy to ensure soil stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan for review prior to the issuance of the building permit—most particularly on lots with extensive grading. Planning_Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. All bonds required; mylar to go on file prior to issuance of building permit. 3. All easements must be submitted for review prior to filing of mylars. 4. Sign permits are required for all temporary and permanent signs. SNET/NU 1. Contact utilities for coordination of utilities connection. 1 Fire Marshal(Commercial Facilities) 1) Documents-Complete set of stamped plans with the following: a. Plan review paid b. Code information sheet c. Exiting plans with travel distances d. Wall types e. Door schedule f. Mechanical,Electrical,reflected ceiling g. Fire alarm h. Basic sprinkler layout ** PLAINT REVIEW COULD TAKE 30 DAYS FOR APPROVALS ** 2) Inspections: a. Above ceiling b. Penetrations and separations c. Sprinkler system A. Hydraulic calculations and cut sheets B. Underground flush and hydrostatic test C. System hydrostatic test D. Main drain test/inspectors test E. Outside bell F. NFPA 13 paperwork d. Fire Alarm e. Emergency lighting test f. Final Inspection **PLEASE NOTE THE FOLLOWING 1. Consulting inspection will be welcomed 2. Multiple inspections can be done on the same day 3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings, which are located on-the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. ,Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, Michele R. Lipe, AICP Town Planner MRL/ cc: Jeffrey Doolittle,Town Engineer Bernie Drabek, Engineering Inspector Karl Reichle,Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers, Fire Marshal CL&P SBC/SNET Planning\PlanningAdmin\Templates\PreconstructionMeetingPrivateSitePacket BOND RELEASE TRANSMITTAL DATE: October 27, 2015 APPLICANT NAME Edward F. Sharp ADDRESS 34 School Road Andover, CT 06232-1525 PROJECT LOCATION/ADDRESS LOT 840 Sullivan Avenue P&Z OR IWA/CC APPLICATION NUMBER _Appl. 13-36P MUNIS APPLICATION NUMBER 201301262 SUB ACCOUNT NUMBER 500199 ORIGINAL BOND AMOUNT $ 2,000 E&S Bond Please Release $ 2,000 Please release the bond indicated above as all of the required work has been completed. Lauren Zaramdo 10128115 NAME DATE 60 3 / /,5 BY CHECK # ISSUED DATE WAPlanning Admin\PZWonds\2015 Bonds\13-36P SuddenSmice E&S ReleaseTYans.doc 4OWN 6 4 710-[ Ole siou.t,�i ?d&U&Ot �C� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 f�OsOR-co TELEPHONE(860) 644-2511 October 28, 2015 Edward F. Sharp 34 School Road Andover, CT 06232-1525 Re: Appl. 13-36P, Sudden Service E&S Bond Release Dear Mr. Sharp, This is to advise you that the Planning and Zoning Commission voted on October 27, 2015 to release the following bond as follows: AAppl. 13-36P, Sudden Service—$2,000 E&S Bond reduced by$2,000 leaving a balance of-0-. A check will be mailed to you from the Town of South Windsor. If you have any further questions please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly yours, Bart Pacekonis, Chairman PLANNING&ZONING COMMISSION BP/llz cc: Jeff Doolittle,Town Engineer Jeff Folger, Senior Environmental Planner Page 1 of 1 Zarambo, Lauren L. From: Folger, Jeffrey Sent: Monday, October 19, 2015 1:49 PM To: Zarambo, Lauren L. Cc: Lipe, Michele Subject: RE: Sudden Service CO and Bond Release Lauren. I checked the site. OK to release the bond. Jeff From: Zarambo, Lauren L. Sent: Monday, October 19, 2015 11:14 AM To: Folger, Jeffrey Subject: Sudden Service CO and Bond Release Hi Jeff, Mr. Ed Sharp came in to check on the C.O. for Appl. 13-36P, Sudden Service. Dayshell let him know Planning sign off is the only part left undone. He also gave us a written request for release of their$2,000 E&S bond. If you would like to speak with Ed please call: 860-644-1848. If Ed is not available please ask for Mike. Thanks, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6074 86o.644.25n ext 253 10/19/2015 -PERMITS/INSP PAYMENT RECPT#: 20672377 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 10/15/13 TIME: 16:13 CLERK: laurenlza DEPT: CUSTOMER#: 0 PARCEL: CHG: BONDPL BOND FEE - PLAN 2000.00 AMOUNT PAID: 2000.00 PAID BY: SHARP EDWARD F TRUST PAYMENT METH: CHECK 389797 - REFERENCE: AMT TENDERED: 2000.00 AMT APPLIED: 2000.00 CHANGE: .00 31 �YC5 i