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Home My WebLink About229 South Satellite Road (5)PAL BERG & RUSSO JOB ca /N+OyS /cj Land Surveyor & Engineer SHEET NO. OF15BarberPondRoad BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE 7 203) 242-2775 CHECKED BY DATE SCALE 1y0 20 4;41601c 47,V191 10 YCO. 14vDvSr l4FJ sl ref. ,5.Tt^4c. . /LO . JOV.ML : w/rvso r c-? Llo MIT- or-. ,OA1911114&t X771jQ Y. 4r77ZZ! ;G -2 3 -,SG DIRTIDLI®hic&Vft Mra 01471 I, •Mlf•.W%VIM,,.- 71.• xag4forM30* / stet • t.2 AC. a i*/C som man:a r wig 1 aN AI i a+wwes s>M R•AI 10 OIRit K101um 1 j• 1• ••,•• ••• • s.. I MR/I MHO I e amws cum am&TO LIAWMV LL 1• M OaM 01'11!! PV tea• I Pv •. moo SWC r.ra.w.D w.+s,. 1 I s• :140000, f 'Vol s:K r k I r r per Nos~I r Vlry hM[ •Ors• I r i IK iMiOf 1Y1til y BYO 40 I CROWI • r p i rir.wr i1 I Ttww q il fwr ass isss•ass AN"owl ssss• dift aIA/1w kM Two 111.36 &Vf mc.m^&TV NMITu I iiw N"iR umrwor"r QTrf a.W: s si PALMBERG & RUSSO JOB Land Surveyor & Engineer 15 Barber Pond Road SHEET NO. OF BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE203) 242-2775 CHECKED BY DATE SCALE M a f3 /o y slv 2r7 rr}f U% maw lQ"pw Tr*' We7annrpw ilk d G . 7.CfJ w ch ,S •t, r sC, Cif G.%oG.r 0..1 PXW W1L"_'1-W/1ec.Groton.Mat 01471 F PAGE PALMBERG & RUSSO Bloomfield. Connecticut 10/14/87 H LDF;ZCOLCaC _T. C fRE:F=m J r:T FQFc L} SrC,C] I P4L->UE3-FFR I EE3 F'C]P4 ID ID E P"-F 9--i W E3 E3 T C3 F=Z G E F>FR C3%0 I ID E D FOND IDENTIFIER DETENTION BASIN (PROPOSED ADDITION) ELEV DEPTH AREA VOLUME SUM VOL OUTFLOW feet feet sa. ft. cu.ft. cu.ft. c.f.s. 68.2 0.0 0.0 0.00, , 0. 8 516.0 69. 0 1290.0 516.0 0.92 1 . 0 1559.5 70. 0 1829.0 2075.5 1.58' 4 .1 .0 2113. 0 71.0 2397.0 4188.5 2.04' 1 . 0 2746.5 72. 0 3096.0 6935.0 2.41 SPEJ JJ Ieq ' y'r j• tfin_Shh> a s PAGE PALMBERG & RUSSO Bloomfield. Connecticut 10/14/87 H'YI FRC 1 C C= I FEP'C3 1=C3 FR E3Tf3rC3E SCE -'Ec n I E;CwH#=kFRC3E FOND IDENTIFIER DETENTION BASIN (PROPOSED ADDITION) ELEV STORAGE OUTFLOW 2S/T+0 CU.FT. ) CFS) CFS) 66. 2 0. ()0.0 0.0 69. 0 516. 0 0.9 2. 7 70.0f 2075. 5 1 . 6 8.9 4 71 . 0 4186. 5 2.0 16.7 72. 0 6935. 0 2. 4 26. 7 x t 9{1 h 4 4V'. ifs Y fr 1ry r u Fe PAGE PALMBERG & RUSSO Bloomfield. Connecticut 10/14/87 i HN''L r'CILUi3 I F<EF•UF T F=MF r i LJ hJ 1 W E-:' L__ T I C3 I L. H Y lC F;t C]i G Z AF=* Q(PEAK) - C*I*A r 2 YEAR STORM FREQUENCY BASIN IDENTIFIER LOT 3D-6 (PROPOSED ADDITION) DISCHARGES INTO OFF SITE y-BASIN AREA 2.20 ACHES RUNOFF COEFF. = 0.45 RAINFALL INT. _ 2.22 IN/HR TIME RUNOFF k i MIN) C.F. S. ) 1 k ,. 0. 0 9. 5 0. 1 19. 0 0.2 M 28.5 0.3 38. 0 0. 4 47. 5 1 . 3 57. 0 2.2 66. 5 1 .5 85. 5 0. 6 95.0 0.4 104.5 0.4 s 114. 0 0. 123.5 0.2 133.0 I fy 1 2 142. 5 0. 1 r. 152. 0 0. 1 161 . 5 0. 1 171.0 0.0 180.5 0. 0 0.0190.0 199. 5 0.0 209. 0 0.0 218.5 0. 0 228. 0 0.0 s 237. 5 0.0 247. 0 0. 0 256.5 0. 0 266.0 0. 0 275. 5 0.0 PAGE PALMBERG & RUSSO Bloomfield. Connecticut 10/14/87 I>F:;Z CJ L-CM C3 I C:; F4Z Fz-CM FZ T F CM FR D1r"CU I M1DUE3TF:Z I EES HVDFROC3FRr0kF='" FRE.E3EFRWCM I Fti F;ZMUT I NCC BASIN IDENTIFIER LOT 3D-6 (PROPOSED ADDITION) POND IDENTIFIER DETENTION BASIN (PROPOSED ADDITION) 2 YEAR STORM FREQUENCY r.----._ ---_.._.__.--.. --------------------------------.--.. r I1 I2 2S1/T 01 2S2/T 02T 2S2fT"' : 02 ti.0 1 C . 15t. 0 0.0 ti 0.0 19.0 0. 1 0.2 0. 1 0.0 0. 3 0. 1 10.2 2Sa5 0.2 0 0.2 0. 1 0.6 0.2 O,4 ; . 38.0 0 0. 4 0. 4 0.2 0.9 0.3 0.61. ,47.5 0. 4 1 .3 0.6 0. 3' 2. 0 0.7 57.0 1 . 3 2.2 1 . 3 a. 7 4.2 1. i 3. 1tfa652. 2 1 . 5 3. i 1 . 1 5. 7 1.2 4.4 _ k 6.0 1 .5 0. 7 4.4 1 .2 5.4 1.2 0. 7 0. 6 4.2 1 .2 4. 3 1. 1 3.2 T""•"_ 11"s95.0 0.6 0. 4 3.2 1 . 1 3. 1 1.0 2. 1'. 304.5 0. 4 0. 4 2. 1 1 .0 2.0 0.7 1114.0 0. 4 0. 3 13 0 T. 7 1. . 0.4 123.5 0. ' 0. 2 0. 9 0. 4 0.9 08"a.3 a."6 33.0 0. 2 0. 2 0.6 0.3 0.7 0.2 0.4 142.5 0. 2 0. 1 0.4 0.2 0.5 0.2 0.3 152.0 0. 1 0. 