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HomeMy WebLinkAboutApp13-50P South Windsor Woods TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM Aication Number: fieial Receipt Date: )© Z?o F ©C (G�3 Aunis Application #i: 2© PT. APPLICANT: _, T&M Building Co., Inc. 110 Brook Street Torrington,CT 06790 C_11�t (�R72- PROJECT NAME: South Windsor Woods(formerly known as Nutmeg Village) COMPLETE LOCATION OF PROPERTY: 400 Pleasant Valley Road OWNER OF RECORD ON LAND RECORDS: Horseshoe Lane Associates, LLC OWNER ADDRESS: 18-3 Arthur Drive South Windsor,CT 06074 7290L023 and GIS PIN # portions of 72900388&651OR003 ZONE MF-AA NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON To WHOM INQUIRIES SHOULD BE DIRECTED: Benjamin P. Wheeler, PLA Design Professionals, Inc 425 Sullivan Avenue South Windsor,CT 06074 860-291-8755 bwheeler@dpinc.co Estimated presentation time: 30 min. 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 Q/ Modification Building(s) Sq Ft 0 new buildings ❑ 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 (See. 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 and Certificate of Mailing Required) for ❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) 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 grope y for all applications ten (10) days prior to being heard by the Corr► a on, Si ature of Applicant i nature of Property Owner P.O.BOX 1167 425 SULLIVAN AVENUE ■ SOUTH WINDSOR,Cr 06074 �n PHONE:860.291.8755 .8757 �W,0M'S FAX:8onalsi c.com www.designprofessionalsinc.com CIVIL S TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode Island • • • LETTER OF TRANSMITTAL To: Michele Lipe Date: 10/21/2013 DPI Project No. 1308 Director of Planning Re: South Windsor Woods Town of South Windsor (Formerly Nutmeg Village) Site Plan Modification Application WE ARE SENDING YOU: ® Attached El Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications : ❑ Copy of Letter ❑ Change Order ❑ COPIESDATE NO. DESCRIPTION 1 site plan modification application 1 10/16/13 client check#00101431 for$160.00 application fee 3 10/21/13 sets of site plans : These are transmitted as checked below: ® For Approval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us REMARKS: : OCT `_' 12013 • SOUTH WINDSOR PLANNING DEPT. • SIGNED: CC: Benjamin P.Wheeler, PLA, Director of Operations PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 10/22/13 CUSTOMER#: 000000000 TIME: 09:43 CLERK: laurenlz RECPT#: 20674.067 PREV BAL: TP/YR: M8/2014 AMT PAID: 160.00 BILL: ADJSTMNT: EFF DT: 10/21/13 BAL DUE:` PERMITS/INSP PAYMENT _ -----------------TOTALS----------------- PRINCIPAL PAID: 160.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 160.00 AMT APPLIED: 160.00 CHANGE: 00 PAID BY: T & M BUILDING CO. , PAYMENT METH: CHECK PAYMENT REF: 001.01431 P.O.BOX 1167 425 SUWVAN AVENUE SOUTH H WINDSOR,CT 06074 PHONE:860.291.8755 th FAX:860.291.8757 ft"SS10M S 25 Anniversary 1986-2011 www.designprofessionalsinc.com CIVIL $ TRAFFIC ENGINEERS / PLANNERS/ SURVEYORS/ GIS ANALYSTS / LANDSCAPE ARCHITECTS 3erving Connecticut, Massachusetts, *Rhode Island • • • LETTER OF TRANSMITTAL To: Michele Lipe-Town Planner Date: 11/19/2013 DPI Project No. 1308 Town of South Windsor Re: South Windsor Woods Pleasant Valley Road : : WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: • ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications : ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION 2 5/10/13 Culvert Computations : These are transmitted as checked below: : ® For Approval ❑ No exceptions taken ❑ Resubmit copies for approval ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints : ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us REMARKS: RECEIVED : NOV 19 2013 SOUTH WINDSOR PLANNING DEPT. : • SIGNED: CC: Andrew Krar,P.E. RECEIVED NOV 119 2013 SOUTH WINDSOR PLANNING DEPT. Culvert Computations Nutmeg Village Pleasant Valley Road South Windsor, CT -4 Prepared by: Design Professionals, Inc. 425 Sullivan Avenue South Windsor, CT 06074 May 10, 2013 1"'OfieSSlOfiaft Table of Contents Section Summary Culvert Plan &Details Flow Rate Calculations Culvert Computations Design Criteria&Data Drainage Area Map k Summary The computations included in this report intend to demonstrate that the proposed 72"x60" precast concrete box culvert will have adequate hydraulic capacity to safely convey stormwater associated with the existing ditch under the roadway. The anticipated watershed contribution was determined by a field reconnaissance and available aerial and topographic mapping. A conservative approach was taken while determining the overall time of concentration. It was calculated by adding the time it takes runoff to reach the beginning of the drainage ditch from the westerly developed properties, to the time it takes flow to convey through the ditch to culvert. The calculation time of concentration was 15 minutes. Hydraflow Express Extension software was used to analyze the culvert. Some of the important inputs to the model included the following: • 72" wide by 48" high rectangular concrete culvert(48" in lieu of the 60" was used to account for a 12"layer of streambed material settling into culvert over time) • Manning roughness coefficient of channel, n=0.016, representing an excavated channel. • Slope of culvert=0.003 The results of the analyses indicated that at least 12" of freeboard space will still be available between the ceiling of the culvert and the water surface, during a 50-year storm event. The 12" freeboard is a design requirement outlined in the ConnDOT Drainage Manual. The format of this report was developed to provide a clear justification of the computations. The order is as follows: 1. Culvert Plan&Details—Preliminary culvert plan and relevant details depict the location, orientation, and general information regarding the proposed culvert. 2. Flow Rate Calculations—This section provides the computations used to quantify flow rates contributing to the culvert. 3. Culvert Computations—Flow rates were applied to the geometry of the culvert using Hydraflow Express software. 4. Design Criteria&Data—Relevant engineering criteria used during the preparation of this report is documented. 5. Drainage Area Map—Total and sub- watershed areas are delineated. Rational runoff coefficients are shown. S Culvert Plan & Details tat 4 SANITARY PUMP ny STATION INV.=51.00 qy EDGE OF STREAM a- a --- T.W.=N.3,3 -- - - EDGE.OF STRtL4 6261 Ou WINGWALL 1A •\c s 1r. o� / / JQu METAL BEAM RAIL so'•, Q. (TYPE•,R-B 350) 566' O `s .�, R-B TERMINAL 4' CONCRETE T.W.=63.33 N •�\�• �` � ,t � SECTION SIDEWALK > •� 7.0 (TYPICAL) SANITARY X' SANITARY 1/16 BEND I FORCEMAIN `63� FORCEMAIN W ,. S.M.H. � 4 a / STA. 19+18,76, 2' RT. S T.F.=64.43 J o 1/16 BEND INV.-60.00-6 J 2; 64 a \ - 6v .9 _��V -INV./= 00-8" Lu _ WINGWALL 2B`�R-B -�tRMINHL F � 3 GAS MAIN 8" C.L.D.1.P. WATER MAIN', :y, .7 - SECTON�`��., Z rrae'c' N u 18'-15" HDPE T.W.=63.20 NSTA.18+25,12'LT, 5=0.005 •,,6 �, 6, 0'� T.F.=63.07 F.L.=59.24 \T.W,.63.2 C.B. TYPE 'C' 6' WIDE x'•,5' HIGH' 5 ' STA. 18+25, 12' RT. CONCRETE BOX C`ILVERT •',, ` �5 . /" EDGE OF STREAM - LENGTH= 7.0 _47� X :;,` ...Ss.\�,, "-s�.. T.F.=63.07 5 _ . N F.L.=59.15 146'-15° HDPE ` � F.L.=55\36 'Sa z E ---- .--64 '� WiNGWALL 2A ELECTRIC & 6'-15" HDPE _ 6 COMMUNICATION 5=0.005 •/ - ,so`\ SERVICES 62 T.W.='6,3.2.0, -EDGE OF`STREAM d � STORMCEPT 18'-15" R.C.P 61 STC 450i '��� METAL BE-,W.RAIL 0 \ F.L.=59.12-I -' 59 •� TYPE R-B 350-(TYPE I) \\ �--�"� 12'-6" POST SPACING OVER CULVERT aL F.L.=58.8 -OUT ---- _-___-- /7 (TYPICAL) e \ \� F.L.=58.78 \� i1 C-ji CAP BLOCK(TYPICAL CAP BLOCK(TYPICAL) 8"PRECAST CONCRETE SPACER SLAB FINISHED GRADE S'PRECAST CONCRETE SPACER 7 [ SLAB11",21',ll"STONISTIOIG [FINI11E1 BL.C'''IT(Typ., INGWALL IA 18"�24*�44' STONESTRONGqq WN11ALL IA- c7 BLOCK UNIT(TYPICAL) 8 CC—63.33 WNGWALL 2A-- , 3.20 N BLOCK UNIT(TYPICAL) BLOCK UNIT(TYPICAL) —52.83 —52 70 18"x48%44'STO ESTRONG 18%48"x44"STCNESTRONG --50.8 12"-3/4"STONE --50.69 \-12"-3/4"STONE PRECAST CONCRETE RECAST CONCRETE 6'�5'CONCRETE BOX CULVERT WALL CUTOFF WALL 16'x5'CONCRETE BOX CULVERT CUTOFF TOFF WA 0,9, F.L.=55.50 F.L,55.36 UPSTREAM INLET DOWNSTREAM OUTLET of N.T.S. N.T.S. TA. 18+74.32, ELEV.=64.05 /-MIRAFI 14ON FILTER FABRIC I Lu SLOPE LINE EXCEPT WHERE UNDISTURBED MATERIAL OBTRUDES IN THIS AREA -7 Li Li. PERVIOUS STRUCTURE BACKFILL 12" U 2 PER CONNOOT FORM 816, VxS'CONCRETE BOX CULVERT SECTION ON 2.16 F.L.=55.42 w 3/4"STONE FORMATION OF SUBGRA E C D PER CONNDOT FORM 816,SECTION 2.09 SECTION 'D—D' (STA 18+74.32 112 IT ME LOOKING DOWNSTREAM N.T.S SECTION 'C—C' SECTION 'B—B' SECTION T s U N.T.S. GAS MAIN ELECTRIC,&COMMUNICATION CONDUIT SANITARY FORCEMAIN MIRAFI 14CN FILTER FABRIC WATER MAIN GRASS SHELF I V111TI CHAIN LINK FENCE WATER MAIN 4'BLACK VINYL CHAIN LINK FENCE SS ROADWAY ELEV.-63.33 STA.18+74.31 L - 7 -- ELEV.=63.20 8"PRECAST CONCRETE SLAB D W, 1 STA.18+81,77,19,02'RT. STA.18+61,52,23.65'-T.- F.L.=55.y APPROXIMATE 'E QW1 �'7' F L D \-MIRA FI 14ON FILTER FABRIC IL PRECAST CONCRETE CUTOFF WALL �12-3/4"STONE (TYPICAL) 'o, ---F OMPACTED SUBGRADE ELEVATIONCULVERT (ALONG MIDDLE) SECTION 'A—A' —2 N.T.S. N T S 14 vi Flow Rate Calculations Runoff Coefficient computation Watershed area contributing to'Bridge Culvert' Nutmeg Commons 10-May-13 Watershed Area by Surface Coverage(Acres) Subarea Impervious Lawn/Brush Woods Water Total Watershed Runoff C=0.90 C=0.30 C=0.20 C=1.00 Area(Acres) Coefficient AHS Realty Property 3.42 1.49 0.00 0.84 5.75 0.76 G&R and MassTransit 2.06 0.91 0.00 0.00 2.97 0.72 Corner PVR&NRS 4.61 1.45 0.00 0.15 6.21 0.76 Overland to Ditch North 0.15 2.48 3.46 0.00 6.09 0.26 Overland to Ditch South 0.00 0.00 5.13 0.00 5.13 0.20 350 Pleasant Valley Road 3.39 OAS 1.62 0.00 5.46 0.64 Total 13.63 6.78 10.21 0.99 31.61 0.55 , 1 1-I yd rog ra p h Return Period Re��JR.Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0 Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph No. type hyd(s) Description (origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr 1 Rational --- 49.52 ---- 61.98 70.29 81.90 90.49 98.68 Culvert Proj. file:Culvert Watershed.gpw Friday, 05/ 10/2013 2 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Friday,05/10/2013 Hyd. No. 1 Culvert Hydrograph type = Rational Peak discharge = 90.49 cfs Storm frequency = 50 yrs Time to peak = 15 min Time interval = 1 min Hyd. volume = 122,156 cuft Drainage area = 31.610 ac Runoff coeff. = 0.55 Intensity = 5.205 in/hr Tc by User = 15.00 min OF Curve = Connecticut IDF.IDF Asc/Rec limb fact = 1/2 Culvert Q (cfs) Hyd. No. 1 --50 Year Q (cfs) 100.00 100.00 90.00 90.00 80.00 80.00 70.00 70.00 - - - - -- -- -- -- -- - - - - -- - - 60.00 60.00 50.00 50.00 40.00 40.00 30.00 30.00 - 20.00 20.00 10.00 10.00 0.00 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 Hyd No. 1 Time(min) 'Hydrograph Report 3 Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Friday,05/10!2013 Hyd. No. 1 Culvert Hydrograph type = Rational Peak discharge = 98.68 cfs Storm frequency = 100 yrs Time to peak = 15 min Time interval = 1 min Hyd. volume = 133,222 cuft Drainage area = 31.610 ac Runoff coeff. = 0.55 Intensity = 5.676 in/hr Tc by User = 15.00 min OF Curve = Connecticut IDF.IDF Asc/Rec limb fact = 1/2 Q (cfs) Culvert Hyd. No. 1 -- 100 Year Q (cfs) 100.00 100.00 - 80.00 80.00 60.00 60.00 40.00 40.00 20.00 SIN 20.00 0.00 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 - Hyd No. 1 Time(min) 4j `Hydraflow Rainfall Report 4 Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Friday,05/10/2013 Return Intensity-Duration-Frequency Equation Coefficients(FHA) Period (Yrs) B D E (N/A) 1 0.0000 0.0000 0.0000 2 30.1225 6.6000 0.7676 3 0.0000 0.0000 0.0000 5 52.3308 9.8000 0.8367 ---- 10 54.7383 10.8000 0.8016 25 101.9813 15.8000 0.8971 50 98.1551 15.7000 0.8577 -- 100 106.5909 17.0000 0.8462 -- File name:Connecticut IDF.IDF Intensity=B/(Tc+ D)^E Return Intensity Values(in/hr) Period (Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 4.59 3.49 2.85 2.43 2.13 1.90 1.72 1.58 1.46 1.36 1.27 1.20 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 5.49 4.30 3.57 3.06 2.69 2.40 2.17 1.99 1.84 1.71 1.60 1.50 10 5.99 4.81 4.04 3.51 3.11 2.80 2.55 2.35 2.18 2.03 1.91 1.80 25 6.70 5.52 4.71 4.12 3.66 3.30 3.01 2.76 2.56 2.38 2.23 2.10 50 7.30 6.06 5.20 4.57 4.09 3.70 3.38 3.12 2.90 2.71 2.54 2.40 100 7.79 6.55 5.68 5.02 4.51 4.10 3.76 3.48 3.24 3.04 2.86 2.70 Tc=time in minutes.Values may exceed 60. Preci .file name:Sam le. c Rainfall Precipitation Table(in) Storm Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr SCS 24-hour 0.00 3.20 0.00 4.10 4.70 5.50 6.20 6.90 SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Culvert Computations { Culvert Report Hyftfim EWws Exter►sion tar AuWAM Civil 3M 2013 by Autodesk,Inc. r� 1 ! [ Friday,May 10 2013 Box Culvert P 4 r e Invert Elev Dn (ft) = 56.36 - , 1 . r s.3 6 Calculations �} Pipe Length (ft) = 47.00 Qmin (cfs) = 49.52 - L.YP. Slope(%) = 0.30 Qmax(cfs) = 98.68 , Invert Elev tip(ft) = 56.50 — F. ( -- 5 5._S 0 Tailwater Elev(ft) = (dc+D)/2 Rise (in) Shape = Box Highlighted Span (in) = 72.0 Qtotal (cfs) = 49.52 No. Barrels = 1 Qpipe(cfs) flop of Cul%rert49.52 n-Value - 0.0 M t I ove s = Culvert Type = Rectagular Concrete Veloc Dn (ft/s) = 3.12 Culvert Entrance = Slope tapered, Veloc Up (ft/s) = 3.27 less favorable edges HGL Dn (ft) = 59.00 