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SITE PLAN (105)
(0 TOWN OF SOUTH WINDSOR , CONNECTICUT .4 PLANNING AND ZONING COMMISSION APPLICATION FORM S Sol.cojg, 02-C pli-c-Ation No . : ate Re el ved : Action/;ublic Hearing by : 1,Receipt' No . : APPLICANT: Admiral Moving & Storage, Inc. & ADDRESS : 420 Ellington Road, South Windsor, CT 06074 TELEPHONE: 528-4421 OWNER OF RECORD ON LAND RECORDS : Same ADDRESS : COMPLETE LOCATION OF PROPERTY: 420 Ellington Road, South Windsor, CT 06074 ZONE: I NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Robert Milkie, Admiral Moving & Storage, Inc., 420 Ellington Road 528-4421 Peter DeMallie, Design Professionals, Inc. , 1170 Ellington Rd-TELEPHONE: 291-8755 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) . S. Special Exception to Article (Public Hearing Required ) . X 6. Site Plan of Development . (warehouse addition) — 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 ) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKLIST. Ktf Applicant Owner - CHECKLIST u REQUIRED INFORMATION SITE PLANS :•., -,roc, This checklist must be signed by plan preparer (P .E. /L.$ . ) . declaring that all required information is provided . Items, l—T' ir 'i��tluflcred for all applications ; items 8-11 required where a�p`P`r'd� i Check mark for each item supplies . ✓ 1 . On each sheet for plans or maps , title block with the following information : a. Name , address and telephon of ap licant . / T ,�*� V'-f sVv . � w,I/ bC- 0.d d b . Name , address and telephone number of Land Surveyor or Professional Engineer . JC . Name of Development . Jd . 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 . e . Lines indicating sanitary sewer system with direction arrows . f . Names of surrounding property owners . g . Proposed open spaces and recreation areas. h. Driveway cuts on surrounding properties . V 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 excess of 5000 square feet (per CGS Chapter 390) . ■ ,:?esign ofessionals, inc. civil engineers • planners • surveyors LETTER OF TRANSMITTAL ■ Marcia Banach, Planning Director 1/23/89 TO: DATE: Town of South Windsor 1540 Sullivan Avenue 1 " ' S. Windsor, CT 06074 REGARDING: Admiral Moving & Storage PR8$j � Camm�ssi0n OPI,3N - Ellington Road ( Route 30) S. Windsor, CT 06074 WE ARE SENDING YOU: for your use at your request for approval by PZC/IWA for your files for review and comment THE FOLLOWING: Conservation plan and site plan applications for IWA/CC and PZC approval, respectively, including: six sets of plans; two sets of drainage camputations/report; three copies of the application form; letter to abuttors; application fees; and the site plan application checklist. Kindly notify us of any staff catmients as they arise. Thank you. Design Professionals, Inc. By: iafet�er R. DeMallie Principal cc: R. Milkie w/ maps 1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-8755 ADMIRAL MOVING & STORAGE STURfh? SE-WER ANALYSIS Summary_ An arialvsis of the e>: ist rng storm sewer system on the si to of Admiral h9o\ ; ng was conducteo . This system drains the site itself ,and part of the wooded and open grassy area to the north of the site. The system discharges into an ex .sring pond isoutn of the site ) , the pond has no outlet . Most of �x,i.s ang dratna�e system is laid :-env levei wirh� a_ome pipes havinq -3 re.,er-se slope .� -!-he proposed addition�i:3 Erd tn be _'r)hstructed for the purpose of this study . Duc to the comol_1„c.at-ed nature of the site , the system was fi • st analvzeo using maximum achievable head at each patch basin. A tieI (I i nvest igat ion showed that ne.31, lv ail bas-, ns oiler atE,d in a =_urnp , and pump depth was considered in analysis . Where sum,-) Ca; aC_ i Lv waa7 exceeded , the excess flow was routed overland . When oussitle , flow depth on pavement was computed . A+ ter cnmputatior-� of" may: imam possible flor,js in the main culverts , the p'- incapal const*- icticn aaas found to be a lonc run of !E,' R . C . P . in the middle :-rf the system. Holding the maximrim water elEvation over CB ' r� # l3 and #l1-r , a stage/discHar- ge relationship was develoi�ed for the upstream system to CB #8 . lhese areas are c.nown as di-air2q'= areas A and B in the drainage map . Fr-cm a detailed study , a stage/storage- curve for this system was computed . lnficw U,as computed with the Rational Method . This data was --un throuoh a basin routing program , to find a mavimum water elevatiL-i on the site in the area of: I^!atersheds A and B . 