1 0.3 0.2 0. 4 0. 1 0.3 461.5 0. 1 0. 1 0. 3 0. 1 0.3 0. 1 0.2 •: it71.0 0. 1 0.0 0.2 0. 1 0.2 0. 1 0. 1 . 40. 5 0. 0 0. 0 0. 1 0. 1 0. 1 y0. 0 0 0.0 0.0 0. 1 0.0 0.0 O. ':.;kr, •. , i99.5 0.0 0 0. 1 0.0 0. 0 i. > C . 0 0. 0 0.0 209.0 0 , 0 0.0 0 0 0.0 0.0 218.5 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 228.0 0. 0 0. 01 0.0 0.0 0.0 0.0 0.0 6,237.5 0. 0 0. 0 0. 0 0. 0 0.0 0. 0r'. 0.10 247.0 0.0 0. 0 0.0 0.0 0. 0 0.0 0.01 ,256.5 0. 0 0. i 0.0 1C . 0 0. 0 0.0 0.0 0 266.a 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 75.5 0. 0 0. 0 0, 0 0.0 0.0 0.0 0.0 MAXIMUM ELEVATION = 69. 5 FT MAXIMUM STORAGE -J.267. 5 CU FT MAXIMUM DISCHARGE = 1 . 2 CFS k fir• PAGE PALMBERG & RUSSO iV' Bloomfield. Connecticut 1 D/14/87 Ne1 DFRi3L-C?C-3 Jr- F ZF"F>,C)FRT F"i:)F=Z j`, I3Y C3 I h nUE-3-rFR I EE; L!t i I '4.J E F=Z S3 4CA L._ T I "hq r lr H I''> FC G I F"H g1 Q (PEAK) = C*I*A 5 YEAR STORM FREQUENCY BASIN I DENT I F T ER LOT :D--6 (PROPOSED ADDITION) DISCHARGES T NTO OFF SITE BASIN AREA 2.20 ACRES RUNOFF COEFF. = 0.45 RAINFALL INT. = ti. 10 IN/HR g r C ,y' TIME RUNOFF MIN) C.F. S. ) 9. 5 0.2 19. 0 0.3 28. 5 0.4 38. 0 0. 5 47. 5 1 . 8 57.0 ti 1 66.5 2. 1 76. 0 1 . 1 95.0 0. 7 104.5 0.5 114.0 0.4 123. 5 0. 3 142. 5 0.2 152. 0 0.2 161 . 5 0. 1 171 . 0 0. 0 180. 5 0. 0 1 C?0.0 0.0 199.5 0.0 209.0 0. 0 218. 5 0. 0 4 228. 0 0.0 2L7 5 0.0 247. 0 0.0 256. 5 0.0 266. 0 0.0 275. 5 0.0 PAGE PALMBERG RUSSOVi ra, . Bloomfield. Connecticut 10/14/87 k r[[trr H'NenFRiQLC3C3 _ C: F:Z E=-:F'C3FRT F'[)FR nvc::C3 I MnUC13T"FR I E" HNeL>FRC3CaFR F~'H F=R!E-=:E3 EFR CM I F^< FRCaUT I P4= BASIN IDENTIFIER LOT 3D-6 (PROPOSED ADDITION) POND IDENTIFIER DETENTION BASIN (PROPOSEDADDITION) 5 YEAR STORM FREQUENCY q-----_----__-------••_-_---. --. _- .-..__-.. _ ... ___------------------------ r-.--IrrrAY r/-T r 1 12 2 S1/T 01 2S2/T 02 2S2i;r 02 r- -----______________________________________ r , 9.5 0.0 0. 2 0. 0 0. 0 0.2 0. 1 0. 119.a 0. 2 0. 3 0. 1 0. 1 0.6 0.2 0.428.5 0.3 0. 4 i 4` 4 a. 1. a 0.3 0.6,38.4 0.4 0. 5 0. 6 a. 1.33 0.4 0.847.5 0.5 1 . 8 0. 8 0.4 2.7 0 0.957. 4.5icL. 1 1.8 0.9 5.8 1.2 y,. 66.5 3. 1 2. 1 54. 5 1 . 8. ,.. 1.5 6.976.0 2. 1 1 . 1 6. 9 1.5 85 1.585.5 1. 1 0. 9 7.0 1 .5 7. 3 1.495.0 is. 9 ti, 7 5. 9 1.4 6. 1 5.9 1.3 4.8 ,4 04.5 0. 7 0. 5 4. 8 1 . 3 4. 7 1. 1 61.0 3. .,114.0 a. 5 0. 4 3. 1. 1 3. 4 1.aPI23.5 0. 4 0. 3 241 . 0 2. 1 b 0. 3 0.2 1 . 4 0.7 1.2 0.,a42.5 0.2 0. 2 i. S 0. 4 -a. 9 a.3 r D 152.0 0. 2 0.2 0.6 0. 3 5rLr70.2 0 `.161.5 0.2 0. 1 0.5 0.2 0.6 71.0 0. 1 0. 0 0. 4 0.2 0.3 4.1 a.4 80.,5 0. 0 0. 0 0.2 a.1 0. 1 0.^2 xn 90.d 0. 0 0. 0 0. 1 0.0 0.0 0.0 V..,:k 199.5 0.0 0. 0 0. 0 0.0 0.0 0. 0 a.209.a 0. 0 0. 0 0. 0 0.0 0. 0 0.0 O.O218.5 0. 0 a.a a.a 0.0228.0 0. 0 0 237.5 0.a N 0. iy 0. 0 0. 0 0.0 0.0 0.0247.0 0. 0 0. 0 0.0 0.0 ti.a a a256.5 i. 0 0. 0 0. 0 0 4 a.O 2bb.a t7 a a. a 0.0 0. 0 0. 0 0.0 0. 0 0.0 0.0275.5 0. 0 0. 0 0 0 0. 0 0.0 0.0 0.0 MAXIMUM ELEVATION = 69. 9 FT MAXIMUM STORAGE --1985. 8 CU FT MAXIMUM DISCHARGE = 1 . 5 CFS y7 1'5.yC,,'•5',Y i Tya' r I• rq' 1 ifG1+7, ' r PAGE PALMBERG & RUSSO Bloomfield. Connecticut 10/14/87 s t F=ZC3LQ4a I C,-" F::E1=-PMFR-V FC)FR ID mob''Cr CM I ID U:E ?" I E, lJt l I '.''EF E3 L Fw-r I C P4 job L HVID C3(3F; F'H 0(PEAK) = C*I*A 10 YEAR STORM FREQUENCY BASIN IDENTIFIER LOT, 3D-6 (PROPOSED ADDITION) DISCHARGES INTO OFF SITE BASIN AREA 2. 20 ACRES RUNOFF COEFF.0. 45 RAINFALL INT.3.52 I N/HR TIME RUNOFF MIN) C.F. S. ) 0. 0 0. 0 t' 9. 5 0.2 rr 19. 0 0. 3 28. 5 0.6 38.0 0.8 47.5 2.2 66. 52.4 76. 0 1. 2 r 85. 5 1 .0 hs 3 . 95. 0 0. 8 104. 5 0.6Y 114. 0 0. 4 1, 123. 5 0. 133. 0 0.2 142. 5 0.2 152.0 0. 1 161 . 5 0. 1 t 171 . 0 0'.0 180.5 0. 0 190. 0 0. 0 t. 199. 5 0.0 209. 0 0. 0 218. 5 0.0 r 228. 0 0. 0 r 237. 5 0. 247. 0 0. 0 256. 5 0.0 266. 0 0. 0 r 275. 5 0. 