Coeff. K,M,c,Y,k = 0.5, 0.667, 0.0446, 0.65, 0.5 HGL Up (ft) = 59.02 Hw Elev (ft) = 59.27 Embankment Hw/D (ft) = 0.69 Top Elevation (ft) = 64.00 Flow Regime = Outlet Control Top Width (ft) = 32.00 Crest Width (ft) = 6.00 Hw(ft) Performance Curve Hw Depth(ft) _-_ T_. _,— 3.50 i 3 s I r i G 2.50 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 Q (cfs) ---- Outlet Control ------ Inlet Control a y _ TaW Pipe _ over Dn UP _ On Up on j (cfs) (c(s) (c(s) (ft/s) MIS) (in) (in) {fl) 49.52 49.52 0.00 3.12 3.27 31.70 30.28 59,00 ! j 50.62 60.52 0.00 3.18 3.33 31.81 30.38 59.01 # 51.52 51.52 0.00 3.23 3.38 31.91 30.48 59.02 r 52.52 52.52 0,00 3.28 3.43 32.01 30.58 59.03 53.52 53.52 OM 3.33 149 32.11 30.68 59,04 54.52 54.52 0,00 3.38 154 32.21 30.79 59.04 t 55.52 55.52 0.00 3.44 3.58 32.31 31.01 59.05 i 56.52 66.52 0,00 3.49 3.63 32.41 31.10 59.06 i 57.52 57.62 0.00 3.54 3.69 32.51 31.20 59.07 ' 58.52 68.52 0.00 3.59 3.74 32.61 31.30 59.08 59.52 59.52 0,00 3.64 3.79 32.71 31.40 59.09 I 60.52 60.52 0.00 3.69 3.84 32.80 31.50 59.09 i 61.52 61.62 0.00 3.74 3.89 32.90 31.59 59.10 62.62 62.52 0.00 3.79 3.95 33.00 31.69 59M j 63.52 63.52 0.00 3.84 4.00 33.09 31.78 59.12 I 64.52 64.52 0.00 3.89 4.05 33.19 31,86 59.13 65.52 65.52 0.00 3.94 4.10 33.28 31.97 59.13 i 66.52 66.52 0.00 3.99 4.13 33.38 32.19 59,14 i j 67.52 67.52 0.00 4.03 4,18 33.47 32.28 59.15 I 68.52 68.52 0.00 4.08 4.23 33.56 32.38 59.16 i 69.52 69.52 0.00 4.13 4.28 33.66 32.47 59.16 F a 70.52 70.52 0.00 4.18 4.33 33.75 32.56 59-17 1 71.52 71.52 0.00 4.23 4.38 33.84 32.65 59,18 1 72.52 72.52 0,00 4.27 4,43 33.93 32.74 59.19 73.52 73.52 0.00 4.32 4.48 34.02 32.83 59.20 74,52 74.52 0.00 4.37 4,53 34.11 32,93 59.20 75.52 75.52 0.00 4.42 4.56 34.20 33.14 59.21 76.52 76.52 OM 4.46 4.61 34.29 33.23 59.22 t s 77.52 77.52 0.00 4.51 4.65 34.38 33.31 59.23 i Hydraflow Express-Culvert Report-05/10/13 1 Depth HGL i ] TOW Pipe Over on Up Dn Up Dn i WS) (ds) WS) MIS) f/s) On) (in) (ft) t 78.52 78.52 0.00 4.56 4.70 34.47 33.40 59.23 { 79.52 79.52 0.00 4.60 4.75 34,56 33.49 59.24 80.52 80.52 0.00 4,65 4.80 34.65 33.58 59.25 81.52 81.52 0.00 469 4.84 34.74 33.67 59.25 82,52 82.52 0.00 4.74 4.89 34.82 33.76 59.26 E t 83.52 83.52 0.00 4.78 4.94 34.91 33.84 59.27 64.52 84.52 0.00 4.83 4.96 35.00 34.06 59.28 85.52 85.52 0.00 4.88 5.01 35.08 34.14 59,28 i 86.52 86.52 0.00 4.92 5.06 35.17 34.22 59.29 r 87.62 87.52 O.00 4.96 5.10 35.26 34.31 59.30 j { 88.52 88.52 0.00 5.01 5.15 35.34 34.39 59.31 89.52 89.62 0,00 5.05 5.19 35,43 34,48 59.31 90.52 90.52 0,00 5,10° 5.24 36.61 34.56 69.32 1 91.52 91.52 0.00 5.14 5.Y6 35.60 34.77 59.33 { 92.52 92.52 0.00 5.19 5.31 35.68 34.85 59.33 93.52 93.52 0.00 5.23 5.35 35.76 34.94 59.34 i 94.52 94.52 0,00 5.27 5.40 35.85 35.02 59.35 95.52 95.52 0.00 5.32 5,44 35.93 35.10 69.35 t 96.52 96.62 0.00 5.36 5.49 36.01 35.19 59.36 3 97.52 97.52 0.00 5.40 5.53 36.10 35.27 59.37 i 98.52_,- 98.52 0.00 5.46 5.55 35.18 35.47 59.38 i /IlU - Ye( 0 ye(I tz- S-+n R kil FQ e N T -i { � � � i r 1. rI� oil PfM c- Frre boar D --4 F. L. = 55.3C t S' Hi 8 (ULLeKT - S9, 3 - =01 Hydraflow Express-Culvert Report-05/10/13 2 .r Design Criteria & Data 6.B-8 RAINFALL INTENSITY inlhr 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 7.3 7.8 j 1 6 0.10 1 4.4 5.2 } 5.8 6.5 7.0 7.5 7 0.12 4.2 5.0 j 5.5 6.2 6.8 ' 7.2 8 0.13 4.0 4.8 5.3 6.0 65 7.0 9 0.15 3.8 4.6 ` 5.1 5.7 6.2 6.7 10 0.17 3.6 4.3 4.8 5.5 6.0 6.5 . 11 0.18 3.4 4.2 4.7 5.3 5.8 63 12 0.20 3.3 4.0 4.5 5.1 5.6 6.1 13 0.22 3.1 3.8 4.3 5.0 5.4 f 5.9 14 0.23 3.0 3.7 4.2 4.8 5.3 j 5.7 7t_ 15 0.25 2.8 3.5 r 4.0 4.6 5.1 5.5 j 16 0.27 2.8 3.5 3.9 4.5 5.0 1 5.4 17 0.28 2.7 3.4 3.8 4.4 4.9 5.4 18 0.30 2.7 3.3 f 3.8 4.4 4.8 5.3 19 032 2.6 3.2 3.7 4.3 4.7 5.2 20 0.33 2.5 3.2 3.6 4.2 4.6 5.1 I 21 035 2.5 3.1 3.5 4.1 4.5 5.0 22 037 2.4 3.0 3.4 4.0 4.4 4.9 23 038 2.3 2.9 3.4 3.9 4.3 4.8 s 24 0.40 2.3 2.9 1 33 3.8 l 4.2 4.7 25 0.42 2.2 2.8 1 3.2 3.7 4.2 1 4.6 26 0.43 2.2 2.7 3.1 3.7 4.1 4.5 27 0.45 2.1 2.7 1 3.0 3.6 4.0 ; 4.4 28 0.47 2.0 2.6 3.0 3.5 3.9 4.3 29 0.48 2.0 2.5 2.9 3.4 3.8 1 4.2 j 30 0.50 1.9 2.4 ; 2.8 33 3.7 4.1 Rainfall Intenshy/DurationlFrequency Relationship for Connecticut(English Units) Table B-2.1 ConnDOT Drainage Manual October 2000 Y' v Hydrology 6.9-5 The final element to be factored into the determination of runoff coefficients is the land slope. As the slope of the drainage basin increases, the selected C value should also increase. This is caused by the fact that as the slope of the drainage area increases, the velocity of overland and channel flow will increase allowing less opportunity for water to infiltrate the ground surface. Thus, more of the rainfall will become runoff from the drainage area. In summary, it should be reiterated that in assigning a value to the runoff coefficient for use in the rational method,the engineer must rely heavily on experience and judgement, Table 6-3 Recommended Coefficient Of Runoff For Pervious Surfaces By Selected Hydrologic Soil Groupings And Slope Ranges Slope A B C D Flat 0.04-0.09 0.07-0.12 0.11-0.16 0.15-0.20 (0- 1%) Average 0.09-0.14 0.12-0.17 0.16-0.21 0.20-0.25 (2-6%) Steep 0.13-0.18 0.18-0.24 0.23-0.31 0.28-0.38 (Over 6%) Source: Storm Drainage Design Manual, Erie and Niagara Counties Regional Planning Board. Table 6-4 Recommended Coefficient Of Runoff Values For Various Selected Land Uses Description of Area Runoff Coefficients Business: Downtown areas 0.70-0.95 Neighborhood areas 0.50-0.70 Residential: Single-family areas 0.30-0.50 Multi units,detached 0.40-0.60 Multi units,attached 0.60-0.75 L �`{) Suburban 0.25-0.40 Residential(0.5 ha(1.2 ac)lots or more) 0.30-0.45 Apartment dwelling areas 0.50-0.70 f. Industrial: Light areas 0.50-0.80 Heavy areas 0.60-0.90 � Gt�`` � � Parks,cemeteries 0.10-0.25 Playgrounds 0.20-0.40 Railroad yard areas 0.20-0.40 Unimproved areas 0.10-0.30 Source:Hydrology,Federal Highway Administration,HEC No. 19, 1984 October 2000 ConnDUT Drainage Manual 6.9-6 H drolo gy Table 6-5 Coefficients For Composite Runoff Analysis Surface Runoff Coefficients Street; Asphalt 0.70495 Concrete 0.80-0.95 Drives and walks 0.75-0.85 Roofs 0.75-0.95 Source: Hydrology,Federal Highway Administration,HEC No. 19, 1984 ConnDOT Drainage Manual October 2000 7.4-8 Channels Table 7-1 Values of Roughness Coefficient n(Uniform Flow9 Type Of Channel And Description Minimum Normal Maximum EXCAVATED OR DREDGED C_x. C a. Earth,straight and uniform _ 1. Clean,recently completed 0.016 0.018 0.020 U j(:,,b f 0 2. Clean,after weathering 0.018 0.422 0,025 3. Gravel,uniform section,clean 0.022 0.025 0.030 Cc m P a 715 4. With short grass, few weeds ��t� d ekl 0.022 0.027 0.033 1 b. Earth,winding and sluggish 1. No vegetation 0.023 0.025 0.030 2. Grass,some weeds 0.025 0,030 0.033 3. Dense weeds or aquatic plants in deep channels 0.030 0.035 0.040 ! T C k 4. Earth bottom and rubble sides 0.025 0.030 0.035 5. Stony bottom and weedy sides 0.025 0.035 0.045 6. Cobble bottom and clean sides 0.030 0.040 0.050 c. Dragline-excavated or dredged 1. No vegetation 0.025 0.028 0.033 2. Light brush on banks 0.035 0.050 0.060 d. Rock cuts 1. Smooth and uniform 0.025 0.035 0,040 2. Jagged and irregular 0.035 0.040 0,050 e. Channels not maintained,weeds and brush uncut 1. Dense weeds,high as flow depth 0.050 0.080 0.120 2. Clean bottom, brush on sides 0.040 0.050 0.080 3. Same,highest stage of flow 0.045 0.070 0.110 4. Dense brush,high stage 0.080 0.100 0,140 NATURAL STREAMS 1. Minor streams(top width at flood stage<30 m) a. Streams on Plain 1. Clean, straight,full stage, 0.025 0.030 0.033 no rifts or deep pools 2. Same as above,but more stones/weeds 0.030 0.035 0.040 3. Clean, winding,some pools/shoals 0.033 0.040 0.045 4. Same as above,but some weeds/stones 0.035 0.045 0.050 5. Same as above, lower stages, 0.040 0.048 0.055 more ineffective slopes and sections 6. Same as 4,but more stones 0.045 0.050 0.060 7. Sluggish reaches,weedy,deep pools 0.050 0.070 0.080 8. Very weedy reaches,deep pools,or 0.075 0.100 0.150 floodways with heavy stand of timber and underbrush ConnDOT Drainage Manual October 2000 Culverts 8.3-5 8.3.11 Flood Frequency The flood frequency used to design or review culverts shall be based on; • the level of risk associated with failure of the crossing, increasing backwater, or redirection of the floodwaters • an economic assessment or analysis to justify the flood frequencies greater or lesser than the minimum flood frequencies listed herein • location of FEMA and SCEL mapped floodplains • ConnDOT design criteria(see Table 8-4) Table 8-4 SUMMARY OF HYDRAULIC DESIGN CRITERIA FOR CULVERTS CONNDOT DRAINAGE DESIGN CHECK BACKWATER MINIMUM** STRUCTURE AREA FREQUENCY FREQUENCY FREEBOARD CLASS *** kmz mi' ear ear m ft m ft Minor <2.59(1) 25 - - 0.3(1) (no established watercourse Small <2.59(1) 50 Eil - 0.3(1) Intermediate* >2.59(l) 100 500 <0.3(1) 0.3(1) <25.9(10) Large* >25.9(10) 100 500 0.3(1) 0.6(2) <2590(1000) * The designer shall also consider bridge alternative (see 8.3.2 and Chapter 9) for this class when area>2.59 km(] miZ) ** Freeboard is defined as the vertical distance between the design water surface and the upstream control such as the low point of the roadway edge, sill of a building or other controlling element. *** See Section 9.3.3 through 9.3.6 for detailed discussions on structure classification. October 2000 ConnDOT Drainage Manual Drainage Area Map t, PO Al Ala f rr 1 - G 5 PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 10/21/13 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 13-50P,South WindsWWoods (formerly Nutmeg Village) Site Plan Modification Northerly side of Pleasant Valley Rd(access proposed), southerly of So Satellite Rd, Location: easterly of Nutmeg Rd Z Site Plan ® Subdivision No. Acres 47+ Zone MF-AA ❑ Industrial ❑ Commercial Z Residential No. Lots/Unit 155 res; 6 s industrial lots Water: Z Public ❑ Private Well Sewerage: ®Public ❑ Septic System Project Description: Minor changes to approved 155 unit project Future Town-owned property involved? ❑ Yes Z No El new street(s) ❑ new detention area El new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 11/1/13 and return to the Planning Department. Page 1 of 1 Zarambo, Lauren L. From: Bond, Richard Sent: . Tuesdzi , October 22 20,1312:50 PM y , To: Zarambo, Lauren L .Subject. RE: Two In House Referral Forms 0oth.are`relatively rnitor changes from my:perspective; t..haye no.concerns with the changes. Lt.Rich Bond Commander-Special Services Division South Windsor Police Services 151 Sand Hill Rd ".South Windsor CT 06074 860-648-6211 (office) 860-982-0351 (cell) rchaed bondta'-southwindsor.orq This message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged,confidential,and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient or the employee.or agent responsible for delivering the message to the intended recipient,you are hereby notified that any dissemination,distribution or copying of this communication is strictly prohibited. If you have received this communication in error;please notify me immediately by telephone. From:Zarambo, Lauren L. Sent: Tuesday, October 22, 2013 10:25 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 Forms Please find attached In House Referral forms for the following applications: Appl.13-49P„MAX BMW Motorcycles, 1535 John Fitch Boulevard ApplA 3=50P, South Windsor Woods.(formally known as Nutmeg Village), Pleasant Valley Road>South Satellite Road/Nutmeg Road 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.644.25u ext 253 10/22/2013 Page 1 of 1 Zarambo, Lauren'L. From: ; Shaw, Fred Sent: Tuesday, October 22,'2013 2:14,PM To: Zarambo, Lauren L Subject: RE:Two In House Referral Forms Regarding Appl 13-49P: are there floor drains in the service area? Re arding;Appl 1 �5QP no;comrnent 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(cDsouthwindsor.ora_ - From: Zarambo, Lauren L. Sent: Tuesday,October 22, 2013 10:25 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 Forms Please find attached In House Referral forms for the following applications: Appl.13-49P, MAX BMW Motorcycles; 1535 John Fitch Boulevard Appl.13-50P,.South Windsor Woods(formally known as Nutmeg Village), Pleasant Valley Road/South Satellite Road/Nutmeg Road 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 o6o74 86o.644.2511 ext 253 10/22/2013 SOUTH WINDSOR WOODS (Formerly NUTMEG VILLAGE) SITE PLAN Modification — 11/26/13 1. Request for Site Plan modification for the 155 unit multi-family development, now to be known as "South Winsor Woods", on the remaining 49.5 acres, located on the northerly side of Pleasant Valley Road, southerly side of South Satellite Road and easterly of Nutmeg Road South, MF-AA zone 2. The site plan/special exception was originally approved on 7/24/12. 3. There are significant wetlands areas around the property. The applicant received IWA/CC approval 7/18/12. 4. Water and sewer are available to the site. WPCA approval ha been received. Refuse pick up is proposed to be curbside. 5. Sidewalks are proposed along one side of all streets. A bus shelter has been shown at the entrance to the development. 