1 he maximum water- elevation on s i to during a sto,- m event r>>as computed to tie ,Ci.O. Most of the ponded water under existing conditions would occur- in the fielo ,lust north of the site. The proposed buiIdirw addition would nr, t affect this occurrence. A small pert .on of the narl, inq lot in the nort`�east corner would have uo to 1 .0 ' of standanq water over- the catch basin grate for about ene hour and aq_ air the p;-nposed trueidincl addition would not affect this situation. A more detailed sui-ve>v in that area may show that ponded water over eight inches_ deep flows south i ,rto a lower drainage system. No flow across the pavement waa_ found to e>:ceed mof-c- than O. E' foot deep , and no pondii;q exceeded six in_-hes deer) with the exception of the small area mentioned . Conciusion in order to better- balance flows in 'he existing system , roof 1e:3ders from the proposed addition could be tied into CH #37 instead of CH #5 . This would take some of the loading off the 18" P.C .P . that ties iiito CB #18. i DDesign ofessionals, inc. civil engineers e planners . sarva,an 1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-0755 i, 2 ) Arpas of ponding on the pavement does not exceed levels found in normal practice. No measures are recommended to alleviate this oonding . It should be noted that there is an existinq 32 inch wide pa% ed leakoff from the site to the existiriq pond . Anv water- not contained within the closed pipe sy,;tem will run overland wi ,,hin the site to the leakoff , and to the pond . Also , a previous ! ; addressed . anc' as cot-,L'a: ned in this report , the change in pond elevation for a 50-year- storm ;..j, th the proposed building would be only + . 04 feet . Ro senault, P. . Principal i SJesign rofessionals, inc. dull engineers , planners , surveyors 1170 Ellington Road (Route 30), South Windsor, CT 06074 0 (203) 291-8755 n 03- Z97 R�.3 GraT�or.> 'JAs1rJ �igrrihpy 9Asr. Et. - 69.40 I�OLv/NLs ov �.rvoG� �G�✓�}13otls y12 sraKr� f�-k T a Pos 4s7*W, t*&-riEp F, Z Z7 Soo Zep Soo 4700 (�},Z, G'1,z9 25 51. 800 :5,4160 +I W GA.S7 64 , 90 +0,03 S0 (cI2-oo (102600 +14vp (5".07 (vS. 11 �0.01- loo (o6 700 68300 600 G5'.Zo 6j,23 }0.03 1 Pr2c 13 CN!AM 0- �BAsF Ems.. c to 3.40� yQ SToQM V0L uwty F %0.4TeN 2 2.5ca tl-2 ZS �Z .S% + S'o + Z, 3/ + 2,4% 3 % f no6 ,L Z _ z / ,c (f.f n(i/Gt�f aw/1 ° os oL of 17X OA, of oZ o, , v zA ^ s v/ +Gl s 1, of 111W oE' b'3 y/ -7 of -Y14",IV rr,s yp /vcI11Y31?21 ArTfNT1a✓ ,u ifcrsrs ��- 287 i o le* amef te t = V s s /67+v ICE = G`f1 y�� �K,/NI rcK-/` u8-Zg7 n F n v Tie" /t.s ov /QAgt-Y/S Gs.140 z73oo p 00 37020 19 .100 00 9/ oo0 5s310 G (o• o0 47 30o (o1-}G0 i10 106 STAGE/ sTO6t.46E ys $hSE 61..s 63.�v M� 1 •SO f0 w 3a C tb /0 O p o 0 p Srg6e (C}) 8s-Ls7 ®� ove-I0, a�� ra4�l, �;Pe -}b cs s q f 04 Qc. -TO1AL WuoD E 7 I.°o 3 wc. Cm 0.12 (9"ss : 0 64w(� C= 0.07 _ IhPEa.v I57 C= 0.92. 4,aq To C. t1o") r ioa S/o• 'raft LoS_7.0- G7.S�so�= s'•o 76 c = 2 6• �.%. Flo•++ S�ecYt GM.fe r cn.wltij ,,,i .�I, �fips�o cB 4g A = 0 . 74 ae- r--74c Imrcev = 0•74 ac C = 0, Toc 7o C //f,,,. F.w,, Sr vkl-- C414er �Qi- ZS'7 a Drt,+ k� rb 4-itats © vt..,L & -M.. -tt- (;r", fo Q3 S 14 YAJA ! o.// a C. 14 ,Ly • / f7 �= 0,90� 7) 1 O. �SIO.,,� A s8 — Toc TO C = /3 : �F Pews -S Cara e r) �= 0, 64 Ac TO74L A �rnSs O, 2_/ a co.�s A;,,,� _ �, C = 0,92 �0.43) -k o. S110,21) = 0. 6 0,6 78 a c Tv r.f c ✓f, = o. 7$ a. C = 0. q2 7- rgL C = o. 90 88-t87 PilAit i ARIAS .v m/ w raj^ C. 0,92 a= 14__d = O,z9ac C= o.io Ac-1�. _ /) arc C s O.Zo C _ o. 4z t1o.Z.? o.to(o.6r) o./�lo.�') o,z�/i�) o, 19 _ -_z 82 = '4A." _ C HrVQi/vc ic. Af Z 07 � z Q t 70.2O p r GfO + �c 1 s L 3 Z I/ L r,Z 9 P1 O, o z o!c ILF0uCE VOs1¢�h... w.T. TO � J. 3 0QF, To Gol\j a &a A0 IVY WWN IaIGeO: = + �L a �L= t/ 3. 74 �4% - A = 3.79(49I.0, NY,�vw', —Z4- _ � 4 =Za � � 4L &S.40 Ot�+ C97.7s+ l7L L: 1/0.Ss40.S� 0.o1r/374 L � 0-6 5- = 711 z y, a. z �t/S o"� ok 4 PM rh t,rr IFL B w C g 14 -> c Q 18 �= 1�.8 '9 L Qi z �.�2 c 4 Q- 1.„, A �=1s SYs. w;cQ �� flea • 3� .0' 2= We _ Z / S = 0. 0018 0.01 0,Oct 1 S"S. 6 yC/g (a. oy,y��s ACQ%- l-t ImOVI�� C.6 Fr ""t o,ovz J L- //7' KCf d Z Shy �4Q.ot4 G rO F 46.60- o + !Z + 6.1, �5� A 246W))yt (J ,,s/J/ll 4 9r v' = 2$.69 v- s,36 �t/s C�.,I� n'� = i8C`•36) � 96.E V le o. 0 24a' vet VA C3f/S cQ */q /8~fZC,' ejp = 0.002 L o + V z + (v7.75 = O An 2" = 2.40 Jz VL= jo,7& V = 5'.r4 fts ezoa Art-), OvT FLOW ANO LySl S pl$C%1*94rr¢, �1¢ovCsH 1a �JG f'O G L�14 S r. t 0 r D 6g 69 70 lar,,Y,gT�e�l/ uvs„¢F�t/r1 M �O stAG�� sTort�lGe �, INC. S7an,ty� �N Plvg ' � S �L Q `v 3 Z 6¢ 6°1 70 E�sJ�4T�oN / .;J 7Q�,u A" IAJFI-Ow }/rOao OL Zwy 8 6 h � 3 l 3 z i a �° zo 30 fa su !0 70� ga r |/'h N"mbpr : 88-287 Date: 03-27-89 Design Bv: SRC |'nratimn: South Windsor Checked hy:___ \/psrriphion: Admiral Storm Sewer a"alysis Storm: 10 � �� ...... .... ------------------------------------------------------------------- BASIN ANALYSIS STAGE/STORAGE AND STAGE/DISCHARGE DATA STAGE STORAGE DATA ------ - ' — ------ Elev . Area Vol . ft . M. F. c .f . 