0 np e PAGE PALMBERG & RUSSO Bloomfield. Connecticut 10/14/87 HYI3F=<ClL-CJ(3 I F:REF"C:)F:;tT F'CMFR DYC(Z) I P4IDU13TF:Z I EE H 'L CaGF F•H E Ems: C I r• F MU-r I IVC3i BASIN IDENTIFIER LOT 3 D-6 (PROPOSED ADDITION) POND IDENTIFIER DETENTION BASIN (PROPOSED ADDITION) 10 YEAR STORM FREQUENCY T-------------------Ii ---- ----251/T__ _-__-Q1 2S2/T 0------252/T 02 0. 0 0. 2 0.0 0.0 0.2 0. 1 O. 1 19.0 0.2 0. 3 J 0.2 0.3 0.2t . 0 6 f c: .2 0.4 0.6 0. 8 0. 7 0.4 1 . 7 O 7.5 0.8 2. 2 1 . 1 0.6 3.5 1 .0 7.0 2.2 3. 5 2. 5 1 .0 7.2 1.45:8 66.5 3. 5 2. 4 5.8 1. 4 10.2 1.7 6 76.0 2. 4 1.2 8. 6 1.7 10.5 1.7 8.9 85.5 1 . 2 1 . 0 8. 9 1 .7 9.4 1.6 7.8 95.0 1 . 0 0.8 7.8 1.6 8. 1 1.5 6.6 iO4.5 0.8 0. 6 6. 6 1 . 5 6.5 1.3 5.2 114.0 0. 6 0. 4 5.2 1. 3 4.8 1. 1 3.7 123.5 0. 4 0. 3 3. 7 1 . 1 3. 2 1.0 2.2o .133.0 1.0 1. 7 0.6 1. 1c.. L 2 2. `' 142.5 0. 2 0. 2 1 . 1 0. 6 0. 9 0.3 0.61 - 152.0 0.2 0. 1. 0. 6 0. 0.6 0.2 0.4 161.5 0. 1 0. 1 0. 4 0.2 0.4 0. 1 0.3 y 171.0 0. 1 0. 0 0. 3 0. 1 0.2 0. 1 0. 1ia.h 180.5 0. 0 0. 0 0. 1 0. 1 0. 1 0.0 0.0 xc 190.0 0.0 0, 0 0• 0 0.0 0.0 0.0 0.0 199 5 0, 0 0. 0 0, 0 0.0 0. 0 0.0 0.0 09.0 0. 0 0 0i 0 C .O 0. 0 0.0 0.01 218.5 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0, 228.0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0K'237.5 0. 0 0. 0 0.0 0. 0 0. 0 0.0 0.0 247.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0.0 256.5 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0jt'266.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0C '275.5 0. 0 0, C) 0, 0 0. 0 0.0 0.0 0.0 4 MAXIMUM ELEVATION = 70.2 FT MAXIMUM STORAGE =2522.4 CU FT MAXIMUM DISCHARGE = 1 . 7 CFS L, 1 5 C . PAGE r .PALMBERG & RUSSO Bloomfield. Connecticut1U/14/87 y 'S HNe n F:Z U L-C3 C3I F:CF'C)RT FC:)R' n"Nr C: I I I JL?1 TR I E nr LJ hJ I V E 1=Z E3 00k i___ F;,`ink T I iCM P4 L n f-:;Z O G R A F=> a r Q(PEAK) = C*I*A 25 YEAR STORM FREQUENCY BASIN IDENTIFIER LOT 3D-6 (PROPOSED ADDITION) DISCHARGES INTO OFF SITE BASIN AREA 2. 20 ACRES RUNOFF COEFF. -- 0.45 I'.:=:: ,x: w RAINFALL INT. 4 IN/HRir:;1 TIME RUNOFF MIN) C.F. S. )i 6 Ti i ' 0.0 0. 0. 19.0 0. 4 28. 5 0.6 38. 0L8. 0 0.8 47. 5 2.5 s 57.0 4.2 66. ..E 2. 9 76.0 1 . 6A 85.5 1 .2 104. 5 0. 7 r 114.0 0. 4 123. 5 0 0.2 142 5 0. 27 152. 0 0.2 1615s,0. 1 171 . 0 0. 0 180.5 0. 0 r 190.0 0. 0 f. 199.5 0.0 i == 209. 0 0. 0 218. 5 0.0 228. 0 0. 0 237. 5 0.0 247.0 0. 0 1` 256. 5 0. 0 266.0 0. 0 0)OV) je+( GO C 7-0 01AC S-0 ?d&&'61at 4 v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 f soR•co AREA CODE 203/644-2511 October 5, 1987 Dyco Industries CERTIFIED MAIL 229 South Satellite Road South Windsor, Ct 06074 Attn: Barbara J. Dyke Dear Mrs. Dyke: Re: Application #490 - Building addition to Dyco Industries At the September 28 , 1987 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved with conditions Application 490 , a 6,000 s. f. building addition to existing building located at 229 South Satellite Road, as shown on plans prepared by Palmberg Russo, dated 6/23/86, revised 8/13/86 & 6/4/87 , consisting of 2 pages. The following conditions must be adhered to for this permit to be valid: 1 . Modify the plans to show the following: a) adjust the sequence and clearing limits. b) revise the plans to show that the stockpiling will not be within 10 ' of adjoining properties. 2. We recommend a bond in the amount of $4 ,000 be submitted to the Planning & Zoning Commission to ensure compliance with erosion & sediment control measures. 3. Three (3) sets of the revised plans must be submitted to the Wetlands Department for Town staff review prior to any work on the site. 4 . Construction activities shall be subject to the approval of the Town Engineer. 