6. As indicated, the changes proposed involve modifying some of the footprints and changing the style of the house designs. It appears that all other zoning requirements are being met. 7. The Architectural and Design Review Board reviewed this on 10/10/13 on the new designs for the houses. Generally, they agreed in concept to many of the changes being considered and encouraged the applicant to continue in developing flexibility in the designs they were to offer. One concern expressed is that commonality be maintained between the two aspects of the development and that similar materials, architectural elements and colors be used throughout the project. The Committee endorsed the architectural styles that were being pursued. They indicated they would like to have the applicant return with the final colors and material samples for the project. If approved, the Planning Department would request an approval condition that all the conditions of the previous approval remain in effect. P.O.BOX 1 167 425 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 n PHONE: 860.291.8755 FAX: 860.291.8757 0 � www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS /SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, 4 Rhode Island • November 25, 2013 : Town of South Windsor, CT Attn:,Jeff Doolittle, P.E. -Town Engineer 1540 Sullivan Avenue South Windsor, CT 06074 : Re: Responses to Town Staff Comments (Dated 5/18/12) DPI No.: 1308 South Windsor Wood (formerly Nutmeg Village) : Pleasant Valley Road Dear Mr. Doolittle: : Our office received your engineering site plan comments dated May 18, 2012, for the Nutmeg Village application. Abbreviated responses shown below were provided to you back on July 5, 2012. Due to design changes that have occurred since then, some of these responses needed to be modified. Therefore, for clarity supplemental/modified responses are shown in bold. : 1 . Plot Plan drawings (sheets CP-1 thru CP-5) show the required labels and dimensions. 2. This area is proposed on street parking. : 3. Bus shelter has been added to the plans. • 4. The clubhouse will be constructed prior to the completion of 50%of the residential units. 5. The side walk has been realigned. 6. Sidewalks are now continuous through the driveways. 7. A 18' wide emergency access has been added. The connection will be between Kennison Court and South Satellite Road. • The location has been changed from the end of Pepin Place to South Satellite Road. • 8. The horizontal geometry for all roadways are described and annotated on the plot plans (sheets CP-1 thru CP-5). 9. At least 20' of driveway is provided between the back of sidewalk and garages for all • residential units. : 10. Street lights, street name signs, traffic control signs, and stop bars are shown on the plot plans (sheets CP-1 thru CP-5). : 11 . Vertical curves have been removed. See roadway profiles (sheets PP-1 thru PP-4). 12. Only the first three buildings will not be provided with sanitary sewer basement service. : 13. With the exception of the first three buildings, all residential units with basements will not require a sump pump. : 14. The first three buildings will require a sump pump. This is noted on the roadway profile drawings (sheets PP-1 thru PP-4). : • 15. The first floor elevations of all units are shown on the grading plans (sheets CG-1 thru CG-5). : 16. The maximum slopes for the three detention basins are noted on the grading plans. (sheets CG-1 thru CG-5). : 17. The trash rack detail has been revised. The detail depicts a trash rack made of%z" smooth steed bars with 3" openings. • 18. Riprap emergency spillway swale has been added to pond #1 (sheet CG-3). : 19. It is expected that no utility conflicts will occur. • 20. We believe that the proposed site elevations and stormwater collection system will provide for a quality environment free from any detrimental impacts due to shallow groundwater conditions. 21 . Roadway underdrains are proposed along Shepard Way. This is the proposed road where there is a substantial earthwork cut. Refer to roadway profile drawing on sheet PP-4. • 22. At this time, individual connections to each residential unit are not depicted on the plans. It is our intention to approach this issue with the Water Pollution Control Authority(WPCA). Should the WPCA require individual connections, the changes to the plans will be made. WPCA has permitted single connections. 23. The sanitary sewer collection system has been designed in conformance with the following requirements set forth in the Town of South Windsor Public Improvement Specifications: • All building sewers will be 6" PVC SDR 35 with minimum 2% slope and 3' cover. • • With the exception of the first three units, all buildings with basements, will be provided with sanitary service to such basements. • All sanitary sewer mains will be 8" PVC SDR 35 with minimum 0.5% slope. • Assuming that all units have three bedrooms, the anticipated design flow will be 0.43 cubic feet per second (Assuming 4.0 peaking factor& 150 gpd per bedroom). • An 8" sewer flowing full yields a carrying velocity of 3.2 ft/s. Design of the sanitary sewer pump station has not been completed. It is expected that plans will be prepared by Blake Equipment. • Plans have been prepared by Frank Smith of Electric Technologies Company.They are currently being reviewed by Fred Shaw. 24. At this time, the bridge design is not complete and is shown on the plans for illustrative : purposes. Bridge design is near complete and included in the latest plan set (sheets C-1 &C-2). It can be expected that minor changes to the bridge design will be made. • 25. Guard rails have been added to the plot plans (sheet CP-1). However, it is anticipated that the extents and connection points of the guardrails with the bridge parapets, will Likely be changed following completion of the bridge design. See comment above (#24). 26. The increase of runoff from the Pleasant Valley Road watershed was due to additional runoff created by the proposed site driveway. The plans depicted the first 60 feet of the driveway as sloped toward Pleasant Valley Road. The profile of the driveway has been adjusted so that the high point of the driveway is less than 15' from Pleasant Valley Road. Although there will be a slight increase contributing to the Town road, it will be negligible. It is expected that no detrimental impacts to downstream resources will occur as a result of the proposed development. Although peak runoff volumes will result, peak rates of discharge will be less than what currently exists. • 27. At this time, the applicant is unsure whether permission to work on the pond has been granted. A comprehensive plan will be provided in the future. However,it is expected that • the work will begin after the majority of the development has been constructed. The work will include dredging the pond to remove a substantial amount of sediment deposits clearly visible throughout. Pond restoration plan is included in the latest set of drawings (See sheet CD-8). 28. The plot plans show the proposed widening (sheet CP-1). Should you have any questions or require any additional information. Please feel free to contact our office. Sincerely, Andrew Krar, P.E. +�. • V - _ 1540SUtL1VAN AVENUE • SOUTH WIND SOR, -T--Of 74 r°s©R C TELEPHONE-(860) 644 2511 CEI2T-IFIED MAIL 7011 1570 0000'6337 4212 Dect bei 2--2013 I&M Building Company,Inc4 I10 Brook Street Torrington, CT 06790 Dear Sirs: Re: App1.13-50P, South Windsor Woods Multi family Development 400 Pleasant Valley Road, Site Plan Modification We are pleased to advisei you that the Planning&Zoning Commission voted on November 26, MI to approve with modifications the above referenced application fora Site Plan Modification. This approval is fora site plan,modification for minor site changes and architectural changes for the approved 155 unit multi-family development, to be known as "South Windsor Woods" (formerly Nutmeg Village), on 49.5 acres, for properties identified as L023 Pleasant Valley Road, and portions of 38S-Pleasant Valley Road aid a portion of R003 Nutmeg Road, located on the northerly side of Pleasant Valley Road, southerly of South Satellite Road and easterly of Nutmeg Road South, MF-AA zone, as shown on plans prepared by Design'Professionals, Inc. dated October 21, 2013 as revised, Project 1308. 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. All previous approval condition of Appl 12-28P Nutmeg Village stated in PZC letter dated 7/24/12 remain in effect 3. The engineering comments dated 11/26/13 shall be incorporated into the final plans. 4. The applicant must return to the Architecture.Design and Review Board to present final elevations and material board with colors. 131ack and white transparent mylars of Sheets # App1, V1-1, V1-2, CPI-CP5 with the above" Modifications, together with three blueprint copies of the entire set of plans with live signatures and raised seals (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 and the Water Pollution Control Authority must be reproduced on the mylars. Aber Ike mgar h been sg ed by tl2e Cotnm� sion, they will be returned to you foril�ng in the' df ee of the o ri Clerk Af r -iug these plans, a copy the receipt mush be subm ttea:to tlfe Planning 6e�artment _ Sinc mei , - Y� ,� r - s _.,0--,�,--I---.I,-�--,--,--�-I_,.-�1.'1"--'---.--—,I,.l-,,,�,I..,l-�,-.:,,.---��,-:---�,�-:-1�---:,,1:I----,-.-1--�I-�----.,-1,,-I--.---,,,--,:-�,-.�-_,,-��,I--:�,:,�'-�-,sI�_�­-,'In---._":I�'',--,--,,,-�-�l,I�_-,-,-�_�I-�1''�1-�:I--�,,-�17:;-:�,:,'��,I-:.1:-I---,.�-1--3 1-M,,,�-�,—�l-R-�,-:l:,��--�-1.7��,,.-,,,-;-�%I,�,��-.---,:.-�''I�.-,---'-.,�&.�"�d�- Bart Pacekoris,.Chairman Planning`and Zt�nir g C-, ssi n BPlllI'llz '. - I 1, - " �-, � -, - --, , ., - 'M � � , �1. - . - 1. - .. , ;. , r,i- . . � � - -: -�7 r : c Ben.Wl eh Deszgn Professionals,Ine - - Town Engineer: Chief il1*09 , , al Asses1.sor Superintendent of Pollution Control Fire Marshal S perinteridoit of Schools = - .`0W N St4 J a .Q 01 9 r. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �f�OSOR-CO TELEPHONE (860) 644-2511 February 11, 2014 Steven Temkin T&M Building Company, Inc. 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin, Re: Preconstruction Meeting for Appl. 13-50P, South Windsor Woods IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lipe SW Planner michele.li era)so uthwindsor.or 644-2511 x252 Jeffrey Folger SW Planning 'effre .fol er southwindsor.or 644-2511 x229 Jeffrey Doolittle SW Engineering 'effre .doolittle soutliwindsor.or 644-2511 x245 Fred Shaw SW Public Works fred.shaw southwindsor.or 644-2511 x247 Bernie Drabek SW Engineering bemard.drabek a southwindsor.or 644-2511 x241 Glenn Buonanducci SW Police Dept. Tenn.bu.onanducciasouthwindsor.or 860-648-6266 Gary Johnson Simscroft-Echo gjohnson@,simscroft.com 860-658-3674 Farms, Inc. Steve Temkin T&M Building Co., steve.temkin@tandm.com 860-489-9229 Inc. Bob Urso Nutmeg Village 860-268-2452 Bill Prokop T&M Building Co., william.prokop r tandm.com 860-883-5910 Inc. Andrew Krar Design akrarkdpinc.com 860-291-8755 Professionals, Inc. Laurie Fiore Yankee Gas fiorelc nu.com 860-292-2209 Cathy Hoggatt AT&T chl832 att.com 860-725-4433 Michael Girard Simscroft-Echo m irard e,simscroft.com 860-658-5790 Farms, Inc. Jim Martucci Simscroft-Echo jmartucci a,simscroft.com 860-658-3673 Farms, Inc. The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All topsoil stockpile areas to be protected (ringed with haybales or equal). 2. During construction a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to Pleasant Valley Road and South Satellite Road. Calcium chloride or water is to be used for dust control as required. 3. 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 in Pleasant Valley Road with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Placement of bituminous concrete, two (2) inch layers maximum e. Installation of sanitary sewers 3. A street cut permit is needed for the new road/driveway on Pleasant Valley Road and any utilities in Pleasant Valley Road. A street cut permit may be required for utilities on South Satellite Road. 4. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 5. 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. 6. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 7. An as built plan will be required for the improvements to the site. A separate as built plan will be required. 8. 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. 9. All 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. 10. Any problems and/or questions regarding construction of this project will be directed to Jim Martucci of Simscroft in the field at phone 860-573-7176 or Bill Prokop of T&M in the field at phone 860-883-5910. 11. All filling to be done.in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 12. Job meetings will be held as needed, and can be called by the developer or Town. 13. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 14. 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. 15. Normal hours of operation 7:00 a.m. —5:00 p.m.,no work on Sunday. 16. A drain layer's permit will be required for the sewer main and a separate sewer permit will be needed for each building connection. 17. No paving after October 15 or before April 15 without written approval from Director of Public Works. 18. Extra 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. 19. Inspection of gravel access road required prior to placement of topsoil. 20. Sanitary lateral locations should be tied down to existing structures and shown on the progress as built. 21. 