65.85 0.00 0.00 68.00 1000.00 J0?5. 1U 69.00 120o.00 2175. 10 70.00 6500.00 60P5. 10 70.20 6700.00 7344 .44 STAGE DISCHARGE DATA ----------------------- Outlet 01 Outlet #2 Outlet #3 Outlet 04 Total Eiev . Discharge Discharge Discharge Discharge Discharge ft . c .f. s . c . f .s c .f.s. c .f.s . c . f .s. 65.85 -- -- -- -- 0.00 6R.5� ().98 -- -- -- 0.98 69.30 P.93 -- -- -- 2. 93 70. 4. 15 -- -- '- 4. 15 Outlet 01 " 12" pvc , flowline elevation: 65.85 Dvtlet 02,nmh used , flowline e] evation: '- O/' ilet #3,not uFed , flowline elevation: -- /)vUet Wnot usQd , flowline elevatio": — 7'`h | |'m/be/ : 08-287 Date: 03-27-89 Desim" By: RRC | "r " ti »": South Wjndsol Chocked hv :___ l`'"n intivn: Admiral Storm Sewer analysis Storm: 10 -' ---'---'-' - ----- -----' - - ------------- ----' ------ '------ ' -- - ----- - 8ASIN ANALYSIS TIME AND ] UFLOW DA [ A --- ----------- ----------------------------------- ------- lime Inflow H Inflow OR Total hr . c .f.s . c .f.s c .f.s. -- -- -- -- ��.44 7. 17 -- 7. 17 1 . 18 -- -- -- *-InFlow from user defined hydroqraph . [oh Number : 8B-207 Date: 03' 27- 89 Design By: 8RC | '''-ptjno: South Windsor- Checked Marriptinn: Admiral Storm Sewer analysis Storm: 10 ---- - -----------------------------------------------------'----------------- / ) > B A 9 I N R O U T l N G <<( Volume Volume Storage limp Inflow Outflow In Out Volume F] ev . (}// s ) (c {s ) (cfs ) (cf) (cf ) (cf) (ft . ) ��. �........------------------------------- ---- ---------------- ---- ".('/` 0.00 0.00 0 0 0 65.85 0. 05 0.91 0.03 73 35 38 65.92 0. 1" 1 .62 0 . 18 29P 53 239 66.33 0. 15 2.13 0.41 657 104 5% 66.96 0.20 3.20 0.71 1168 204 964 67.7R ».p'i 4.06 0. 93 1825 354 1471 68.36 0. 30 4 .87 1 .89 2628 591 2031 68.87 0. 35 5.68 2.45 3577 996 2581 69. 11 0. 40 6 .+9 2.85 4672 t473 3199 69.27 0.45 7.V9 3. 13 5910 2013 3897 69.45 0. 50 6.60 3.36 7143 2597 4545 69.6P U.95 6. 1F 3.54 8288 3219 5069 69.'75 u. 60 5.63 3.68 9345 3870 5475 69.86 0.65 5. 14 3.79 10315 4543 5771 69.93 0.70 4 .66 3.86 11197 5232 5965 69.9H 0. 75 4 . 17 3.89 11991 593V 6061 70.01 o.8o 3.68 3.89 12698 6630 6068 70.01 ".85 3.20 3.87 13317 7328 5989 69. 99 0.90 2.71 3.81 13848 8019 5829 69.95 o. 95 2.22 3.73 14292 8698 559, 69.89 1 .00 1 .73 3.62 14648 9360 5288 69.81 1 '05 1 .25 3.09 14916 10000 4916 69.71 i . 10 0.76 3.34 15096 10614 448P 69.60 1 . 15 0.27 3. 16 15189 11199 3990 69. 47 1 ' 2" 0.00 2.97 15203 ] 1752 3452 69.33 1 .P5 0.00 2. 68 15203 12262 2941 69.2O 1 . 30 0.00 2.40 15203 12719 2484 69.08 1 .35 0.00 1 .99 15203 13123 2080 08.91 1 . 40 0.00 1 .24 15203 13418 1785 68.65 1 . 45 0.00 0.97 15P03 13618 15R6 68. 46 1 . 50 0 .00 0.91 15203 13786 1 ;17 68.31 1 .55 0.100 0.86 15203 13945 1258 68 . 17 1 .60 0.00 0.81 15203 14095 1108 68.09 1 . 65 0.00 0.72 15209 14233 970 67.79 1 .70 0.00 0.63 15203 14354 849 67.55 1 .75 0. 00 0.55 15203 14460 743 67.34 1 . 80 0.00 0.48 15203 1455P 651 67. 15 1 . 195 0.//0 0.42 15203 14633 570 66. 99 ] . 90 0.0U 0.37 15203 14704 499 66.85 1 . 95 0.00 0.32 152O3 14767 437 66.72 2. 00 0.00 0.28 15203 14821 3R2 6h.6} 2.05 0 .00 0.25 15203 14869 335 66.52 2. 10 0.o0 0.22 15203 14910 293 66 .44 2. 15 0.U0 0. 19 152')3 14947 P56 66.3�) 2.20 0.Oo 0. 17 152»3 14979 224 66.0/ 2.P5 0.0N 0. 15 15203 15007 196 66.24 2. 30 0.00 0. 13 15203 15031 172 66. 19 2.35 0.0/` 0. 11 15203 15V53 151 66. 15 2 .4o 0 .0" 0. 10 15203 15071 132 66. 11 ]ni` W/mhnv : BREW Date: 03-27-89 Design By : SRC |'ocpticn: South Windsor Cherked "por/ iptimn: Admiral Storm Sewer analysis Stnrm: 10 - ---'-------'---- -' .............-------------------------------------- ------- -- -- Volome Volume Storsge Time Inflow Outflow In Out Volume Elev. (| rs ) VFW (cfs) (cf ) (cf) (cf) (ft . ) ' '- -- -- -'------------------------------------------'------------------'-- 2. //5 �.00 0.09 15203 15088 115 66.08 2.50 0.00 0,07 15203 15102 101 66.05 2.55 0.VO 0.07 15203 15115 88 66."3 P.6o 0.00 0.06 15203 15126 77 66.00 2.65 '`.00 0.05 15203 15135 68 65. 99 2.70 0.00 o.04 15203 15144 59 65.9'/ P. 75 0.00 0.04 15203 15151 5? 65. 95 2. 80 0.00 0.03 152O3 15158 45 65'94 P.85 0.v0 0.03 15203 15163 40 65. 93 2.90 0.00 o.03 15203 15168 35 65.92 P .95 0.00 0.02 15203 15173 31 65. 91 3.00 0.o0 0.02 15203 15176 27 65. 9C, ��.(..)5 0.V0 V.02 15203 15180 23 65.90 3. 10 0.00 Q.02 15203 15183 20 65.89 9. 