5 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. To: Dyco Industries Re: Application #490 - Building addition October 5, 1987 Page 2 6. The permit is valid for one year and shall expire on September 28, 1988. Very trul yours, f - Kevin F. Rennie, Chairman Inland Wetlands Agency/ Conservation Commission Town of South Windsor KFR:dlb CC: A. B. Davies, Deputy Town Engineer Michael Gantick, Public Works Director Marcia Banach, Director of Planning Thomas D'Auria, Building Official Louise Evans, Chairman, PZC Palmberg & Russo Engineering Department f I I We the undersigned respectfully requeCe t t e Planning and Zoning Commission deny o application due to the fact their pla complete without a landscape plan made by a pronal landscaper. I NAME ADDRESS 7e44Y 73 I 9s J r ITf eo t t z o I i C)CT 1 aT South Windsor Planning & Zanin Commission Or (I 139 Judy Lane South Windsor, Conn. Oct. 211, 1987 Louise Evans, Chairwoman Planning & Zoning Comm. Dear Mrs. Evans: I am very much ag oadd'ndustries 229 Satellite Rd, So. Windsor putting on We have enough noise, traffic and unkept surroundings without adding any more. Both my husband and me are not in favor of such an addition. I have written to you about TriState Laundry in regard to the bad view and the noise and incidentally the trees that were planted have died. I am in favor of the Laundry putting up a Tence instead of trees. I think the Commission should insist on that. Sincerely, AX-S-W-CAZ C Gene F. Dwyer OCT 21 1987 South Windsor Planning & Zoning Commission DYCO DUSTRIES BRICATION - SPECIALTY WELDING S. SATELLITE RD. SOUTH WINDSOR. CT 06074 203) 289-4957 October 22 , 1987 Mr. Neal Peterson Montgomery/Peterson, Inc . 229 South Satellite Road South Windsor, CT 06074 Dear Neal , It has recently come to my attention that some of your employees are spray painting and working outside of the building . This practice is in violation of town zoning ordinances . Also, anymaterialwhichyoumaynowhavestored -_)iatsa.de of the buildingmustberemoved . Inasmuch as complaints have been filed by several of the neigh- bors in the immediate area , it has also bees requested thatfiearlymorningdeliveriesbeprohibitedto )ur building . There- fore, kindly advise all of your suppliers that deliveries are to be made between the hours of 7 :00 A .M. and 5 : 30 P.M . Your assistance and cooperation in this matter will he greatlyappreciated . Should you, or any of your employees , have any question in this regard, please contact either me or my_ shop manager , Mr . Dennis LaRose. Very truly yours , AA9.6e DYCO INDUSTRIES David Dyke A rr m a r Ti o-Ps d&U140t Fo"t".11C 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 oR AREA CODE 203/644-2511 October 29, 1987 Dyco Industries 229 South Satellite Rd. South Windsor, CT 06074 Attn: Mr. David Dyke RE: Application #1288 - Dyco Industries Site Plan of Development Dear Mr. Dyke; Please be advised that the Planning and Zoning Commission voted at its October 27, 1987 meeting to deny, without prejudice, your request for a Site Plan of Development for a building addition. The Commission's reasons for denial were (1) presentation of inadequate landscaping plan, and (2) present outside storage of material is in violation of Section 4.8.4.2 of the Zoning Regulations. Very truly yours, PLANNING AND ZONING COMMISSION By: Louise C. Evans Chairman cc: T. D'Auria, Building Official F. Shaw, W. P. C. A. E. Belleville, Assessor W. Lanning, Fire Marshal M. Banach, Director of Planning IWA/CC Engineering Palmberg & Russo PZC File IV, TOWN OF SOUTH WINDSOR, CONNECTICUT JAN 12 1988 PLANNING AND ZONING COMMISSION APPLICATION FORM South Windsor Ap Xe—nC2, sign to Re eived: IMPORTANT! Action r Public Hearg By: Planning and Engineering Department sta:f require 14 days to determine application Receipt No. 3-- completeness. To ensure receipt of i complete application by PZC, it is strongly recommended that the application be subnmitt d 14 days prior to the Regular Meeting at which it will be received. APPLICANT: DYCO Indu ADDRESS: P.O. Box 89 South Windsor. CT 06074 TELEPHONE: 289-4957 OWNER OF RECORD ON LAND RECORDS:_ David Dvke et ux ADDRESS : 20 Lorraine Road Manchester, COMPLETE LOCATION OF PROPERTY: 229 South Satellite Road as degcrih d an attached plans ZONE: NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Joseph Russo, Palmberg & Russo, 15 Barber Pond Rd. Bloomfield, CT 06002 TFTFPNnNF• 42-Z775 Harold R. Cummings, Kuehn, Cavanaugh & Cummings 1665 Ellingtnn Rd TELEPHONE:644-3473 South Windsor, CT 06074 THIS APPLICATION IS FOR: (Check one of the following) 1. Zone Change to public hearing required) 2. Subdivision 3 . Open Space Subdivision (public hearing_ required) 4. Resubdivision (public hearing required) 5 . Special Exception to Article public hearing required) X 6. Site Plan of Development 7 . Earth Filling (Section 10 ) and/or Earth Removal (Section 9 ) public hearing required) 8 . General Plan of Development 9 . Regulation Amendment: Zoning Subdivision 10 . Other (-explain in detail) THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH SIB{ SETS OF THE MAPS (7 if public hearing is re uired) AND OT R DOCUMENTS (see page 2) DYC n ustri c, Own CHECKLIST REQUIRED INFORMATION SITE PLANS This checklist must be signed by plan preparer (P.E. /L.S . ) declaring that all required information is provided. Items 1-7 are required for all applications ; items 8-11 required where appropriate. Check- mark for each item supplies . 1 . On each sheet for maorplans s title block with thePP following information : a. Name , address and telephone of applicant . b . Name , address and telephone number of Land Surveyor or Professional Engineer . C. Name of Development. d . Date when drawings were made. 2 . Key Map : An overall map drawn to a scale of 1 inch equals 200 feet , which can be used as an -overlay on Metropolitan District Maps. This map will show the overall design of the Development and surrounding property within 500 feet. a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. b . Layout of buildings c. Layout of streets and parking. d. Lines indicating proposed drainage system with direction arrows. t/ e. Lines indicating sanitary sewer system with direction arrows. f . Names of surrounding property owners. 1/= g . Proposed open spaces and recreation areas. N14 h. Driveway cuts on surrounding properties . 3. Architectural Elevations : Plans of the proposed buildings drawn to a scale of 1/8" = 1 ' - 0" showing the elevations of all sides of the proposed buildings in sufficient detail to show architectural styling . Architect' s seal on elevations for buildings in exc ss of 5000 square feet (per CGS Chapter 390) . Page 2 (Site Plans) 4 . Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equalsl)<Ofeet on either of the following size sheets: ( 1) 24" X 36" with a 3/4" ruled margin ; (2) 18" X 24" with a 1/2" ruled margin , containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Proposed streets and street lines with center line stations , curve data, and parking spaces . C. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs , outside lighting, and dumpsters (on concrete pad and screened) e. Easements, noting grantors , grantees, and purpose. f . Names of abutting property owners. g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. In areas accessible to Metropolitan District Commission points , or other coordinated points , the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. AIA h. All open space or other common or public land uses shall be indicated. i. A-2 certification ; P .E. /L.S . Seal. 5. Topographic Map : A map drawn to a scale of 1 inch to 2W feet on sheets not exceeding 24 inches by 36 inches , including ruled margins shall in addition to the, requirements of the plot plans show the following: a. All existing and proposed buildings. b . Curb lines and pavement width , sidewalks. C. Existing and proposed sanitary sewers . d . Existing and proposed water and gas main systems. e. Present wooded area indicated by foliag lines . Any individual trees to be saved should be shown. Page 3 (Site Plans) f . Existing and proposed contours shall be shown in not less than two-foot intervals , but in cases of r latively level land , th contours shall be one-foot intervals and spot elevations . 