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. 22. During construction of individual sanitary sewer house laterals, the contractor shall prepare an as- built sketch on standard form provided by the Engineering Department. This form should 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. 23. During construction for individual house lots, lot to lot drainage must be addressed with drainage swales as necessary. For lawn establishment, town staff will be requiring erosion control measures 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 (except landscape bond which is due at the time of the first Certificate of Occupancy); mylar to go on file prior to issuance of building permit. 3. Sign permits are required for all temporary and permanent signs. 4. Zoning permit fees - $35 single family houses; $25 multi-family building due at the time of the building permit 5. PZC approval conditions of note: buffer plantings to be reviewed in the field with staff; once 50% of the CO's have been issued, the clubhouse must be completed. SN1ET/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, ck 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 SIGN -IN SHEET (please print clearly) NAME COMPANY ADDRESS and / or EMAIL TELEPHONE ��4 46 -7 Ile 5, vet e k�.� "� ,, e! Co. lnc, f'feve. -1—e � f z z<11 -7755 j' T4)S c v x ZZ9 uQ of o� t W a�l�5a c r AW To SCj S � c o M`��L G'ir�.-� S'� ��-�c�p �. �� � .�-►^e�.�o�r =,SP6dST"�-57:7}o Z�W N Sf4 x F w� -/-o� 0-P siou� V&U&O-t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 sox-CO TELEPHONE (860) 644-2511 February 18, 2014 Attorney Ralph Alexander 225 Oakland Road, Suite 306 South Windsor, CT 06074 Dear Mr. Alexander: Pursuant to your request regarding that certain buffer easement running over the westerly boundary of property at 43 8 Pleasant Valley Rd., currently in the name of Rohan and Michelle Taylor I provide the following: 1. The buffer easement in question was conveyed by the Taylor's to Horseshoe Lane Associates, LLC ("Horseshoe Lane") the current owner of the 49+acre parcel to the west of the Taylor property. Said buffer easement was dated October 8, 2013, and was recorded on October 9, 2013 in Volume 2375, at Page 339 et seq. of the Town of South Windsor land records, copy of which document is attached hereto and made a part hereof. 2. The said property of Horseshoe Lane was approved as a development intended to be a planned community as a result of the approval of Horseshoe Lane's application to the Town of South Windsor Planning and Zoning Commission for zone change, subdivision and site plan in 2012. As part of that approval the 25 foot buffer easement was required over the westerly boundary of the Taylor property. By virtue of the approval of Horseshoe Lane's application its property was change from the industrial zone to a residential zone,thus removing the burden on the Taylor's to maintain the 75 foot buffer easement along their said westerly boundary line because they had abutted the industrial zone. Following the approval of Horseshoe Lane's application the buffer easement on the Taylor property was reduced to 25 feet, and under the terms of the approval the obligation to maintain the buffer easement was transferred to Horseshoe Lane,which obligation was required by the Town to be spelled out in a recorded buffer easement. 3. I have reviewed the buffer easement in question and find that it is in compliance with the Planning and Zoning Commission approval of the Horseshoe Lane application, and with the dimensions of the approved survey map filed on the Town of South Windsor Land Records as Map No. 3824. If you have any further questions please not hesitate to contact me. Verryl truly yours Michele R. Lipe, AICP Town Planner for the Town of South Windsor t� TOWN CLlbltii k'iOWreverst+e: 23 5PAGE0339 Ralph J.Alexander,wire VWillard&Alexander,Ld C 6 9 4 2"oaidand Road,Suite 306 South Windsor,CC 06074 BUFFER AREA EASEMENT PERMANENT AND TEMPORARY CONSTRUCTION EASEMENTS KNOW ALL MEN BY THESE PRESENTS, that ROHAN M. TAYLOR and MICHELLE D. TAYLOR, of the Town of South Windsor, County of Hartford and State of Connecticut (the foregoing party hereinafter referred to collectively as "Grantor"), and HORSESHOE LANE ASSOCIATES, LLC, a Connecticut limited liability company with offices in the of the Town of South Windsor, County of Hartford and State of Connecticut (the foregoing parties being referred to hereinafter as "Grantee"), for the consideration of ONE DOLLAR ($1) AND OTHER VALUABLE CONSIDERATIONS, received to Grantor's full satisfaction of the Grantee, does give, grant, bargain,sell and confirm unto the Grantee, its successors and assigns an easement encompassing the right, privilege and authority to construct and to perpetually maintain that certain buffer area (hereinafter referred to as the "Buffer Area") , in, through, upon and over a 25 foot wide strip of land running along the entire westerly boundary of property of the Grantor at 438 Pleasant Valley Road, South Windsor, Connecticut, said Buffer Area being more particular described on Schedule A attached hereto and being made a part hereof. Together with the right, privilege, and authority to trespass on, for the purpose of constructing, maintaining and repairing of said Buffer Area, an additional Ten (10) feet outside of, and next easterly and abutting the Buffer Area, which right to trespass shall terminate upon formal acceptance of the completed Buffer Area by the Town of South Windsor; and to be reasserted only on the occasion and for the duration of subsequent maintenance or repair by the Grantor. Within said parcel(s) described in Schedule A, the Grantee, its successors assigns, shall have the right to perform all such construction and/or maintenance activities, and to pass and repass with men, equipment, to operate equipment, excavate and fill, and to bring in and install materials, all of which may be necessary and/or incidental to the z construction, maintenance and/or repair of the Buffer Area. F The Grantor herein, for themselves and their heirs, executors, o administrators, successors and assigns, shall not erect or allow to be erected any immobile structures in the Buffer Area which may endanger or interfere with its intended use or purpose. v The Grantor herein for themselves, their heirs, executors, administrators, successors and assigns, reserves the right to themselves, their heirs, i Doc ID: 002256060004 Type: LAN Book 2375 Page 339 - 342 OX File# 6294 HL 2 3 15 PaE 0 3 4 0 executors, administrators, successors and assigns, to continue to use the land within the Buffer Area for any uses and purposes provided that the same shall not in any way interfere or be inconsistent with the use of the Buffer Area by the Grantee, its successors and assigns, in fulfilling the purpose and intent for which the Buffer Area is required by the Town of South Windsor. The Grantee, for itself, its successors and assigns, agrees (at its sole cost, expense and responsibility) to construct and maintain the Buffer Area in accordance with all requirements of the Town of South Windsor, and following the completion of any such construction, maintenance, replacement or repair work within the Buffer Area, to restore any disturbed areas of the Grantor's other land lying outside of the Buffer Area substantially to its condition prior to any such operations. The Grantee agrees to hold the .Grantor, their heirs, executors, administrators, successors and assigns, harmless from and against any and all cost, expense, claim, damage to property or person caused by or resulting from the Grantee's use of or. construction and/or maintenance and repair within the Buffer Area. IN WITNESS WHEREOF, the Grantor and Grantee have hereunto set their hands and seals this 8th day of October, 2013. Sign and Sea 'n the Presence of Grantors: 1A Ralp J Alexander Rohan M. Tay or CZ9 f Susan A. Carreiro Michelle D. Taylor Grantee: Horseshoe Lane Associates, LLC ByV - Ralph J. lexander R ert Urso, Manager Susan A. Carreiro 2 : YUR2335 PAGE 0341 STATE OF CONNECTICUT ) ss. South Windsor October 8, 2013 COUNTY OF HARTFORD ) The foregoing instrument was acknowledged before me this 8th day of October, 2013 by ROHAN M. TAYLOR and MICHELL TAYLOR, as their free act and deed. Ralph J. Alexander Commissioner of the Superior Court STATE OF CONNECTICUT ) ss. South Windsor October 8, 2013 COUNTY OF HARTFORD ) The foregoing instrument was acknowledged before me this 8th day of October, 2013 by Robert Urso as manager of HORSESHOE LANE ASSOCIATES, LLC, as the free act and deed of said limite 'ty company. Ralph J. Alexander Commissioner of the Superior Court 3 y1Ut2315PaE0342 k SCHEDULE A That certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut,being a portion of property located at 438 Pleasant Valley Road,said premises in question being located on the northerly side of Pleasant Valley Road, and being designated as "25' BUFFER", shown in shaded area,on a certain map or plan entitled"NUTMEG VILLAGE PLEASANT VALLEY ROAD SOUTH WINDSOR,CONNECTICUT PLOT PLAN PREPARED FOR: HORSESHOE LANE ASSOCIATES, LLC 18-3 ARTHUR DRIVE SOUTH WINDSOR CT 06074 860-268-2452-T DESIGN PROFESSIONALS CIVIL&TRAFFIC ENGINEERS/PLANNERS/SURVEYORS GIS ANALYSTS/ LANDSCAPE ARCHITECTS 425 SULLIVAN AVENUE P.O. BOX 1167 SOUTH WINDSOR,CT 06074 860-291-8755 -T 860-291-8757—F WWW.DESIGNPROFESSIONALSINC.COM PROJECT NO.: 1308 DATE: 05/15/12 DESIGN BY: AJK DRAWN BY: JAS CHECKED BY: AX REVISIONS NO. DATE BY 1 6/15/12 TOWN STAFF COMMENTS MHA 2 7/6/12 TOWN STAFF COMMENTS AK 3 10/3/12 MYLARS AK SCALE: 1"=40' SHEET CP-1"which map is on file, or will be filed,in the Town of South Windsor Land Records and reference to which may be had for a more particular description, said premises to be more particularly bounded and described as follows: Commencing at a monument set marking the intersection of the southwesterly corner of the property of the Grantor,with the southeasterly corner of property the Grantee, and with the northerly line of Pleasant Valley Road, all as shown on the above referenced map; and Thence by a course of N 31°40'24"E, along the easterly property line of said land now or formerly of the Grantee, for a distance of 114.09 feet,to an iron rod found; and Thence by a course of N 34'35'34"E, along the easterly property line of the land of the Grantee, for a distance of 454.87 feet,to a one inch iron pipe found. Thence by a course of S 65' 18' 14"E, along the southerly property line of land of the Grantee,for a distance of 25.38 feet,to a point; and Thence by a course of S 34° 35' 34"W, over the land of the Grantor,for a distance of 458.59 feet,to a point; and Thence by a course of S 31°40'24"W, over the land of the Grantor,for a distance of 107.29 feet,to a point in the northerly line of Pleasant Valley Road; and Thence by a course of N 721 10'29"W,along the northerly line of Pleasant Valley Road,for a distance of 25.75 feet, to a monument set marking the point and place of beginning. RECEIVED FOR RECORD O a l 3 AT � ', a2�PM REGIRO D it+t EOUT CT AY 7Qt CLEF sSi..s�ztn�' ,SOW N Sf4 w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �J�OSOR-CO TELEPHONE (860) 644-2511 August 7, 2014 Frank Lacapra 442 Pleasant Valley Road --------South--Windsor,-ET06074 Dear Mr. Lacapra, We are receipt of your letter dated 7/2/14 regarding concerns related to the development of the multifamily project adjacent to your property.I hope many of your concerns were addressed in the meeting held with Jeff Doolittle,Town Engineer and myself in our office on Tuesday,July 8, 2014. I understand Jeff Folger from my office has been in contact with on several occasion related to the ongoing site work. I wanted to write this letter as a follow up.To recap,based on concerns expressed in your letter and in our meeting, personnel from both the Engineering and Planning departments visited the site to inspect ongoing activities and to assess compliance with the approved plan as well as any other measures that may be necessary to mitigate drainage concerns on site. Bernie Drabek,Engineering Inspector visited the site on July 7 and found that the contractor was in compliance with the approved plan and were utilizing proper measures in the field that were consistent with best management practice in that the contractor was dewatering/pumping from PVC stand pipes surrounded by crushed stone. Mr.Drabek witnessed the ongoing pumping and thought that the water was generally clear from the sedimentation basin. He did observe that the stone check dam in the stream downstream from the outlet had not been installed. Jeff Folger, Senior Environmental Planner visited the site on July 8 and found that the dewatering/pumping process was generating some cloudy water which was entering the watercourse, creating additional turbidity in the pond. He required the contractor to devise additional filtering measures if the pumping was to continue. The contractor has accelerated stabilization measures to the basin.This should minimize fine particulates in the water column. (My understanding is that you have already received from Mr.Folger the letter he issued to the developer related to these items). Staff from the both the engineering and planning departments regularly visit the site to inspect. However, please feel free to contact us with any other concerns that may arise or if you have any additional questions. 