15 0.00 0.01 15203 15185 18 65.99 3.20 0 .0U 0.01 15203 15187 16 65.8H 9.25 0.00 0.01 15203 15189 14 65.R8 3.3o 0.00 0.01 15203 15191 1P 65.87 3, 35 o.//o o.01 15203 15193 11 65.87 9.40 0 .V0 0 .01 15203 15194 9 65.87 3. 45 0.oO 0.01 15203 15195 8 65.87 3.5u 0.00 0.01 15203 15196 7 65.86 3.55 0.00 0.00 15203 15197 6 65.86 3.60 0.o" 0.00 152O3 15198 5 65.86 3. 65 0.00 0 .( 0 15203 15198 5 65.86 3. 7u 0.(`o ".00 15203 15199 4 65.86 15203 15199 4 65.R6 3.80 0.V0 0.00 15203 15200 3 65.86 1.85 0.VO 0.00 15203 15200 3 65.86 3. 90 0.00 0.00 15203 15201 Cl? 65.85, 3. 95 0.00 V.00 15203 15201 2 65.85 4 '00 0.00 0.00 15203 15P01 2 65.8 'i 1! .v5 ().v� �).00 15203 15201 2 65.O5 4 . 10 O.0V 0.00 15203 15202 1 65.R5 4 . 15 0.00 0.00 15203 15202 1 65.85 i .20 0.00 0.00 15203 15202 1 65.8� 4 .25 //.00 0.00 15203 15202 1 65.85 «�* » * ROU [ING TFRMlMATED NORMALLY * **** Tab ikovbpt : 88-P87 Date: 03-27-89 Desinn Bv: S�C inroUon: South Windsor Checked WrripLi''n: Admiral Worm Sewer analysis Storm: 10 ---- -------' --- -- '------------------------------------------- ---------- 8ASIN ANALYSIS S U M M A R Y OF U P E R A T l O N �� ......... ��������� ������������� .................... 1100mom Inflow: 7 .2 cfs at 0./ 0 hrs . \ b: imum (\utflnw: 3.9 cfs at 0.78 hrs , UA:imom S|olaqe: 6076 cubic feet at Elevation 70 .01 feet . u ^*v * RO}| [ JNG | ERMINATED NORMALLY *** ** Outlet #1 , 12" pvc , flowline elevation: 65.85 Outlet #2,nnt used , f] owline elevatinn: - Outlet 03, not used , flnwline elevation: -- Uut] pt 1|4 .nnt used , flnwline elevation: -- ................. ���� ��...������`�����������`����``������� | uv»/ l; Data File: d : \hydrn\swm\dat\287-ab .dat (kuLpuL Dpvice: LPT1 : interval : | +nr ^0i ''n cmntinl interval : |0 v o O 0 �E1 o o = � VI a J l c I O 2 o O ' .. N -� I I I � o C �• _ 1 4-DA I oAZl .70 1 3, 1 s,z 1 I C4 s-+c a I Z6.S 7 i /l"pvL 80' 0.ou a� 2.'1 2,La 0,oir o 1I 11 I I I I I i I I I I I a C� N 1.1.0 1 4.76 0,501 2,39 1 3.0 1 7,17 I la"(vG 1 77 10• 007 411 13.1s 1 '� I oiL 11 0 co I I I I I I I ! I I I I I oco N 1.7 CA*,,f /O.v I I /d•O 1 0'69 1 0,671 o,931 1,.95 1 Ig"jZco 1 SSA o 1 a. 2.76 1 Gf 111,4 1 Gt_Y�fjw�NeF» 1 1 1 /3.0 1 A-)8 10,pf1 11,2- 1 18 �RCP I 3v O.00dS �D O Z-7.sl I 13.73 119 I /0.8 "Ace 1 37S' I o,005 1 1 1 � 1 1 1 I I I � I I 1 ( � I• I' I•• �� 17.70 10.75r 4 L b I 16.3 118 RCP ! SG I r 001 9 12,(o 14,ro I — I,v131 C3*19 ,'Po:O1 I I Ig.32 1,1.7& I G-3L I Z.7 1 17.0 1 'QeP 1 117 I I I I 1 I I I I I !r f f i I I i I I I I I I I I v rt8 LB7 Rvo� l. P, S► ��►•1G- AT ENV OF 2uN �G.,irER t�.43.f1 A70iT'1oN cx7ovG Flcvr USE Qvc. PIPE oouD EL 70P.01 — 4NrsT, 12 Art., (o G.77 USc S3rl2tlOv�L� > E4ft),4'T,oN +?cTwEP-to Q CAS$ I — F .eE. Ex r- V I O.O LS (Fr o,r, MC'V V 17r At a-A.v%) o 4- o 4- (b z fl — dc. 77� it + 0 (�. �S + a,0L,/.4q i, Zi I. S J�z iq -L Z.1(,)(I6.La _ t Z.$ V g(�9.6� = 1 S(o.�} T c� i�z S c cle. r G� = vA = % a( �(o.cH��i _ 6, g 4 D1-c Su6On sTN W,F, = 70,va [Ak ' 2 C z r ( $ Pvc) e.v C- S.E, �iaM Q tv O + o + 6,3.9i - 70,00) + v + to.rs� o. ozs�"94 Z� O.F6� Lg 13.41 7-3 FUMY = 4 (i,j- Iza. i o LC Volume 315 Page No ti: ' y... 1497 " EASEMENT „. ,. FOR VALUABLE CONSIDERATION, receipt,of which is hereby acknowledged, ISABELLA P. HIGGINS and KWORIE H. HILKIE, both of the Town of South Windsor, County of Hartford and State of Connecticut, hereinafter referred to as "1;R%TORS," hereby grant to ADMIRAL MJVING COAVANY a/k/a ADMIRAL DDVING AND 4 STORAGE. INC., a Connecticut corporation having its principal office and place of business at South Windsor, County of Hartford in said State, c hereinafter referred to as "GRANTEE," a perpetual right, privilege and authority to drain storm water over and across property of the GRANTORS herein, through an existing swale to a pond located on the property of ISABELLA P. HIGGINS, all of the foregoing said properties being located out the westerly side of Ellington Road, in the said Town of South Windsor, County of Hartford and State of Connecticut, being more particularly shown on a map entitled, t 'SITE PLAN - PREPARED FOR Admiral Moving E Storage Inc. ELLINCMN ROAD - t e SOVII! WINDSOR, CONN. Alford ASSOCIATES CIVIL eCINI?L'IL4 VIIMWR, CONNE-CTICUr SCALE: 1 in. - 40 FT. DATE: Mar. S, 1982," which map is on file in the Town Clerk's office in said Town of South Windsor to which reference is R hereby made. s TO HAVE AND TO HOLD, the premises unto it, the said GRANTEE, its successors and assigns .forever. t @ IN WITNESS *UMOF, the GWIIDRS have hereunto signed their hands this ; t . day of April, 1982. E t Signed, sealed and 4 delivered in the presence of: �01 )1ll�G[�"� i`� i� t1�• f Isabella P. Higgins OL- E _ J J Woodcock, III i J"M a weooeoe�iu MaY J Orille 1 .TTMM[T.T YM O t . . IrrKICOCK, Ili w eee.we ee.e , P.e..ea t @own ru 0..eT eNT. j 4 ; t ' � f ✓1 A 1 . POP— Volume 315 Pag N2 STATE OF COMIECTICUr: ss: South Windsor April �' 1982 COUKIY OF HARTFORD Personally appeared ISABELLA P. HIGGINS and NARJORIE H. MILKIE signers and sealers of the foregoing instrument and acknowledged the same to be their free act and deed, before me. Received for Record May 13, 1982 at 11:50 A.M. II Charles N. Enes, Town Clerk k John iloqUcock, I I I -Comm'ssioner of the Superior Court �I i j JONN J.WOODCOCK 111 M.