8 lain or notRegulatedwetlandsand100- ear flood plainYP that none are present. h. Proposed storm drainage system, showing all catch basins , endwalls , manholes , lengths and sizes of pipes. (Minimum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches. ) i. Connections of all springs into proposed storm drainage system as needed. j . Location and indications of existing brook channels , and 100-year flood limits. k. A-2 Certification ; P.E. /L.S, Seal . 6. Landscaping plan. v 7 . Drainage calculations - Zero Runoff Increase per attached guidelines. . IVIR 8. Traffic report . Alft 9 . Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches , including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile. b. Street plan showing roadways and drainage. C. Sight line at driveway & street intersections. d. Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations'., Drainage lines will be shown and described as to material . f . Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. g. Metropolitan District Commission datum shall be used on all sites accessible to these controls. The Town Engineer shall , based on standard engineering practices, determine the accessibility of these controls. Page 4 (Site Plans) h. Profiles shall show all sanitary sewer lines and manholes , including elevations , sizes, lengths , and slopes of pipes. Top of foundation elevations for building shall be shown . 10. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required . This map shall be drawn to a scale of 1 inch equals 40 feet. Sanitary Report: Where individual sanitary sewage disposal systems are proposed , the final plans shall include a Sanitary Report certified by a Professional Engineer . The report shall demonstrate the feasibility of the proposed individual systems ; the report should deal with the area as a whole, discussing the following points: a. General nature and development of surrounding area. b. Topography and natural drainage pattern. C. Subsurface conditions as shown by subsurface investigation , including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil. d . General description of type of development contemplated. e. Detailed description of proposed sanitary sewage disposal facilities, indicating sizes for various ground conditions, materials to be used, and the general layout pattern to be used, etc. f . Special precautions that may be necessary to provide proper functioning of the proposed disposal systems. g. Map of general area with locations of all tests shown on proposed layout . h. Flood heights of any nearby streams, brooks, or rivers . i. Test results and engineering evaluation per Section 4. 13 . 5. All information required above is included in this application at the time of submission. N"ARER- (P .E. /L.S . ) November , 1987 PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM Date: Yz'i TO: Karl Reichle, Mike Gantick o Mel Stead, Fred Sa_ nn2imv,Richard J. Sartor, Gary Tyler, Fire John Shemo FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project: . Lyr-, P.LA"'_ Subdivision Site Plan Residential Commercial Industrial Location: Project Description: Future Town-owned property involved? YES _ NO a) new streets (existing frontage also) b) new open space/recreation area active passive c) new detention area Planning Department comments : 7 Please let me know by if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. C