4si, erely, Michele R. Lipe,AICP Director of Planning Cc: Jeffrey Doolittle,Town Engineer Jeffrey Folger, Senior Environmental Planner 7/4/2014 Frank Lacapra 442 Pleasant valley road South Windsor, CT 06074 860-906-2376 Town of South Windsor Building Department, I am making a formalret in writing, this be documented, registered and entere n the town of South Windsor records as a formal complaint and request for information please. A new development was approved by the Town of South Windsor located on 55 acres of land that abuts the rear of my property. I have some questions and am asking for some immediate answers in writing regarding the deliberate diversion of water from the said property/project located behind my property (South Windsor Woods) being developed and managed by the Tand M company/corporation. My specific inquiry is focused on water (surface, rain and possibly wetlands water) being diverted and collected to a newly created "holding area" now being directly and manually pumped onto my property.. When the project began the entire area being developed was surrounded by Silt fence barrior. Since then a very large generator has been running night and day for many weeks. This generator has many pumps connected to it pumping and diverting water to different areas of the development property. Since then, and specifically why I am now asking for an explanation, different "pumping stations" have been set up diverting water through newly created piping systems moving water from the properties original locations to this enormous "holding area, pond/lake area" that was manually created on the development property. The silt fence barrior has been deliberately cut open. Now, utilizing the generator and many pumps and firehoses, to pump water from the "water holding area" created on the development property into the stream and pond on my property. Silt has now filled my pond almost to the full height. The water (which used to be clear) is now a constant brown /muddy appearance. This has negatively impacted wildlife that utilize the pond like turtles, fish, ducks, blue harran, etc. The constant pumping along with the recent two rain storms have demonstrated a "change in the the type and amount"of water that used to naturally flow through my stream, into my pond, and across pleasant valley road. Water now breached the maximum height(I have several videos and pictures included on a DVD disk I am including) of the pond. Water now travels over the top, across my lawn and has damaged grass, washed out, and moved earth and dirt onto my property lawn and stream areas. I am asking for a resource from the Town of South windsor to provide an understandable response in writing that explains what is going on, what action will be taken, and provide what other"resources" I may need to involve to represent my concerns and interests. I am also asking for the pumping and diverting of water from the delevopment property to stop immediatly (unless it is understood,justified, approved and has been investigated) I have never had any type of water, flood, seepage into my home since we moved in over five years ago. Please provide an immediate response to my inqueary and visit the site so you can see first hand what is occuring, the condition of my pond, washout and current visual of the pumping going on. I appreciate your attention to this matter in advance and have faith this will be addressed. Kindest regards, The Lacapra Family Frank Lacapra o a . . . NAT ww*.UndM.com r DISTINCT:1VE HOMES RIESTMOING HOMES,D,UPLEXE S & TOWNHOUSE 860-883-3479 M 7/4/2014 Frank Lacapra 442 Pleasant valley road South Windsor, CT 06074 860-906-2376 Town of South Windsor Building Department: This document provides documentation that I personally brought a formal request for information and require a response in writing (letter dated 7/4/2014 to the South Windsor Building department). I have several videos and pictures (inclided on a dvd drive) which I am providing the Town of south Windsor . Acknowledge the reciept of the letter, DVD, complaint/request for wrtten respose providing explanation of water diversion onto my property that abuts the project"South Windsor Woods" being developed by the TandM company/corporation. Please register and record this document, the other letter and the DVD as permanent records at the town of South Windsor. Town of South Windsor Date Department Homeowner Frank Lacapra property located at 442 Pleasant Valley Road South windsor CT Date �pW N SFR C� cam- ��!! V&U&ot /� op SU�LL s w° 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 f�°soR'co"'`� TELEPHONE (860) 644-2511 Date: July 9,2014 o-Jim Iartucc Sims Cons ruc ion From: Jeff Folger,Environmental Planner/Conservation Officer Town of South Windsor Re: Repairs needed The significant de-watering measures occurring on the South Windsor Woods site have led to complaints from downstream landowners on the quantity and quality of discharge water. The following measures must be taken to reduce construction activity impacts to neighboring properties and receiving waters. Install the stone check dam within the watercourse per the approved plan. The measure'must be large enough to withstand anticipated flows during a significant storm event. Install a system at the outlet of the detention.basin to filter out the silty component of the pump discharge. I would strongly recommend using"flock logs" as a filter/capture medium. Investigate whether the detention basin finished bottom elevation can be raised to avoid excavating into the clay layer. This would substantially reduce the amount of suspended silts that would have to be treated. Complete grading on the detention basin and stabilize per the approved plan ASAP. The flared ends discharging into the basin are downward cutting into the slopes of the basin, increasing the suspended solids within the water column of the basin. This adds to the overall sediment load in the water and can result in a higher amount of sediment being discharged into the receiving watercourse. A short term-solution must be developed and implemented. . The small pond downstream of the construction site located on 442 Pleasant Valley Rd is slated to be excavated after construction is completed. It may be beneficial to excavate a portion of the pond closest to the property boundary during low-flow conditions this summer to provide additional storage in the event of a significant storm event. AOW N Se 4 C To� O-P S_0� V&U&ot wC, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSOR-CO � TELEPHONE (860) 644-2511 January 8, 2015 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-50P, South Windsor Woods The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods Rockville $20,000 2/12/15 E&S South Windsor Woods Rockville $25,000 2/12/15 Wetlands Mitigation South Windsor Woods Rockville $50,000 2/12/15 Stormwater Structures In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly you , Michele R. Lipe Director of Planning MRL/llz (OyN Sf4 t� u 7-01 074e s;gu L V&U&ot • C� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 February 5, 2015 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-50P, South Windsor Woods We have not as yet received any renewals of the letters of credit listed below which expire on February 12, 2015 as noted in our previous renewal request. Please be advised that discussion of this matter will be placed on the February 10'h agenda of the Planning & Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods Rockville $20,000 2/12/15 E&S South Windsor Woods Rockville $25,000 2/12/15 Wetlands Mitigation South Windsor Woods Rockville $50,000 2/12/15 Stormwater Structures Very truly yours, Michele R. Lipe Director of Planning MRL/llz TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: j CHANGE ORDER CONTACT PERSON i i �X ,� i� Phone No.((�- a Address ElC6 Ft"z.,_> ,11 t4. r' , yery, -b Site Name COL, r� _(, .) P&Z no. Owner ! Phone No.` ) Contractor Signature of Owner . .:� t,� �I::-ram-, �.;, Date: /_ x - 4 u` -` Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) -IAI Zee,6aOr- /1 N,f U,i/i;" 70aJA" rji-1S� ;;'/J/L i s li . )'v�!![rr '�li�r�✓ } i�. ��L,�J.tJ �'1 S .xa JG i�f�, t•_ T��i 4/ /S %i'C% r- /�sill��s.�y 7- 7 J >t? 1 f �� � ,>, i 1�h�f;�; 'b `• i��iS i't7 ���rx>>ui i� w �� r- s .cJ��T' Y /ytttlG f �- Reason for Change: (Why is change required) v - v1r APPROVALS: (As Re ,airefl Dir. Of Planning ;�1 ( Date: 1 Town Engineer - '"` $ Date: Dir. of Public Works Date: Other Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning EXISTING IVES BUILDING TYPE 2 IVES BALTIC EXETER BALTIC EXETER 31' 28' 20' 20' 28' 31' 158, PROPOSED T IVESBUILDING TYPE 4 IVES EXISTING/PROPOSED BUILDING DRAWN BY : JTR SHFOR EXETER DOVER EXETER DATE JANUARY 7, 2015 31' 28 16' 24' 28' 31' 40' 158' TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: _ CHANGE ORDER CONTACT PERSON_hj phone No S', G Yv Address Site Name_ a( -q-1 �{}� ;�S� i�), � P&Z No. Owner ! fryf j_AA_ Co. �'.. Phone No. Contractor ' Signature of Owner ;, �� 1AI Date: ZZ L,7,) 5� ' Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include /y Four (4) copies of plan/profile of Change. ) / yt�17) a"ytira:-Tl"6L IpE V% 1% �* i o)*A) Y 64o r-- 1 n ir'"41 y i-iE 17 0 r Ak"Y v i-O rC La Cie es s rn � L4 f Id rwt.S 1-71 vj vj-0 f �.. �r� --rT-imp a lyy e�,41> f<ui4�4.. 0 ("KLA 1—Li CTr' C1 / 2 It -T 11 i cl jC )?1' -C L A J"fr 1) 1-t�(.l, �J7. � 1rt ( l�113�Cr- 4►V '7i'7 �� � L 1 f r— 0;: kt, l7 L i x f F_- Z-vi = vta ry Reason for Change: (Why' is change required) TMi� � D k'v�f �a � �v,� f`�����-Y'/ V� t� t C� � �- !��-�<+ �c�� -t � �`�+ l�L►� �� F v,2 J f.CJ ),Q-e ? � 0" 7-77 APPROVALS: (As Required) Dir. Of Planning Date: 7 Date: I Town Engineer. v - le Dir. of Public Works Date: Other: Date: STAFF COMMENTS: � > _ nIlk _F'f, A s I /n, r - /--9 t(r r .,,/ C� z 1 N' ,' t White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: ` CHANGE ORDER CONTACT PERSON �>i � t v �' Phone No Address Site Name_. Ut�- �,(_��ric73�1( (',() J� P&Z No. Owner Phone No.(A60 Contractor jvF jv` ' te, t��a Signature of Owner ' '/ ; Date: �( �' 70 r,.. Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) U W i r- 770,k),01V y V S Reason for Change: (Why is change required) aAl 'r PZ,F£L- APPROVALS: (As Required) Dir.. Of Planning Date:- f 12' j Town Engineer Date: t Dir. of Public Wo ks Date: Other: Date:- STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: II CHANGE ORDER CONTACT PERSON W f 1�i �1�+`� � Phone No �(J E'33- IU Address Site Name SvurH WINDSo2 (,t Ou'OS P&Z No. Owner f M 12, g'M L-;a t'N tr C'v. i- iVC . Phone No( k z 4 k~t -9 Ir Contractor Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) �� U.��;�.► a. t'i2 t:e � +`j��� ►��1't"'�.;� � K 1 k Cr ,�: �f�i� '��A�-7';;�s�.f t'L.AC, - c;:. l'.{i�� F d�� 't-U THin Reason forChange: (why is change required) $.'f E_ T!1 L f f i S t d; �> ! F� In Il✓� 14 C a G� !�i_ �iJi3fr/vrt �7 ItF APPROVALS: (As Required fi�t+ Dir. Of Planning ;%1,! Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow Applicant Pink —Director of Planning N 4 99�r 2" i SE 1 op OD C �ccr \ I II _ Wes. i � tl1` «ram� E � I5 I44 I► Is , P I/12, J t 1 � I iCC) !U ► I � `�1',� � Sri �' �o ma . _ it 11 -- 2.3 Z � / I r` TVA J� a TOWN OF SOUTH WINDSOR STAFF SITE CHANGE. FOR SITE & SUBDIVISION GENERAL: �i CHANGE ORDER CONTACT PERSON1b� �i l y,}V� (�t�1�U Phone No l d G -;) 5 V IO Address '100 Site Name � y�A ' L'u"„o-4 SJ/t W cUcx1 S P&Z No. Owner ILi1 (c� + f�J ► Phone No << ,� f- �,72 Contractor Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) =- �,. 