■YCKLAme meat. t 1 P.O.BOl.M 1 .wrN Wlrmea, ev ,I .M" S 1 f t JOB: #88-287 admiral moving Page 1 / Date: 12/29/88 � ********************* *********** ** *« ** DETENTION BASIH ANALYSIS ** ** design professionals, inc . ** ** ** ******************************** 4A/.S Storm frequency: 0002 years. Outlet type: NONE rarameters data file: 287Y2. DAl - Runoff computed with Modified Rational Method - Area = 13.0 ac . C = .550 Storm Intensity = 2.00 in. /hr . Maximum runoff = 14.3 cfs. Time of conc . wshed = 24. min. , time of conc . storm = 24. min. *** ELEVATION AND VOLUME DATA *** Elev. (ft ) Area ( sf ) Volume (cf) 63.40 o. 0. 63.41 273oO. 91 . 64.00 37WO. 18993. 65.00 41000. 57986. 66.00 47300. 102098. *** HEAD AND UU[FLOW DATA *** Head (ft ) Oout (cfs) 1 .00 .00 2.00 .00 3.00 .00 4.00 .00 5.00 .00 JDB: #88-287 admiral moving Page 2 Time Q in Q out Vol . in Vol . out Storage Elev. min. cfs. cfs. cf ' cf. cf. ft . 1 . .6 .0 16 . 0. 16. 63.40 E. 1 .2 .0 69. 0. 69. 63.41 3. 1 .8 .0 159. 0. 159. 63'41 4. 2.4 .0 284. 0. 284 . 63.42 5. 3.0 .0 445. 0. 445. 63.42 6. 3.6 '0 641 . 0. 641 . 63.43 7. 4 .2 .0 874. 0. 874. 63.43 8. 4 .8 .0 1142. 0. 1142. 63.44 9 . 5.4 .0 1446. 0. 1446. 63.45 10 . 6.0 .0 1785. 0. 1785. 63.46 11 . 6.6 .0 2161 . 0. 2161 . 63.47 12 . 7.2 '0 2572' 0. 2572. 63.49 13. 7.7 .0 3019. 0. 3019. 63.50 14. 8.3 .0 3501 . 0. 3501 . 63.52 15. 8.9 .0 4020. 0. 4020. 63.53 16. 9.5 .0 4574. 0. 4574. 63.55 17. 10. 1 .0 5164 . 0. 5164. 63.57 18. 10.7 .0 5789 . 0. 5789. 63.59 19. 11 .3 .0 6451 . 0. 6451 . 63.61 20. 11 .9 .0 7148. 0. 7148. 63.63 21 . 12.5 .0 7881 . 0. 7881 . 63.65 22 . 13. 1 .0 8649. 0. 8649. 63.68 23. 13.7 .0 9454. 0. 9454. 63.70 24. 14.3 .0 10294. 0. 10294. 63.73 25. 13.9 .0 11141 . 0. 11141 . 63'75 26. 13.6 .0 11968. 0. 11968. 63.78 27. 13 .2 .0 12773 . 0. 12773. 63.81 28. 12.9 .0 13558. 0. 13558. 63.83 29. 12.5 .0 14321 ' 0' 14321 . 63.85 30. 12.2 .0 15063. 0. 15063. e,3.88 31 . 11 .8 .0 15785. 0. 15785. 63.90 32. 11 .5 .0 16485. 0. 16485. 63.92 33. 11 . 1 .0 17164. 0. 17164. 63.94 34 . 10.8 .0 17822. 0. 17822. 63.96 35. 10.4 .0 18459. 0. 18459. 63.98 36. 10. 1 .0 19076. 0. 19076. 64.00 37. 9.7 .0 19671 . 0. 19671 . 64.02 38. 9.4 .0 20245. 0. 20245. 64 .03 39. 9.0 .0 20798. 0. 20798. 64.05 40. 8.7 .0 21330. 0. 21330' 64 .06 41 . 8.3 .0 21841 . 0. 21841 . 64 .07 42. 8.0 .0 22331 . 0. 22331 . 64 .09 43. 7.6 .0 2280(/. 0. 22800. 64. 10 44 . 7.3 .0 23248. 0. 23248. 64 . 11 - continued - ' JOB: #88-287 admiral moving Page 3 Time Q in O out Vol . in Vol ' out Storage Elev. min. cfs. cfs. cf. cf. cf. ft. 45. 6.9 .0 23675' 0. 23675. 64' 12 46. 6.6 .0 24081 . 0. 24081 . 64. 13 47 . 6.2 .0 24465. 0. 24465. 64. 14 48. 5.9 .0 24829. 0. 24829. 64. 15 49. 5.5 .0 25172' 0. 25172. 64. 16 50. 5.2 .0 25494 . 0. 25494. 64. 17 51 . 4.8 .0 25795. 0. 25795. 64. 17 52. 4.5 .0 26074. 0. 26074. 64 . 18 53. 4. 1 .0 26333. 0. 26333. 64. 19 54. 3.8 .0 26571 . 0. 26571 . 64. 19 55. 3.4 .0 26787. 0. 26787. 64.20 56. 3. 1 .0 26983. 0. 26983. 64.20 57. 2.7 .0 27157. 0. 27157. 64.21 58. 2.4 .0 27311 . 0. 27311 ' 64.21 59. 2.0 .0 27443' 0. 27443. 64.22 60. 1 .7 .0 27555. 0. 27555. 64.22 61 . 1 .3 .0 27645. 0. 27645. 64 .22 62. 1 .0 .0 27715. 0. 27715. 64.22 63. .6 .0 27763' 0. 27763. 64.22 64. .3 .0 27790. 0. 27790. 64.23 65. .0 .0 27797. 0. 27797. 64.23 66. .0 .0 27797. 0. 27797. 64.23 67. .0 .0 27797. 0. 27797. 64 .23 68. .0 .0 27797. 0. 27797. 64 .23 69. .0 .0 27797. 0. 27797. 64.23 70. .0 .0 27797. 0. 27797. 64.23 71 . .0 .0 27797. 0. 27797. 64.23 72. .0 .0 27797. 0. 27797. 64.23 73' .0 .0 27797. 0. 27797. 64.23 74. .0 .0 27797. 0. 27797. 64.23 75. .0 .0 27797. 0. 27797. 64.23 76. .0 .0 27797. 0. 27797. 64.23 77. .0 .0 27797. 0. 27797. 64.23 78. .0 .0 27797. 0. 27797. 64.23 79. .0 .0 27797. 0. 27797 . 64.23 80. .0 .0 27797. 0. 27797. 64.23 81 . .0 .0 27797. 0. 27797. 64.23 82. .0 .0 P7797. 0. 27797. 64 .23 83. .0 .0 27797. 0. 27797. 64.23 84. .0 .0 27797. 0. 27797. 64.23 85. .0 .0 27797. 0. 27797. 64 .23 86. .0 .0 27797. 0. 27797. 64 .23 87. .0 .0 277p7. 0. 27797. 64 .23 88. .0 .0 27797. 0. 27797. 