Tiaw o-P S 7t)&&'41atcU 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soR.CO AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, MAR. 5, 1988 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At the March 1, 1988 meeting, the Planning and Zoning Commission voted to take the following action: 1 . Deny the application of John Samsel for a Site Plan of Development for property west of Buckland Road, south of Ellington Road, RC Zone. 2 . Approve, with modifications, the application of Dyco Industries for a Site Plan of Development for property located at 229 South Satellite Road, IP Zone. 3 . Approve, with modifications, the application of Milton B. Bayer and John J. Woodcock, Jr. for a Resubdivision of land to create three lots on the east side of Kennedy Road, north of Sullivan Ave. , I Zone. Dated at South Windsor, Connecticut this 3rd day of March, 1988 . PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary r N •t, lie Town ae 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 cd AREA CODE 203/644-2511 March 9, 1988 Dyco Industries, Inc. P. 0. Box 89 South Windsor, CT 06074 Attn: Mr. David Dyke r :Appl. #88-002 - Dyco Site Plan D ar Mr. Dyke: Please be advised that the Planning and Zoning Commission voted on March 1, 1988 to approve the captioned application for a Site Plan of Development for property located at 229 South Satellite Road in accordance with Drawings #1, 2, and 3 prepared by Palmberg & Russo, r vised 12-28-87, Proj . No. 86-080-A, and with the following modifications: 1 . Show building coverage on lot. 2. Address relocation of propane tank. 3. Show location of snow fence to protect existing tre s -- location to be subject to Planning Department approval. 4 . Relocate topsoil stockpile to preclude tree cutting -- location of stockpile to be subject to field approval from Planning Department. 5 . Stockade fence sections must be used, in a manner designed by the Landscape Architect, to reduce visibility of the north wall of the building addition, subject to field verification and approval from the Planning Department. 6 . Prior to commencement of any site work, a meeting must b held with Town Staff. 7 . No building permits will b issued until th final plans have been fil d in th Town C1 rk's Office. 8. This approval is subj ct to th conditions of approval of th Inland W tlands Ag ncy/Cons rvation Commission. Dyco Industri s, Inc. 2- March 9, 1988 9 . An as-built plan will b required prior to issuanc of a Certificat of Occupancy per S ction 4 . 13. 10 of th Zoning R gulations. 10. A landscape bond in the amount of $ s.nnn is r quired and must be submitted prior to filing of mylars. 11 . All plans used in the field by the developer must bear th stamp and authorized signature of the Town of South Windsor. Black and white transparent mylars of Sheet #1 with this letter and the Inland Wetlands Agency/Conservation Commission approval letter reproduced thereon, together with three blueprint copies of th ntire plan, must be submitted to this Commission to be stamped and signed. After signing, the mylars will be returned to you and must b filed in the Town Clerk's Office within 90 days. After filingthsplans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION David H. Sorenson Vic Chairman cc: M. Gantick, Director of Public Works F. Shaw, Supt. of Pollution Control T. D'Auria, Building Official E. Belleville, Assessor W. Lanning, Fire Marshal M. Banach, Planning Director Inland Wetlands Agency/Conservation Commission PZC File Registrar of Voters m46 j011% at, 01C 1 V 4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 oSOR.co'`' AREA CODE 203/644-2511 April 14, 1988 Mr. David,-- Dye, Industries```22-9 Sate 11ite.