71--1/N J w r= 41 J L l y r'� Play ✓V,_�• 1 F J �n 11.,� t- X t r,t r 5 {,cJ L f,j{L) i y 6L i—�i/ �� t U � r'O k H L. i �r'T '�1-- UJ r ! t'r {� F F— 10, 11 0 ! . Reason for Change: (Why is change required) t ✓t= J �./� ✓�.Vr`1 �(_►/l L% APPROVALS: (As Re wired) Dir. Of Planning Date: -7 J i Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink Director of Planning i American Revolution Deluxe Full Cutoff LED Series ARDCL PRO DUCT SERFS ARDCL Features: • Long-life platform:both the LED light engine and electronic multi-volt driver (120-277V)are rated • 100,000 hrs at 250C ambient(per LM-80) • Surge protection device(standard)exceeds ANSI C62.41 Category C1 criteria(surge tested at 10kV/5kA) • Hinged hood and captive thumb screws provision afford quick,easy access to electrical and optical area for servicing • Slipfitterwith three set screws allows secure installation to pole sizes 2-3/8" or 3"0.01 • New DTL photocontrols for solid-state lighting(PCLL option)complies with ANSI C136.10 criteria x • Downward lumens exceed that of a typical 15OW HPS platform • 3K,4K and 5K CCT choices • CSA listed at 30°C • LED electronic OV-10V dimmable driver Applications: • DesignLights Consortium®(DLC)qualified product.Not all versions of this Streetscapes product may be DLC qualified.Please check the DLC Qualified Products List Walkways at to confirm which versions are qualified. Pathways Parks DIMENSIONS 17(432) 3.73 Cupola height P3 without ROAM 29-3/8 Shown in line diagram (747) 5.03 3 L. _T Cupola height Cupola height P5/P7 without ROAM P5/P7 with ROAM Effective Projected Area(EPA) The EPA for the ARDCL 1.35 sq.ft. P5 or P7 option total height is 24.9(633). Approx.WL=39 lbs. All dimensions are inches(millimeters)unless otherwise noted. Nntr-Snnrifiratinns suhiarttn rhanna withnut nntir.r American .a_ American Revolution Deluxe Full Cutoff LED Series ARDCL l R l Example:ARDCL 30LEDEIO MVOLT 4K R3 Series Performance Package Voltage Color Temperature(CCT) ARDCL American 30LEDE10 30 Chips,1000 mA Driver,106 input watts MVOLT Multi-volt,120-277V 3K 3000K Revolution 30LEDE70 30 Chips,700 mA Driver,67 input watts 347 347V 4K 4000K Full Cutoff 20LEDEID 20 Chips,1000 mA Driver,72 input watts 480 480V 5K 5000K Deluxe LED 20LEDE70 20 Chips,700 mA Driver,47 input watts 10LEDE10 10 Chips,1000 mA Driver,40 input watts lDLEDE70 10 Chips,700 mA Driver,26 input watts Distribution Options R2 Type II Paint Miscellaneous R3 *pe III (blank) Black(standard) NL NEMA Label R5 Type V GY Gray TL Tool-less Entry DDB Dark Bronze LDR I Ladder Rest WH White SH Shorting Cap BZ Bronze SHXa Not CSA Listed Shorting Cap HISS House Side Shield Photocontrol XL Not CSA Listed (blank) 3 pin NEMA Photocontrol CR Enhanced Corrosion Resistant Finish Receptacle(standard) SS Stainless Steel Hardware NR s No Photocontrol Receptacle RCC a ROAM Dimming Node Cupola Cover PSI 5 pin NEMA Photocontrol Receptacle (dimmable driver included) Accessories P7 3 7 pin NEMA Photocontrol Receptacle RNC571 ROAM Dimming Node Cupola Cover (dimmable driver included) PCLL 1-5 Solid State Long Life Photocontrol PCSS 0A Not CSA Listed Solid State Long Life Photocontrol(120-277V) Notes: 1. Other colors available,please contactfactory 2. PC and SH not available with NR option 3. Taller cupola cover(RCC)is required when used with ROAM or other similar wireless monitoring control systems Cupola size based on type of control and receptacle 4. Standard failure mode="Fail On" 5. Photocontrols supplied with ANSI Standard Turn-On levels 6. XL option is required 7. Ships with unit,field installed 8. Required when using ROAM or other similar wireless 3.73 3.93 5.03 monitoring control systems P3 Receptacle selection PS/P7 Receptacle selection P5/1`7 Receptacle selection Non-ROAM Control Non-ROAM Control ROAM Control Blank P5 or RCC is required with: P7 PS+RCC or P7+RCC American Warranty Five-year limited warranty.Complete warranty terms located at: JWL Electric Lighting- Actual performance may differ as a result of end-user environment and application. AEL Headquarters,3825 Columbus Road,Granville,OH 43023 All values are design or typical values,measured under laboratory conditions at 25'C. unenni amariranalartrirlinhtinn rnm Specifications subjeetto change without notice. r � American Revolution Deluxe Full Cutoff LED Series ARDCL 1 P E R ► T I N G C H ► R ► LEDQuan ty,tnA,CCi Input Wefts R2 R3 R5 R2w/HS R3w/HS R5w/HS 30LEDEIC 3K 106 6276 6427 ISM 5689 5734 5168 30LEDEIO 4K 106 7036 7205 75M 6052 6100 5498 30LEDEIO5K 106 7134 7305 7697 6076 6124 5520 30LEDE70 3K 67 4897 5W4 5272 4435 4470 4029 30LEDE70 4K 67 5479 5610 5911 4718 4756 4286 30LEDE70 5K 67 5555 5689 5993 4737 4775 4304 20LEDEIO 3K 72 4442 4549 4792 4014 4046 3647 20LEDEIO 4K 72 49M 5100 5373 4270 4304 3879 20LEDEIO 5K 72 500 5171 5448 4287 1 4321 3895 20LEDE70 3K 47 3387 3468 3654 3067 3091 2786 20LEDE70 4K 47 3797 388E 4097 3263 3289 2964 20LEDE70 5K 47 3850 3943 4154 3276 3302 2976 IOLEDEIO 3K 40 2355 2412 2541 2113 2130 1920 IOLEDE10 4K 40 2640 2704 2848 2248 2266 2042 IOLEDEIO 5K 40 2677 2741 28M 2257 2275 2051 IOLEDE70 3K 26 1764 1806 19M 1587 1600 1 1442 IOLEDE70 4K 26 1978 2025 2134 1689 1702 1534 IOLEDE70 5K 26 2005 20M 2163 1696 1709 1 1540 NOTE Units in bold and gray are DesignLights Consortium qualified products and listed on DLC QPL AELAmerican Warranty Five-year limited warranty.Complete warranty terms located at: Electric LIghting- Actual performance may differ as a result of end-user environment and application. AEL Headquarters,3825 Columbus Road,Granville,OH 43023 All values are design or typical values,measured under laboratory conditions at 25 T. ,.�., , ­i�,,,e;,�TM; ;; n*; ,,,,,„ Specifications subject to change without notice. t 0'"N Sf4 F 7_0 ale siot� ?d w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �r�OsOR-c° TELEPHONE (860) 644-2511 December 15, 2015 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-50P, South Windsor Woods The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods Rockville $20,000 E&S 1/12/16 South Windsor Woods Rockville $25,000 Wetlands Mitigation 1/12/16 South Windsor Woods Rockville $50,000 Stormwater Structures 1/12/16 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly Yiurs, Michele R. Lipe Director of Planning MRL/llz TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON -ti ?jeo)43 Phone No. %`<!> ��qCu ,--- Address 11 �� '' Site Name So u-r-N LU !r.> 5a 2 w od P&Z No. Owner V11 �J d . Phone No. (K6 Contractor Signature of Owner Date: 3 /z Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) LO Reason for Change: (Why is change required) 1 e t 7 0 L"f - 1 i .K Al a iM i3 is - ►'1 i 1ft ', S Wt ►� "iU U r(,✓; 1� L`/ ie } P t`C.S itir -1 1 A j,4-` `k iA it 7> vvG-.- S a N r �ale. (�t�l5 r Vat > .l Nr YSLJvtae— i kJ "i JAy�'/)V2:11?i2 if; ;�, Jyt7j iU R OU -jgje-0Lt P 0 S -7V vyt F T S✓�r r ` y trl L : w Y. APPROVALS: (As Required) Dir.. Of Planning 'r t,' , Date: IT Town Engineer Date: Dir.. of Public Works j Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Piny - Director of Planning Z TOWN OF SOUTH WINDSOR b•14 STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACTPERSON , S�j'Gi�iffppE Phone No. 40 .130>401-W Address or.c`s� _)' iri:.: c.✓ �°�74 b Site Name n Owner Phone Contractor Signature of Owner Date: Signature of Desi n Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) air r r,ia rf Al64 i l�jCA6, . Reason for Changee: (Wlhy is change required) M CrG Gi-�'T rLc,c.T d'�. CN91�ruH I i,/ N��� ���G��S ��Lf�fr�� cowl Gytc��t►• APPROVALS: (As Re are Dir. Of Planning d f Date: f Town Engineer ;z.F;, ; F ;� Date: �G Dir. of Public Work Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning f r 0� �140 pJ s � � -L (loth-i v SOE C; - EASI SIDL I f I T- I . . I .I . . .2h, fl 1 11111.1 1 A� L WFE-,T SIDE SOUTH SIDE 26 X26 FIXED 26 X26 FIXED 26 X26 FIXED BANK OF 20 ' BANK OF 20 MAILBOXES 4 COUNTER MAILBOXES � co w j v_ z z 00 00 x X - 00 � � o iy D_ Z CD0 D Z i ; r- -,-\ Cu p 0 O x cn o cf) o BANK OF 20 BANK OF 20 4'-6" OPENING MAILBOXES MAILBOXES - - - - - - - - 4'-6" OPENING - - — ^ — — — 2 C' 0 -- i 1 i POND RECREATION AREA CLUBHOUSE 0 'I"OAK I 24"OAK 24 OAK 21"OAK ' 24"OAK 17,.OABW S�1M j I I� ,(aWN Sfq _ Tiov� 01 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 sox•co TELEPHONE (860) 644-2511 September 29, 2016 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Letters of Credit for Appl. #13-50P, South Windsor Woods This is to advise you that the Planning and Zoning Commission voted on September 27, 2016 to reduce the following bonds as follows: Appl. 13-8P, South Windsor Weeds $20,000 E&S Bond reduced by$15,000 to leave a balance of$5,000 Appl. 13-50P, South Windsor Woods $50,000 Stormwater Bond reduced by $45,000 to leave a balance of$5,000 Please forward amendments to the Letters of Credit we are currently holding at your earliest convenience. If you have any further questions contact the Planning Department at 860-644= 2511, ext. 253. Thank you. Sincerely, Gary Bazzano, Chairman Planning&Zoning Commission GB/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner BOND TRANSMITTAL DATE: September 29, 2016 APPLICANT NAME T & M Building Co. , Inc. ADDRESS 110 Brook Street Torrington, CT 06790 PROJECT LOCATION/ADDRESS LOT SUBDIVISION South Windsor Woods P&Z OR IWA/CC APPLICATION NUMBER 13-50P AMOUNT OF BOND $ 235,782 .25 (Phase 2 Bonding) CHECK NUMBER 8600900 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 9/29/16 NAME DATE PROCESSED BY FINANCE Ci+ 30 1� NAME DATE SUB ACCOUNT NUMBER -5 d o a 3 3 MUNIS APPLICATION 201301548 W:\Planning Admin\PZC\Bonds\2016 Bonds\13-50P SouthWindsorWoods Phase2 BondTrans.doo PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 09/29/16 CUSTOMER#: 000000000 TIME: 14:45 CLERK: laurenlz RECPT#: 20894492 PREV BAL: TP/YR: MS/2017 AMT PAID: 235782.25 BILL: ADJSTMNT: EFF DT: 09/29/16 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 235782.25 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 235782.25 AMT APPLIED: 235782.25 CHANGE: .00 PAID BY: T & M BUILDING CO. , PAYMENT METH: CHECK PAYMENT REF: 8600900 �py1N Sf4 _ D F a • �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•co TELEPHONE (860) 644-2511 November 8, 2016 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-50P, South Windsor Woods The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods Rockville $5,000 1/12/17 E&S South Windsor Woods Rockville $25,000 1/12/17 Wetlands Mitigation South Windsor Woods Rockville $5,000 1/12/17 Stormwater Structures In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yo4rs, Michele R. Lipe Director of Planning MRL/llz BOND RELEASE TRANSMITTAL DATE: November 18, 2016 APPLICANT NAME T & M Building Co. , Inc. ADDRESS 110 Brook Street Torrington, CT 06790 PROJECT LOCATION/ADDRESS LOT South Windsor Woods P&Z OR IWA/CC APPLICATION NUMBER Appl. 13-50P MUNIS APPLICATION NUMBER 201301548 SUB ACCOUNT NUMBER 500233 ORIGINAL BOND AMOUNT $ 235,782 .25 (Phase 2 Bonding) CHECK NUMBER 8600900 Please Release $ 235,782 .25 Please release the bond indicated above as all of the required work has been completed. Lauren L Zaram6o Wovem6er 18, 2016 NAME DATE 631 ///Q.0/16 BY CHECK # ISSUED DATE WAPlanning Admin\PZ0Bonds\2016 Bonds\13-50P SW Woods Phase2 BondReleaseTrans.doo _ UNITED BANK (IRREVOCABLE) LETTER OF CREDIT NO. 11162016 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 ATTN:.Town of South Windsor Planning and Zoning Commission We hereby establish our Irrevocable Credit in your favor for the account of T&M Building Company, Inc. 110 Brook Street,Torrington, CT 06790, Project known South Windsor Woods as shown on plans prepared by Design Professionals, Inc. dated October 21, 2013 as revised, and Project 1308 to ensure completion of the infrastructure improvements in Phase II. Available by your drafts drawn up to the aggregate of$235,782.25 (Two Hundred Thirty Five Thousand Seven Hundred Eighty Two Dollars and 25/100). Your drafts are to be accompanied by: THE ORIGINAL OF THIS LETTER OF CREDIT NO.11162016,ANY AMENDMENT THERETO and, A STATEMENT SIGNED BY AN AUTHORIZED OFFICER OF THE TOWN OF SOUTH WINDSOR, CONNECTICUT, STATING THAT THE CONDITIONS SET FORTH IN A LETTER DATED November 16, 2016 FROM THE TOWN OF SOUTH WINDSOR, CONNECTICUT ADDRESSED TO T&M Building Company, Inc. 110 Brook Street,Torrington, CT 06790 IN CONNECTION WITH THE Phase II South Windsor Woods Infrastructure improvements and associated site work,Pleasant Valley Road which project is shown on plans prepared by Design Professionals, Inc.dated October 21, 2013 as revised. HAVE NOT BEEN FULFILLED. It is a condition of this credit that it shall be extended and the expiration date set forth above shall be extended,without amendment,for additional periods of at least one (1)year from the present or future expiration dates hereof, unless sixty(60) days prior to any such expiration date we shall notify you in writing by registered mail, to the above address,that we elect not to renew this Letter of Credit for such additional period. Automatic extensions shall continue until such time as the Town of South Windsor releases the obligation. Drafts drawn under this credit must bear on their faces the clause"Drawn Under" United Bank Letter of Credit#11162016 We hereby agree with you that all drafts under and in compliance with the terms of this Credit will be duly honored upon presentation to the drawee. Very truly yours, United Bank Joshua. an,'qr.Vice President BOND TRANSMITTAL - DATE: September 29, 2016 APPLICANT NAME T -& M Building Co. , Inc. ADDRESS 110 Brook Street Torrington, CT 06790 PROJECT LOCATION/ADDRESS LOT SUBDIVISION South Windsor Woods P&Z OR IWA/CC APPLICATION NUMBER 13-50P AMOUNT OF BOND $ 235,782.25 (Phase 2 Bonding) CHECK NUMBER 8600900 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 9/29/16 NAME DATE PROCESSED BY FINANCE C2.e NAME DATE SUB ACCOUNT NUMBER 5-0 o d 3 3 MUNIS APPLICATION 201301548 W.Vianning Admin\PZC\Bonds\2016 Bonds\13.50P SouthW3ndsorWoods Phase2 BondTmns.doc tOW N Sf q -i 7own aps-a� ?1)&U&0t 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR•co TELEPHONE (860) 644-2511 January 3, 2017 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-5OP, South Windsor Woods The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods Rockville $5,000 1/12/17 E&S South Windsor Woods Rockville $25,000 1/12/17 Wetlands Mitigation South Windsor Woods Rockville $5,000 1/12/17 Stormwater Structures We have not as yet received renewals of the Letters of Credit, which expire on January 12, 2017 as noted in our previous renewal request dated November 8, 2016. Please be advised that discussion of this matter will be placed on the January 10, 2017 agenda of the Planning & Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. If you have any questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly youf, , I Michele R. Lipe Director of Planning MRL/llz �O.NN Srq a 9 r 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SaR-CO TELEPHONE (860) 644-2511 March 6, 2017 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-50P, South Windsor Woods The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods United $366,905 Subdivision . 