64.23 - continued - JOB: #88"287 admiral moving Page 4 Time Q in Q out Vol . in Vnl . out Storage Elev. min' cfs. cfs. cf. cf. cf. ft . 89. '0 .0 27797. 0. 27797. 64.23 90. .0 .0 27797' 0. 27797. 64.23 91 . .0 .0 27797. 0. 27797. 64.23 92 . .0 .0 27797. 0. 27797. 64.23 93. .0 .0 27797. 0. 27797. 64.23 94. .0 .0 27797. 0. 27797. 64.23 95. .0 .0 27797. 0. 27797. 64.23 96' .0 .0 27797' 0. 27797. 64.23 97. .0 .0 27797. 0. 27797. 64.23 98. .0 '0 27797- 0. 27797. 64.23 99. .0 .0 277q7 . 0. 27797. 64.23 100. .0 .0 27797. 0. 27797. 64.23 101 . .0 .0 27797. 0. 27797. 64.23 102. .0 .0 27797. 0. 27797. 64.23 ***** SUMMARY UF BASIN OPERATION ***** Maximum inflow = 14 .30 cfs. Maximum outflow = .00 cfs. at 0. min. Maximum water elevation = 64 .23 at 65' min. Zero storage at 102. min. JOB: #88-287 admiral moving Page 1 / Date: 12/29/88 *********************« *^******** ** ** ** DETENTION BASIN AWLYSlS ** ** design professionals , inc . ** ** ** Storm frequency: 0025 years. Outlet type: NONE Parameters data file: 287Y2.DAT - Runoff computed with Modified Rational Method - Area = 13.0 ac ' C = '550 Storm Intensity = 3'80 in. /hr . Ma:imum runoff = 27.2 cfs. Time of conc . wshed = 24. min. , time of conc . storm = 24 . min' *** ELEVATION AND VOLUME DATA *** Elev. (ft ) Area ( sf ) Volume (cf) 63.40 '). 63.41 273o('' 91 . 64.00 37020. 18993. 65.00 41ovo. 57986. 66.00 4'/3',0. 102098. ' *** HEAD AND OUTFLOW DATA *** Head (ft ) Qout (cfs) 1 .00 .00 2.00 .00 3.00 .00 4.00 .00 5.00 .00 . ' JOB: #88-287 admiral moving Page 2 7iale Q in Q out Vol . in Vol . out Storage Elev. mjn. cfs. cfs. cf. cf. cf. ft . 1 . 1 . 1 .0 0. 30. 63.40 2. 2'3 .0 132. 0. 132. 63.41 3. 3.4 .0 301 . 0. 301 . A)3.42 If . 4 .5 .0 539. 0. 539. 63.42 5. 5.7 .0 845. 0. 845. 63.43 6. 6.8 .0 1218. 0. 1218. 63.45 7. 7.9 .0 1660. 0. 1660. 63.46 B. 9. 1 .0 2169. 0. 2169. 63.47 9. 10.2 .0 2747. 0. 2747. 63.49 10. 11 .3 .0 3392. 0. 3392. 63.51 11 . 12.5 .0 41 5 . 0. 4105. 63.54 I.P. 13.6 .0 4886. 0. 4886. 63.56 13. 14 .7 .0 5735. 0. 5735. 63.59 14. 15.8 .0 6652. 0. 6652. 63.61 15. 17.0 .0 7637 . 0. 7637. 63.65 16. 18. 1 .0 869o. 0. 8690. 63.68 17 . 19.2 .0 9811 . 0. 9811 . 63.71 18. 20.4 .0 11( 00. 0. 11000. 63.75 19. 21 .5 .0 12256. 0. 12256. 63'79 20. 22.6 .0 13581 . 0. 13581 . 63.83 21 . 23.8 .0 14973. 0. 14973. 63.87 22 . 24 '9 .0 16434 . 0. 16434. 63.92 23. 26.0 .0 179e2. 0. 17962. 63.97 24 . 27.2 .0 1955B. 0. 19558. 64.01 25 . 26 .5 .0 21168. 0. 21168. 64.06 26' 25.8 .0 22739. U. 22739. 64. 10 27. 25.2 .0 242X.)9. U. 24269 . 64 . 14 28 ' 24.5 .0 25759. 0. 25759. 64. 17 29. 23.8 .0 27210. 0. 27210. 64.21 30. 23.2 .0 28620. 0. 28620. 64.25 31 . 22 .5 .0 29991 . 0. 29991 . 64.28 �2. 21 .8 .0 31321 . 0. 31321 . 64. 32 33 . 21 .2 .0 32612. 0. 32612. 64 .35 34 . 20.5 .0 33862. 0. 33862. 64.38 35. 19.8 .0 35073. 0. 35073. 64.41 36' 19.2 .0 36244 . 0. 36244. 64.44 37. 18.5 .0 37374 . 0. 37374. 64.47 38' 17.8 .0 38465. 0. 38465' 64.50 39 . 17.2 .0 39516. 0. 39516. 64.53 40. 16 .5 .0 40527. 0. 40527. 64.55 41 . 15.8 .0 41498. 0. 41498. 64 .58 42. 15.2 .0 42429' 0. 42429. 64 .60 43. 14 .5 .0 43320. 0. 43320. 64.62 44 . 13.9 .0 44171 ' 0. 44171 . 64.65 - continoed - ^ JO8: #88-287 admiral moving Page 3 Time Q in Q out Vol . in Vol . out Storage Elev. min. cfs. cfs. cf. cf. cf. ft . 45' 13.2 .0 44982. 0. 44982. 64.67 46. 12.5 .0 45'753. 0. 45753. 64 .69 47' 11 .9 .0 46494 ' 0. 46484. 64.71 48 . 11 .2 .0 47176. 0. 47176. 64 .72 49 . 10.5 .0 47827. 0. 47827. 64.74 50. 9.9 .0 48438. 0. 48438. 64 .76 51 ' 9.2 .0 49010. 0. 49010. 64 .77 52' 8.5 .0 49541 . 0. 49541 . 64.78 53. 7.9 .0 50033. 0. 50033. 64.80 54 . 7 .2 .0 50484. 0. 50484. 64 .81 55' 6.5 .0 50R96. 0. 50896. 64.82 56 . 5.9 .0 51P67. 0. 51267. 64 .83 57 . 5.2 .0 51599. 0. 51599. 64.84 58. 4.5 .0 51890. 0. 51890. 64.84 59. 3.9 .0 52142. 0. 52142. 64.95 60. 3.2 .0 5P354 . 0. 52354. 64.86 61 . 2.5 .0 52526. 0. 52526. 64.86 62. 1 .9 .0 52658. O. 52658. 64.86 63. 1 .2 .0 52750' 0. 52750. 64.87 64. .5 .0 52801 . 0. 52801 . 64 .87 65. .0 .0 52814 . 0. 52814. 64.87 66. .0 .0 52814. 0. 52814. 64.87 67. .0 .0 52814. 0. 52814 . 64.87 68. .0 .0 52814. 0. 52814. 64 .87 69 . .0 .0 52814. 0. 52814. 64.87 70. .0 .0 52814. 0. 52814 . 64 .87 71 . .0 .0 52814' 0. 52814 . 64 .87 72 . .0 .0 52814. 0. 52814. 64 .87 73. .0 .0 52814' 0. 52814. 64 .87 74. .0 .0 52814 . 0. 52814. 64.87 75, .0 .0 52814. 0. 52814. 64.87 76. .0 .0 52814. 0. 52814. 64.87 77. '0 .0 52814 ' 0. 52814. 64.87 78. .0 .0 52814. 0. 52814. 64.87 79 ' .0 .0 52814. 0. 52814. 64 .87 80. .0 .0 52814. 0. 52814 . 64 .87 81 ' .0 .0 52814. 0. 52814. 64 .87 82. .0 .0 52814. 0. 52814. 64.87 83. .0 .0 52814. 0. 52814 . 64 .87 811 . .0 .0 52814. 0. 52814. 64.87 85. .0 .0 52814 . 0. 52814. 