-/'toad So. Windsor, CT 06074 RE: Preconstruction Meeting - Dyco Industries Addition April 7, 1988 - 1:15 P.M. IN ATTENDANCE Name Company Phone Number Lester A. Braddock Engineering Dept. 644-2511 Michael J. Gantick Public Works 644-2511 Marcia A. Banach Planning Department 644-2511 David Dyke Dyco Industries 289-4957 Guy Jodice P.D.S. 242-8586 Robert Hare P.D.S. 242-8586 The following is a brief summary of points discussed during the meeting. Public Works 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. 2 . Three complete sets of approved/revised plans needed prior to start of construction by Town. Contractor must have Town stamped plans at site. 3 . The Public Works Department is to be notified forty-eight 48 ) hours prior to the start of major construction work with inspections and testing per Developers Checklist required for the following. a. After road is staked out b. All drainage work C. Preparation of subgrade, compaction tests as required by Town d. Preparation of subbase, six (6 ) inch lifts, each lift compacted, Town to mark compaction test locations . e. Placement of bituminous concrete, 1 1/2 inch layers . Mr. David Dyke Page 2 . 4 . Certification of gravel used as subbase at the site will be required by an approved testing company. 5 . As built plans are to include horizontal and vertical location of all footing drains by LS/PE. 6 . All topsoil stockpile areas to be protected (ringed with haybales or equal. 7 . All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment. 8. Any problems and/or questions regarding construction of this project will be directed to Robert Hare in the field. 9 . Forty-eight (48) hours notice needed for Certificate of Occupancy inspection. Two weeks review period (10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . Copy of Building Permit and C.O. Guidelines given to Bill Aman. 10 . Only approved stamped copies of subdivision plans and lot site plans to be used. Any proposed changes are to be presented to Engineering/Planning & Zoning prior to implementation. 11 . Hours of operation 7 :00 a.m. - 5:00 p.m. , no work on Sunday. Any pipe/structure work requires inspection prior to backfilling. PLANNING DEPARTMENT 1 . Snow fence location to be verified in field by Town Staff. 2 . Need emergency phone numbers on letterhead. Very truly yours, r Michael Gantick Director of Public Works CC: Robert Hare, Guy Jodice, P.D.S. Marcia A. Banach, Director of Planning Lester Braddock, A. Bowen Davies, Engineering Dept. Jerry Lewis, S.W.P.D. Northeast Utilities SNETCO y r Ole saum vfio u 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 soR-co AREA CODE 203/644-2511 September 18, 1989 Mr. David Dyke 229 South Satellite Road South Windsor, CT 06074 Dear Sir: re: Appl. #88-02P, Dyco Industries This is to advise that the Planning and Zoning Commission voted on September 12, 1989 to release the landscaping bond for the above project. Please contact the Planning Department office at the South Windsor Town Hall at 644-2511, Ext. 251 to arrange to pick up the bond. Thank you. Very truly yours, PLANNING AND ZONING COMMISSION Ra nd F. Hallowell,' Jr. Chairman cc: M. Gantick, Director of Public Works Banach, Director of Planning PZC File J.R. RUSSO & ASSOCIATES 1 Shoham Road LEEU ER 0F EAST WINDSOR, CONNECTICUT 06088 DATE JOB NO. 203) 623-0569 ATTENTION RE TO sfo U'77q A e WE ARE SENDING YOU K Attached Under separate cover via Q AVASO_ the following items: Shop drawings XPrints Plans Samples Specifications Copy of letter Change order COPIES DATE NO.DESCRIPTION r 7 THESE ARE TRANSMITTED as checked below: For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submitcopies for distribution As requested Returned for corrections Return corrected prints For review and comment FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: PRODOCT240-2 ees Inc,Gaon,M=01471 If enclosures are n t as noted, kindly notify us t once.