5/31/17 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, Michele R. Lipe Director of Planning MRL/llz S pWN se4 y T-au� �SV( V&U140t O 9 � w° 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�OSOR•c° TELEPHONE (860)644-2511 April 3, 2017 T&M Building Co., Inc. Steven Temkin 110-Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-50P, South Windsor Woods The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods United $366,905 Su4eli—v1314�as5/3/17 We have not as yet received renewals of the Letters of Credit, which expire on May 31, 2017 as noted in our previous renewal request dated March 6, 2017. Please be advised that discussion of this matter will be placed on the May 23, 2017 agenda of the Planning & Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. If you have any questions,please contact the Planning Department at 860-644-2511,ext. 253. Thank you. Very truly yours, Michele-R. Lipe Director of Planning MRL/llz TOWN OF SOUTH WINDSOR STAFF SITE CHANGE JUN 4 2017 FOR SITE & SUBDIVISION GENERAL: SOUTH K No PLANNING DEPI Ben Wheeler CHANGE ORDER CONTACT PERSON Design Professionals, Inc. Phone No.860-291-8755 Address Pleasant Valley Road South Windsor,CT 06074 Site Name South Windsor Woods P&Z No. 13-50P Owner T&M Building Company, INC Phone No. 860-489-9229 Contractor Signature of Owner A Date: Signature of Design Engr JR�� Date: I l CHANGE: (Describe location nature of change. Include Four (4) copies of plan/profile of Change. ) Modified the originally proposed curb line west of the access drive along Pleasant Valley Road Reason for Change: (Why is change required) Preserve existing trees to west of site access drive along Pleasant Valley Road APPROVALS: (As Required} Dir. Of Planning --rA IV Dater (D//��/ ? Town Engineer _ Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON �' yc, �,►'k, Phone No. j t f, Address �4� r ► 7 ��� 5G'.. �I��'/ Site Name SCLAk tyiod iye- lt,)nq�l� P&Z No. Owner 4- M 11 u 1 11f t Phone No. Contractor Signature of Owner Date: Signature of Desig E "gr. Date: CHANGE: (Describe location an nature of change. Include Four (4) copies of plan/profile of Change. ) 011lys ,. 5uu-� �, tAit,ti�;( z tc. (,r�r��;r�s Cyril vict,) b + ►I 14 ►� �t.,�i�� iE1 � �1r rrs~.� G�•�� ,,•� � i► a•1It; t.c. �i�' Reason for Change: (Why is !change required) DC ti+rw ►1� ��tL � ��[utr'yvor tuwlt`Fi APPROVALS: (As Required) Dir. Of Planning—,' =1Date: >�► �1 Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of .Planning Goldenrod - Engineering Department 4ON Sf4 01/c Soa� ?d&U&01t w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 l�.SOR.CO TELEPHONE (860) 644-2511 September 5, 2017 T& M Building Co.,Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-50P, South Windsor Woods The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods United $235,782.25 -Phase II Site Bond 11/16/17 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, r Michele R. Lipe Director of Planning MRL/llz %Wn O-P siou� V&U141at 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 r�OSOR-CO TELEPHONE (860) 644-2511 December 4, 2017 T&M Building Co.,Inc. Steven Temkin 110 Brook Street Torrington, CT 06.790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-SOP, South Windsor Woods The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods Rockville $5,000 1/12/18 E&S South Windsor Woods Rockville $25,000 l/12/18 Wetlands Mitigation South Windsor Woods Rockville $5,000 1/12/18 Stormwater Structures In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? If you have any questions,please contact the Planning Department at 860-644-2511, ext.253. Thank you. Very truly yours, Michele R.Lipe Director of Planning MRL/llz TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Ben Wheeler CHANGE ORDER CONTACT PERSON Design Professionals, Inc. Phone No.860-291-8755 Address Pleasant Valley Road South Windsor,CT 06074 Site Name South Windsor Woods P&Z No. 13-50P Owner T&M Building Company, INC Phone Na 860-489-9229. Contractor �� �yft- Signature of Owner. ate: Signature of Resign Engr te: Zl• / -d L CHANGE: (Describe location nd nature of change. Include /profile of Change A total of 18 additional parking spaces proposed at various locations along the sites private roadways, Reason for Change: (Why is change required) Additional parking for residents and their visitors. APPROVALS: (As Required) Dir. Of Planning Date:_ )�N "�► Town Engineer Date:- 171/y Dir. of Public Wor sa Date: Other: Date: STAFF COMMENTS: TVA White - Town Engineer Yellow - Applicant Pink - Director of Planning - I FLL NOTES: s j 1. 'CALL BEFORE YOU DIG' — CONTRACTOR SHALL NOTIFY UTILITY a i u COMPANIES OF PENDING EXCAVATION BY CALLING 811 AT LEAST 3 r . ! 1 AL PLANS „� WORKING DAYS PRIOR TO BEGINNING EXCAVATION. i OWN OF SU1.3 i,31 VVi�9V�t�l � Res= N t �;i fa r� ,It I4� 2. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS. ANY l t G RIZ „ C DISCREPANCIES SHALL BE REPORTED TO THE DESIGN ENGINEER � per'; N AND ARCHITECT PRIOR TO CONSTRUCTION. C 'y� ,' -- - - ----- 3. REFER TO SITE PLAN DRAWINGS FOR EXISTING CONDITIONS N Ali INFORMATION, OTHER PROPOSED SITE FEATURES, AND EROSION 41 Ou e \ 28 LEXIE CONTROL MEASURES. INSTALLED BITUMINOUS - � jam CURB TO BE REMOVED LANE X \ Avis . Gam, .. ,. -riF•, � '� LANE e fill % 82 LEXIE __ X LANE INSTALL ADDITIONAL s - \ 9• i c mno SILT FENCE ca m 0 \ . 6 NEW PARKING E y e o V " s u Y a 6 y .� .. SPACES p to m�o INSTALLED BITUMINOUS m 4 BC LC C� URB TO BE REMOVED 6Z INSTALL ADDITIONAL `; `: �,_ "`� i X -� �. SILT FENCE ��G, 67.4 X X GRao3 $8 r i � y � O X n (A X 651 - - - - - ' ` 2 C v 0G 8 O ' 67.7 \ O X ' 7 NEW PARKING 3 ,� _.SPACES 104 PEPIN PLACE X m `` 6 � S 67.9 G�.G 68.02 3 NEW PAR I KI X NG (Q 4 \ g SPACES c X INSTALLED 100 PEPIN v z BITUMINOUS _g 64.5 PLACE 01 CURB TO BE REMOVED 64•1-&X Lu 4' FOOT WALKING TRAIL 6> (CONTRACTOR TO \ MAINTAIN A MAXIMUM X �� ` CROSS SLOPE OF 27.) o X RELOCATE e4 NEEDED TOACCOMMODATE , , ® WALKING TRAIL , - .. _ N , CVa ° - _ 5,•.�N O P REFERENCES: A GRADIIVC PLAN SOUTH WINDSOR WOODS PLEASANT Z INSTALL ADDI110NAL � ;� O.�: p - _ �` VALLEY ROAD SOUTH 6JINDSOR COIVIVECTICUT SCALE: Q ° SILT FENCE _ -+�-+ _ oC p :I m� i I"-40' DATE: 12120113 PREPARED FOR M-1 BUILDING Q PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 11/03/17 CUSTOMER#: 000000000 TIME: 15:08 CLERK: laurenlz RECPT#: 20899065 PREV BAL: TP/YR: MS/2018 AMT PAID: 25.00 BILL: ADJSTMNT: EFF DT: 11/03/17 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 25.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 25.00 AMT APPLIED: 25.00 CHANGE: .00 PAID BY: DUVA JOSEPH PAYMENT METH: CHECK. PAYMENT REF: 7157 SDyiN Sf4 a To� O-P Sou� ?d&U&01t 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 f�OSox•co TELEPHONE (860) 644-2511 January 2, 2018 T& M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-50P, South Windsor Woods The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods Rockville $5,000 1/12/18 E&S South Windsor Woods Rockville $25,000 1/12/18 Wetlands Mitigation South Windsor Woods Rockville $5,000 1/12/18 Stormwater Structures We have not as yet received renewals of the Letters of Credit, which expire on January 12, 2018 as noted in our previous renewal request dated December 4, 2017. Please be advised that discussion of this matter will be placed on the January 9, 2018 agenda of the Planning& Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. If you have any questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly your;, Michel4R. ipe Director of Planning MRL/llz SOWN Se4 C„j U w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR•CO TELEPHONE (860) 644-2511 March 1, 2018 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 061790 Dear Mr. Temkin: Re: Expiring Letter of Credit for Appl. 13-50P, South Windsor Woods Subdivision Bond Phasel The Planning and Zoning Commission is holding the following Letter of Credit: PROJECT BANK AMOUNT EXPIRATION South Windsor Woods United $366,905 5/31/18 Site Bond Phase 1 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? If you have any questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly youx Michele R:_Le Director of Planning MRL/llz t0WN SN 70-wn O-P Sow% ?&Uao�t wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 April 10, 2018 T&M Building Company, Inc. Bob Stanhope 110 Brook Street Torrington, CT 06790 Dear Mr. Stanhope, Re: Preconstruction Meeting for Appl. 13-50P, South Windsor Woods Final Phase IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lie SW Planning michele.li e southwindsor.org 644-2511.x252 Jeffrey Folger SW Planning 'effre .fol er southwindsor.or 644-2511 x229 Jeffrey Doolittle SW Engineering 'effre .doolittle southwindsor.or 644-2511 x245 Bernie Drabek SW Engineering bemard.drabek southwindsor.or 644-2511 x241 Walter Summers SW Fire Marshal walter.summers southwindsor.or 644-2511 x217 Mary Huda SW Assessor ma .huda southwindsor.or 644-2511 x213 Tony Manfre SW Pollution Contr anthon .manfre southwindsor.or 644-2511 x247 Bob Stanho e T&M Building Co. bob.stanho a tandm.com 860-250-6144 Jim Martucci Simscroft 'martueci simscroft.com 860-658-3673 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 Association roads. 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 in Pleasant Valley Road with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Placement of bituminous concrete,two (2) inch layers maximum 3. Drain layers permits must be taken out from the South Windsor Engineering Department to install the sewer manhole and new lateral to the new buildings. There is an $80 permit fee per unit. 4. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 5. 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. 6. Two (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. 7. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 8. 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 South Windsor Woods. A separate as built plan will be required. 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. 11. All 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 Keith Rector from Simscroft in the field at cell phone 860-573-7984. 13. All 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 a certificate of occupancy inspection. An Engineering C.O. inspection fee of$40 and a Zoning Compliance C.O. inspection fee of$25 are 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.—5:00 p.m.,no work on Sunday. 18.No paving after October 15 or before April 15 without written approval from Director of Public Works. 19. Extra 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. 20. Inspection of gravel access road required prior to placement of topsoil. 21. Sanitary lateral locations should be tied down to existing structures and shown on the progress as built. 22. 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. 23. If a concrete monument is located within a driveway, a cast iron frame and cover must be provided for town public improvements specifications. 24. During construction of individual sanitary sewer house laterals,the contractor shall prepare an as- built sketch on standard form provided by the Engineering Department. This form should 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. 25. Any unfinished site work will be bonded prior to Engineering and Planning Department sign-offs for a Certificate of Occupancy. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Department. 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 in place for Erosion, storm water and wetlands plantings must be verified prior to starting site work in the next phase. 3. New site bond for remaining work is required prior to issuance of a certificate of occupancy in the final phase. 4. PZC approval 13 and 14 condition state: 13.The clubhouse shall be completed once fifty percent of the units are occupied. 14. The access road shall be completed once seventy-five percent of the units are occupied(prior to the start of Phase 12). 5. The landscape bond may be required prior to the issuance of the last Certificate of Occupancy if the site has not been completed per the plan. Utilities 1. Contact utilities for coordination of utilities connection. Very truly yo s, ichele R. Lipe,AICP Director of Planning MRL/llz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek,Engineering Inspector Michael Gantick,Public Works Christopher Dougan, Chief Building Official Tony Manfre, Superintendent of Pollution Control Walter Summers,Fire Marshal Utilities PRECONSTRUCTION MEETING SIGN -IN SHEET (please print clearly) NAME COMPANY ADDRESS and / or EMAIL TELEPHONE , �r2 r Gf/6iG/% J!/NJYIZG OLI o 6 7 PROJECT: South WindsorWoods TOWN OF SOUTH WINDSOR Phase 1 STREET: Pleasant Valley Road BOND ESTIMATE FORM P&Z ID: 2014 CALENDAR YEAR ENGINEER: DATE: WORK REMAINING BOND BOND UNIT REDUCTION REDUCTION COMENTS ITEM DESCRIPTION UNIT QUANTITY PRICE COST NO. 1 NO. 2 1 CLEARING &GRUBBING LS 0.00 STRIP &STO KPILE 2 TOPSOIL CY 5.00 0.00 EARTH EXCAVATION 3 (EXCLUDING ROADWAY& CY 14.00 0.00 4 ROADWAY EXCAVATION CY 14.00 0.00 EARTH TRENCH EXC. (0 5 -4ft) CY 10.00 0.00 EARTH TRENCH EX (0 6 -1 Oft) CY 14.00 0.00 EAR CH TRENCH EXC. 7 (0 - 15ft) CY 25.00 0.00 EARTH TRENCH EXC. (0 8 20ft) CY 45.00 0.00 9 ROADWAY EXC. (ROCK) CY 65.00 0.00 ROCK TRENCH EXC. (0- 10 4ft) CY 100.