64.87 ' 86. .0 .0 52814 . 0. 52814 . 64 .87 87 . .0 .0 52814. 0. 52814. 64 .87 88. .0 .0 52814. 0. 52814. 64 .87 - continued - JOB: #88-287 admiral moving Page 4 Time Q in Q out Vol ' in Vol . out Storage Elev. min. cfs. cfs. cf. cf. cf . ft . 89' .0 .0 52814 . 0. 52814. 64.87 90. .0 .0 52814. 0. 52814. 64.87 91 . .0 .0 52811 . 0. 52814. 64.87 92' .0 .0 52814. 0. 52814. 64 .87 93. .0 .0 52814. 0. 52814. 64.87 94 . .0 .0 52814 . 0. 52814. 64 '87 95' '0 .0 52814 ' 0. 52814. 64.87 96. .0 .0 52814. 0. 52814. 6,4.87 97. .0 .0 52814 . 0. 52814. 64.87 98. .0 .0 52814. 0. 52814. 64.87 99. .0 .0 52814. 0. 52814. 64 .87 |00. .0 .0 52814 . 0. 52814 . 64.87 101 . .0 .0 52814 . 0. 52814. 64 .87 102. .0 .0 52814 . 0. 52814. 64.87 ***** SUMMARY OF BASIN UrkRATlON ***** Maximum inflow = 27. 17 cfs. Maximum outflow = .00 cfs. at 0 ' min. Maximum water elevation = 64.87 at 65' min. lern storage at 102. min. SOB: PROJECT #88-287 ADMIRAL MOVIN Page 1 Date: 12/29/89 * DETENTION BASIN ANALYSIS * ** design professionals, inc . ** Storm frequency: 002 years. Outlet type: MODIFIED RATIONAL RETENTION Parameters data file: 287Y2.DAT - Runoff computed with Modified Rational Method - Area = 13.6 ac . C = .550 Storm Intensity = 2.00 in. /hr . Maximum runoff = 15.0 cfs. Time of cone . wshed = 24. min. , time of cone . storm = 24. min. *** ELEVATION AND VOLUME DATA *** Elev. (ft ) Area ( sf ) Volume (cf) 63.40 O. 0. 63.41 27300. 91 . 64.00 37020. 18993. 65.00 41000. 57986. 66.00 47300. 102098. *** HEAD AND OUTFLOW DATA *** Head (ft ) Oout (cfs) 1 .00 .00 2.00 .00 3.00 . 00 4.00 .00 5.00 .00 - 287Y2.TXT - JOB: PROJECT #88-287 ADMIRAL MOVIN Page 2 Time 0 in 0 out Vol . in Vol . out Storage Elev. min. cfs. cfs. cf. cf . cf. ft . 1 . .6 .0 17. 0. 17. 63.40 2. 1 .3 .0 74 . 0. 74. 63.41 3. 1 .9 .0 169. 0. 169. 63.41 4. 2.5 .0 303. 0. 303. 63.42 5. 3.2 .0 475. 0. 475. 63.42 6. 3.8 .0 685. 0. 685. 63.43 7. 4.5 .0 933. 0. 933. 63.44 8. 5. 1 .0 1220. 0. 1220. 63.45 9. 5.7 .0 1545. 0. 1545. 63.46 10. 6.4 .0 1907. 0. 1907. 63.47 11 . 7.0 .0 2308. 0. 2308. 63.48 12. 7.6 .0 2748. 0. 2748. 63.49 13. 8.3 .0 3225. 0. 3225. 63.51 14 . 8.9 .0 3741 . 0. 3741 . 63.52 15. 9.5 .0 4295. 0. 4295. 63.54 16. 10.2 .0 4887. 0. 4887. 63.56 17. i0.8 .0 5517. 0. 5517. 63.58 18. 11 .5 .0 6185. 0. 6185. 63.60 19. 12. 1 .0 6892. 0. 6892. 63.62 20. 12.7 .0 7637. 0. 7637. 63.65 21 . 13.4 .0 8420. 0. 8420. 63.67 22. 14.0 .0 9241 . 0. 9241 . 63.70 23. 14.6 .0 10100. 0. 10100. 63.72 24. 14.8 .0 10990. 0. 10990. 63.75 25. 14.4 .0 11866. 0. 11866. 63.78 26. 14.0 .0 12718. 0. 12719. 63.90 27. 13.6 .0 13548. O. 13548. 63.83 28. 13.3 .0 14356. 0. 14356. 63.86 29. 12.9 .0 15141 . 0. 15141 . 63.88 30. 12.5 .0 15904 . 0. 15904. 63.90 31 . 12.2 .0 16645. 0. 16645. 63.93 32. 11 .8 .0 17362. 0. 17362. 63.95 33. 11 .4 .0 18058. 0. 18058. 63.97 34. 11 .0 .0 18731 . 0. 18731 . 63.99 35. 10.7 .0 19381 . 0. 19381 . 64.01 36. 10.3 .0 20009. 0. 20009. 64.03 37. 9.9 .0 20615. 0. 20615. 64.04 38. 9.5 .0 21198. 0. 21198. 64.06 39. 9.2 .0 21758. 0. 21759. 64.07 40. 8.8 .0 22296. 0. 22296. 64.08 41 . 8.4 .0 22812. 0. 22812. 64. 10 42. 8.0 .0 23305. 0. 23305. 64. 11 43. 7.7 .0 23776. 0. 23776. 64. 12 44. 7.3 .0 24224. 0. 24224. 64. 13 - continued - - 287Y2.TXT - JOB: PROJECT #88-287 ADMIRAL MOVIN Page 3 Time Q in Q out Vol . in Vol . out Storage Elev. min. cfs. cfs. cf. cf. cf. ft . 45. 6.9 .0 24650. 0. 24650. 64. 15 46. 6.5 .0 25053. 0. 25053. 64. 16 47. 6.2 .0 25434. 0. 25434. 64. 17 49. 5.8 .0 25792. 0. 25792. 64. 17 49. 5.4 .0 26128. 0. 26128. 64. 18 50. 5.0 .0 26442. 0. 26442. 64. 19 51 . 4.7 .0 26733. 0. 26733. 64.20 52. 4.3 .0 27001 . 0. 27001 . 64.21 53. 3.9 .0 27247. 0. 27247. 64.21 54. 3.5 .0 27471 . O. 27471 . 64.22 55. 3.2 .0 27672. O. 27672. 64.22 56. 2.8 .0 27850. 0. 27850. 64.23 57. 2.4 .0 28007. 0. 28007. 64.23 58. 2.0 .0 28140. 0. 28140. 64.23 59. 1 .7 .0 28252. 0. 28252. 64.24 60. 1 .3 .0 28340. 0. 28340. 64.24 61 . .9 .0 28407. 0. 28407. 64.24 62. .5 .0 28450. 0. 28450. 64.24 63. .2 .0 28472. 0. 28472. 64.24 64. .0 .0 28474. 0. 28474. 64.24 65. .0 .0 28474. 0. 28474. 64 .24 66. .0 .0 28474. 0. 28474. 64 .24 67. .0 .0 28474. 0. 28474. 64.24 68. .0 .0 28474. 0. 28474. 64.24 69. .0 .0 28474. 0. 28474. 64.24 70. .0 .0 28474. 0. 28474. 64.24 71 . .0 .0 28474. 0. 28474. 64.24 72. .0 .0 28474. O. 28474. 64.24 73. .0 .0 28474. 0. 28474. 64.24 74. .0 .0 28474. 0. 28474. 64.24 75. .0 .0 28474. 0. 28474. 64.24 76. .0 .0 28474 . 0. 28474. 64.24 77. .0 .0 28474. 0. 28474. 64.24 78. .0 .0 28474. 0. 28474. 64.24 79. .0 .0 28474. 0. 28474. 64 .24 80. .0 .0 28474. 0. 28474. 64 .24 81 . .0 .0 28474. 0. 28474. 64.24 82. .0 .0 28474. 0. 28474. 64.24 83. .0 .0 28474. 0. 