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 1 WORK REMAINING BOND BOND UNIT REDUCTION REDUCTION COMENTS ITEM DESCRIPTION UNIT QUANTITY PRICE COST NO. 1 NO. 2 ROCK TRENCH EXC. (0- 11 loft) CY 125.00 0.00 R K TRENCH EXC. (0- 1215ft) CY 140.00 0.00 ROCK TRENCH EXC. (0- 13 20ft) CY 150.00 0.00 FORMATION OF 14 SUBGRADE SY 2.00 0.00 15 SUBBASE GRAVEL CY 25.00 0.00 PROCESSED 16 AGGREGATE TONS 27.00 0.00 17 COMMON BORROW CY 21.00 0.00 18 GRAVEL BORROW CY 22.00 0.00 BIT. CONCRETE 19 (CLASS 1) TONS 78.00 0.00 STORM DRAINAGE SYSTEM COMPONENTS 60" RCP CLASS IV IN 24 PLACE LF 120.00 0.00 54" R P CLA S IV IN 25 PLACE LF 100.00 0.00 48" RCP CLA SIVIN 26 PLACE LF 100.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 2 WORK REMAINING BOND BOND UNIT REDUCTION REDUCTION COMENTS ITEM DESCRIPTION UNIT QUANTITY PRICE COST NO. 1 NO. 2 42" RCP CLASS-IV IN 27 PLACE LF 85.00 0.00 36" R P LASS IV IN 281 PLACE LF 76.00 0.00 30" RCP CLASS IV IN 29 PLACE LF 62.00 0.00 24" RCP CLASS IV IN 30 PLACE LF 58.00 0.00 18" RCP CLASTIV IN 311 PLACE LF 48.00 0.00 15" RCP CLASS IV IN 32 PLACE 45.00 0.00 POLYETHYLENE PIPE 33 8"ADS-N-12 OR EQUAL 25.00 0.00 34 10"ADS-N-12 OR EQUAL 30.00 0.00 35 12"ADS-N-12 OR EQUAL 35.00 0.00 36 15"ADS-N-12 OR EQUAL 40.00 0.00 37 18"ADS-N-12 OR EQUAL 45.00 0.00 38 24"ADS 50.00 0.00 UNDERDRAINS 40 6" PVC SDS 35 IN PLACE LF 30.00 0.00 41 8" PVC SDR 35 IN PLACE LF 32.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 3 WORK REMAINING BOND BOND UNIT REDUCTION REDUCTION COMENTS ITEM DESCRIPTION UNIT QUANTITY PRICE COST NO. 1 NO. 2 RIPRAP 42 MODIFIED RIPRAP CY 77.00 0.00 43 INTERMEDIATE RIPRAP CY 79.00 0.00 44 STANDARD RIPRAP CY 97.00 0.00 DRAINAGE STRUCTURES 45 TYPE"C" CATCH BASIN EA 3,000.00 0.00 46 TYPE"C" DOUBLE GRATE EA 4,000.00 0.00 47 TYPE "C-L" CATCH BASIN EA 3,000.00 0.00 48 MANHOLE EA 3,000.00 0.00 49 MANHOLE W/DROP INLET EA 1 5,000.00 0.00 MANH LE OVER TEN 50 FEET EA 4,800.00 0.00 511 HEADWALL EA 0.00 52 ENDWALL EA 0.00 53 BOX CULVERT LF 0.00 54 15" FLARED END EA 670.00 0.00 55 18" FLARED END EA 750.00 0.00 56 24" FLARED END EA 900.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 4 WORK REMAINING BOND BOND UNIT REDUCTION REDUCTION COMENTS ITEM DESCRIPTION UNIT QUANTITY PRICE COST NO. 1 NO. 2 57 36" FLARED END EA 1,200.00 0.00 DETENTION OUTLET 58 STRUCTURE EA 4,500.00 0.00 60 RESET M.H. OR C.B. EA 900.00 0.00 61 0.00 62 0.00 63 0.00 SANITARY SEWER COMPONENTS 64 12" PVC IN PLACE SDR 35 LF 110.00 0.00 65 10" PVC IN PLACE SDR 35 LF 90.00 0.00 66 8" PVC IN PLACE SDR 35 LF 82.00 0.00 67 6" PVC IN PLACE SDR 35 LF 44.00 0.00 SANITARY SEWER STRUCTURES 68 Sanitary Manhole EA 3,850.00 0.00 SANITARY MANHOLE 69 W/DROP INLET EA 5,600.00 0.00 SANITARY MANHOLE 70 OVER 10 FT. 4,500.00 0.00 71 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 5 • - - : • : • REDUCTION] - • • DESCRIPTION • • • • MOD ULAR ®S 11 1 11 E�4' FENCE EGUIDEl(TYPE: �_ •1 11 1 11 STRUCTURES& MISC ITEMS • • • RAGE ' • I11 11 1 11 • •• e_ • / 11 1 11 .I. ...wY"3:�^�" 8 ,� �• x �s ur„rr ��i. l vc : Q'E STREET SIGNS PP ,.:i :.;,.. .:.:. ✓'�. ...a.:_: ',., Ii' C'W 6.'^+l2' .�, "w' w:W lR'{y,.+q,9� r �p� f' ,Nb.: i., J)1,:, u. ."rd. `"k,...y �, �. �W rt. ... •r ,., ,,:n., C..,�_., ,.:,,.,. ,: :t;o-�. ,.t.,�;.:r, ::rf',. ,m ..�: � "ta .x, ,~r `n, ..pi .�>'� v. *, �r:�rnaxrt'naa,r..iar.'� �'� '.� ::�.+, 1 ..:, w.:. •, 1 ,� :r..s,s: i..,,.;,: ;rf. 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':.... ws ,. ,. ,;✓:°r°.„ k r',..��su�''3 n", '�....°�'u'.. r :�. ,-.. �"k I .d a ..;,: R.,,:�..+. 1''�l '�fi3 C ,�M,.;E,.. r¢nY� �� ,Aka:, a�v ,r=_,r �,:.a-_M- 'si d^ .. ��a�na�S„"5",.y��m?�✓w.,`"r,' �:,.:���'4, s, ^aa,t"}-,,,tc ��'�« i*«,�rs'��_���.a�� <�W N SfS y r Tio� O-P Sou•(./G ?d&U&0't O � G � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Soa•co TELEPHONE (860) 644-2511 August 27, 2018 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letter of Credit for Appl. 13-50P, South Windsor Woods The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods United $235,782 - Phase II Site Bond 11/16/18 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, Michele R.Lipe Director of Planning MRL/Illz .COW R Sea O70� 0-Ye S-a� ?Ae� C V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �yosoa•co�'`� TELEPHONE (860) 644-2511 October 2, 2018 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letter of Credit for Appl. 13-50P, South Windsor Woods The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods United $235,782 - Phase 11 Site Bond 11/16/18 We have not as yet received renewals of the Letters of Credit, which expire on November 16, 2018 as noted in our previous renewal request dated August 27,2018. Please be advised that discussion of this matter will be placed on the November 13, 2018 agenda of the Planning & Zoning Commission. Calling of.the letters of credit will be initiated at that time if we have not received a renewal. If you have any questions, please contact the Planning Department at 860-644-2511, ext.253. Thank you. Very truly yo , Michele R.Lipe Director of Planning MRL/llz SOWN Sf, F C , To� O-P s-0� ?d&U&at • �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 S°R'G° TELEPHONE (860) 644 2511 November 5,2018 T&M Building Co.,Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-5OP, South Windsor Woods The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods United $5,000 E&S 1/12/19 South Windsor Woods United $25,000 Wetlands Mitigation 1/12/19 South Windsor Woods United $5,000 Stormwater Structures 1/12/19 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? If you have any questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly yours, Michele .Lipe Director of Planning MRL/llz SOWN Sfq To� O-P Sau� • �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 4f�OSox.00 TELEPHONE (860) 644-2511 November 14,2018 T&M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Letter of Credit for Appl. 13-50P, South Windsor Woods Phase II Site Bond This is to advise you that the Planning and Zoning Commission voted on November 13, 2018 to reduce the following bond as follows: Appl. 13-50P, South Windsor Woods Site Bond Phase II in the amount of$235,782 to be reduced by$91,972 to leave a balance of$143,810. Please forward amendments to the Letter of Credit we are currently holding at your earliest convenience. If you have any further questions,contact the Planning Department at 860-644-2511,Ext. 329. Thank you. Very truly yo ; Michele R.Lipe Director of Planning MRL/llz unitedbanksm May 7,2018 NW1t�D Town of South Windsor Attention: Michele Lipe �� 1540 Sullivan Ave. South Windsor CT 06074 Re: T&M Building Company Letter of Credit#11162016 in the amount of$235,782.25 Issued 11-16-16 Dear Ms. Lipe: The Town of South Windsor is currently a beneficiary on the above-referenced Letters of Credit, issued on November 2016. The letters of credit is structured so that annual renewals are automatic,unless the bank informs you otherwise. Please be advised that the above-referenced letters of credit will be renewed to expire on November 16 2018 and that all the terms and conditions pertaining to that letter of credit will remain in effect. If you need further assistance, please feel free to contact me at (860)512.-2490 or LWa oner(a?bankatunited.com S' er ly�, da Wag ner Commercial Loan Servicer bankatunited.com 1645 Ellington Road South Windsor,CT 06074 866.959.BANK MemberFDIC Equal Housing Lender tDy1 N SE4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR co�t� TELEPHONE (860) 644-2511 December 3, 2018 T& M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. #13-50P, South Windsor Woods The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION South Windsor Woods United $5,000 E&S 1/12/19 South Windsor Woods United $25,000 Wetlands Mitigation 1/12/19 South Windsor Woods United $5,000 Stormwater Structures 1/12/19 We have not as yet received renewals of the Letters of Credit, which expire on January 12, 2019 as noted in our previous renewal request dated November 5, 2018. Please be advised that discussion of this matter will be placed on the January 8, 2019 agenda of the Planning & Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. If you have any questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly y , Mi Director of Planning MRL/llz TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: _ f i 1/ CHANGE ORDER CONTACT PERSON �1 r'A! .:3 Tarr 7 11 i OL Phone No. ?t,0 •,�%��' ��`� Address 3-� !r Z `1 , G !/,,��► r Site Name C t P&Z No. Owner -r 4 ,; I !+ 3 Phone No. "t Contractor T4 Signature of Owner ", Date: Signature of Desi Engr Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) cIt C4 r i 1 t. 6 ri c t i`c iL-r i t 1'G y t t k a l I e Ili Reason for /Change: (Why is change required) ('�{ .t �t i��1t .� � La !C. � l�"a.; 1 �� �.� t`( � t,�.l`• la( 1 �.,t 'it�� etftl� Jft/r tit # V ItL APPROVALS: (As Required) Dir. Of Planning4AFJ� Date: �P�.'c /� Town Engineer ;, .� r , ( Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: kox r P - i Y7 I White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department 9. ^QI-LL \ 6'X10' INV= INV.= NOTES: a8� \ 1p COVERED 71.04 INV= 70.88\6 dot \ / STOOP X 1 1. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS AND ELEVATIONS. a Y 70.52 ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGN r SANITARY LATERAL 16 ENGINEER AND ARCHITECT PRIOR TO CONSTRUCTION. PROPOSED INV.=70.86 M ._ (SEE NOTE #7) 2. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL 10 .> SANITARY UNDERGROUND UTILITIES WITH RESPECTIVE UTILITY COMPANY. I C ; CLEANOUT G WATER - METROPOLITAN DISTRICT COMMISSION g \ / WATER SANITARY SEWER - TOWN OF SOUTH WINDSOR WPCA = W \ (TYPICAL) x SERVICE ELECTRIC - EVERSOURCE �Im- (A • INV,= (TYPICAL) ��` NATURAL GAS - EVERSOURCE 0 70.42 a x 3. REFER TO SITE PLAN DRAWINGS FOR EXISTING CONDITIONS Ike; INV.= INFORMATION, OTHER PROPOSED SITE FEATURES, AND EROSION �� CONTROL MEASURES. 73.2 INV.= X 69.38 4. REFER TO ARCHITECT DRAWINGS FOR DETAILED BUILDING # 73.5 ii 111 1 ., X �/ DIMENSIONS. 4 , =z;r� X !y.- x 5. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. 1+ tl , INV= S.M.H. 1, {°!`! 325 PEPIN PL ti T.F.=73.6 6. SETBACK REQUIREMENTS BETWEEN BUILDINGS SHALL COMPLY WITH € # aa�#. 69.97 SOUTH WINDSOR ZONING REGULATIONS. T.O.C.=73.8 12 INV.=69.10-6" W O GAR=73.3 INV.=68.20-6" N O T� X 7. CONTRACTOR TO CONFIRM EXISTING SEWER LATERAL IS ° o�a INV.=67.10-6" S CONSISTENT WITH PROPOSED INVERT. IF EXISTING LATERAL INVERT $ tH, 6' INV.=66.39-8 V1 DOES NOT ALLOW FOR A MINIMUM OF 2.0% SLOPE, THE LATERAL u 0 v 315 PEPIN PL IS TO BE MODIFIED TO PROVIDE THE MINIMUM SLOPE FROM SEWER 2 moo^ T.O.C.=73.8 tiV 73 MANHOLE TO END. m��� GAR=73.3 INV.= a+� 94 INV= w 69.11 INV.= ~ �Fi 6 Ep 69.52 68.58 v INV= j PROPOSED UNDERGROUND UTILITIES s` DECK 95 / C.B. TYPE C' C DECK INV.= / T.F.=72.50, EU ELECTRIC & COMMUNICATIONS � 3T. PEPIN PL 68.6s j I? W 1" DOMESTIC WATER SUPPLY 'a T.O.C.=73.8 (CONVERT TYPE C � v GAR=73.3 'C' TO TYPE 'CL') G NATURAL GAS .ENG o X VWATER 22.1 (TYPICAL)SERVICE FD 6" PVC FOUNDATION DRAIN O 3 X S 6" PVC SDR-35 SANITARY SEWER N 8 X10 96 INV= INV.= N DECK 401 305 PEPIN PL 68 95 � 69.12 � T.O.C.=73.8 � /NAP REFERENCES: Q Z2.2 Zl.$ 1. GRADING PLAN 5OUTI-1 Nl1VD50R WOODS PLEASANT GAR=73.3 x x P7 VALLEY ROAD SOUTH N/ND50R, CONNECTICUT SCALE: y 8'X10' 97 1" %=40' DATE: 12120113 PREPARED FOR T* BUILDING, DECK O CO. INC. 1/0 BROOK STREET TORRINGTON, 301 PEPIN PL INV= �'•38 V Z2� CONNECTICUT 06790 DE516N PROFESSIONALS, INC. T.O.C.=73.8 69. SURVEY NOTES: y 1 8'X10' GAR=73.3 > X DECK I I 6: V\ /. TN15 5URVEY AND NAP IIA5 BEEN PREPARED PURSUANT TO CO 98 THE REGULA TION5 OF CONNECTICUT 5TA TE AGENCIES ENE SECTIONS 20-300b-I THRU 20-300b-20 AND THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT` X AS ADOPTED BY THE CONNECTICUT A550CIA T10N OF LAND 6'X10' 1.8 SURVEYORS, INC. ON 5EPTE/NBER 26, I996. t�- 2 295 PEPIN PIL 73 INV= COVERED /CENS E�•�,��; T.O.C.=73.8 70.05 I STOOP 71.65X X • TYPE OF SURVEY /S AN INPROVENENT LOCATION GAR=73.3 SURVEY PROPOSED - AND 15 INTENDED TO DEPICT /oNAL�EN \�� x INV= THE LOCATION OF PROPOSED 1NPROVENENT5 RELATIVE `! fit 69.08 TO PROPERTY LINE5. 72 x X SANITARY 71.40 0 TN15 IS A RESURVEY BASED ON NAP REFERENCE Z CLEANOUT 291 PEPIN PLA (TYPICAL) T.O.C.=72.6 HORIZONTAL ACCURACY NEET5 CLA55 A-2 STANDARDS O SANITARY LATERAL X GAR=72.1 AND VERTICAL ACCURACY NEET5 CLASS T-2 d V X 99 PROPOSED INV.=69.75 g2. Z], x STANDARDS. J X 71.$ (SEE NOTE #7) TO /NY OWLEDCE AND BELIEF,8'X10' TN/S /7AP 15 SUBSTANTIALLY CORRECTq �� I AS N TE HEREON. �W N SE4 t G U `Town I S,� � a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 4f~�SOR CONS TELEPHONE (860) 644-2511 March 1, 2019 T& M Building Co., Inc. Steven Temkin 110 Brook Street Torrington, CT 06790 Dear Mr. Temkin: Re: Expiring Letters of Credit for Appl. 13-50P, South Windsor Woods Phasel The Planning and Zoning Commission is holding the following Letters of Credit: PROJECT BANK AMOUNT EXPIRATION South Windsor Woods United $366,905 5/31/19 Site Bond Phase 1 South Windsor Woods National Bank of Suffield $155,578 5/31/19 Phase 1 Site Improvements In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendments promptly? If you have any questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly yours, Michele R. Lipe Director of Planning MRL/llz