28474. 64.24 84. .0 .0 28474. 0. 28474. 64.24 85. .0 .0 28474. 0. 28474. 64.24 86. .0 .0 28474. 0. 28474. 64.24 87. .0 .0 28474. 0. 28474. 64.24 88. .0 .0 28474. 0. 28474. 64.24 - continued - - 2B7Y2. TXT - JOB: PROJECT #BB-2B7 ADMIRAL MOVlN Page 4 We Q in Q out Vol . in Vol . out Storage �] ev. ^.io. cfs. cfs. cf. cf. cf. ft . �7. .0 .0 28471 . 0. 28474. b// .24 m). .0 .0 284W . 0. 28474. 64 .24 .0 .0 28474 . 0. 28474. 64.24 pP. .0 .0 28474 . 0. 28474 . 64.24 '"3. .0 .0 2847//. 0. 28474. 64 .24 04 . .0 .0 28474 . 0. 28474. 6// .24 115. .0 .0 28404 . 0. 28474 . 64.24 n6 . .0 .0 28474 . 0. 28474. 64.24 07 . .0 .0 2847// . 0. 28474. 64 .24 .0 .0 28470 . 0. 28474 . 64 .24 0. 28474. 60 .24 .0 .0 2847// . 0. 28474. 6'/ .24 .0 .0 28474 . 0. 28474. 64.24 .0 .0 28474. 0. 28474. 60 .24 ***** SUMMARY OF BASIN " I RATION ***** | |y:imum inflow = 14.96 cfs. | | j: im//m outflow = .00 cfs. at o. m / ". U `gimun/ water elevation = 64.2A at ( // . min. .'"/ o storage at 102. min. V le W.4 y v c.. f I I f f-W W, I II If-,f I J I If lo 1-f 1 '61 Z.- f t 103 Cl, x 1 - 50YOUT.DAT - JOB: 088-287 admiral moving Page 2 Time Q in Q out Vol . in Vol ' out Storage Elev. min' cfs. cfs. cf . cf. cf. ft . 1 . 1 .3 .0 34 . 0. 34. 63.40 2. 2.6 .0 152. 0. 152. 63'41 3' 3.9 .0 349. 0. 349. 63'42 4. 5.2 .0 624 . 0. 624. 63.43 5' 6.6 .0 979. 0. 978' 63'44 6. 7.9 .0 1411 . 0. 1411 . 63'45 7. 9.2 .0 1922 ' 0. 1922. 63.47 8. 10.5 .0 2512 . 0. 2512. 63.49 9 . 11 .8 .0 3180. 0. 3180. 63.51 1o. 13. 1 .0 3928. 0. 3928. 63.53 11 . 14.4 .0 4753 ' 0. 4753. ' 63'56 l2. 15.7 .0 5658. Q. 5658. 63.58 13. 17.0 .0 6641 . 0. 6641 . 63.61 14. 18.4 .0 7703. 0. 7703. 63.65 15. 19.7 .0 8849. 0. 8843. 63.68 16. 21 .0 '0 10062. 0. 10062. 63.72 17. 22.3 .0 11360. 0. 11360. 63.76 18. 23.6 .0 12736. 0. 12736. 63'8o Q. 24.9 '0 14191 . 0. 14191 . 63.85 20. 26.2 .0 15725. 0. 15725. 63.90 21 ' 27.5 .0 17337' 0. 17337. 63.95 22. 28.8 .0 19028. 0. 19028. 64.00 23. 30 . 1 .0 20798. 0 . 20798. 64.05 24. 31 .5 .0 22646. 0. 22646. 64 .09 25. 30.7 .0 24511 . 0. 24511 . 64. 14 26' 29.9 .0 26329' 0. 26329. 64' 19 27. 29 . 1 .0 28101 . 0. 28101 . 64.23 28. 28.4 .0 29827. 0. 29827. 64.28 29. 27'6 .0 31506. 0. 31506. 64'32 30. 26.8 .0 33139. 0. 33139. 64 .36 31 . 26. 1 .0 34726. 0. 34726. 64.40 32. 25.3 .0 36267. 0. 36267. 64.44 33. 24 .5 .0 37761 . 0. 37761 . 64.48 34 . 23.7 .0 39209. 0. 39209. 64'52 35' 23.0 .0 40611 ' 0. 40611 . 64'55 36. 22.2 .0 41966. 0. 41966. 64.59 37. 21 .4 .0 43276 . 0. 43276. 64.62 38. 20.7 .0 44539. 0. 44539. 64 .66 39. 19.9 .0 45756. 0. 45756. 64.69 4). 19. 1 .0 46926. 0. 46926. 64 .72 Al . 18'4 .0 48050. 0. 48050. 64.75 42. 17.6 .0 49128. 0. 49128. 64 .77 43. 16.8 .0 50160. 0. 50160. 64.80 44. 16.0 .0 51145. 0. 51145. 64.82 ' - continued .- I c-)V U z a L 1 0 D -- L 0"g 9 i7r.119 C) 179T 19 0" 8 E.) LC)"99 i.?g T 19 C) 4-/g T 19 C) f:), Z,6 Z. C.? "+19T 19 1.7 gT T 9 C) C" . 98 L C.) 9 9 '+79119 "29 C T T9 C 8 C T T 9 C) C L C) " +79119 /-.(.-)'99 4791 T9 C "'YgT T9 C) 'EB Lo "99 "i7gl T9 C) ' FSST T9 0" 2E L(--)"S(? '+791 T9 C) '+79T T9 C) o Co LC)- f�-9 "+29T T9 .o " '79T T9 C 0" ..). 1.(-)'�9 "79T T9 C) "+79 119 o' C). ' 6L LC .1-19 "+YST T9 •C) "fig I T 9 C . C . BL '4791 '19 C) "t,9T T9 C), C). '.L L C)•99 1. L C) 9 +,9 T T 9 ',rST T C? C). chi" 9L t,C) I? " 4-/gT T9 C 1+79 1 T9 C)" C) LO 99 "479T T9 o 17'],T T9 0 + 17 9 T T 9 C +29119 C) 'EL L C.)•S9 ' i-79T T9 C I-Y9T 19 C C). J/ C. Lf)"99 "79T T9 4/g 119 C). ol T L C) 9 +IG T T9 C) T 9 C)" 0. L Cj 9 '479T T9 19 C), C). 9 Z.,C),S�9 "791 T9 Sa"T T9 0. "E39 4.,f- M L C)"S,O,9 T T9 0 �:;T T9 C) C)" 1.,9 Z.I C)"rZi 9 +IqT 19 C " f/9 i T9 C-), 0" (�9 LO'g9 47 S.'T T9 C) "791 T9 C C) 9 Z.C),g 9 '6ET 19 C) 6 E."T T9 0. 9 119 LC)"29 "BLO T9 C) 'BL(-)19 C) 47" 1 E19 Lf)"99 "2L6(-)9 "C) 2IL609 2112 •�119 9C)'g9 '6 T iB(-.)9 o T 809 C) 6"2 ' T9 90,'-'9 C 2909 C C)p 9()9 L E )9 'gLEC)9 C MLF(-)9 C 47 &,CM Si 29 ,+ieo(-)9 C) +Y F3 C)0 9 C). 2,r-I "Fig 47C) 99 *947L69 C.) 947L6g- C) C)"q S CC-) g 9 "29669; C) 29662 ol 8*9 C 2C.),�19 2668'-� C) 2C,68g 9"L X7 S '99+709 C "2E6Lg 6 LG C T '6 'E9 E-36 i)9 "E96L9 "0 " E9ELSS C). 6'6 L6'479 '8471-9S; C-) E3+,L9r., C). 9"(-)T Tg 96"4-)9 "98(,.*)99 C.) ?8(799 +7' 1 T L, C6' +i9 6LESg C 61,Cq2 C) 2*2T 6t, T 6" +)9 +Y 2 9+7g C) 1/29+7 g C) W E 1 18+/ 68'+79 "47286g 4-7 P,8 E.S.' C) L'E T 'L17 S' C Z..8"179 Z-L62E-; C) —62.= 9'47 T -.917 +/9 •.8o29 "g47 E"9T •AE) 1:3 a6L--A,:)4S 4 1-1 C) I Lk I • IQ A q.n a 0 uT 0 a -1 j E a b e.-I E)uIAOW -le--klu)Pv LE32—E3E31# :�l C)J' - 50YOUT .DA | JOB: 088-287 admiral moving Page 4 [ime Q in Q out Vol . in Vol . out Storage Elpv. mi '.' cfs' cfs' cf . ' f . cf. f+ . O'7. .0 .0 6115A . 0. 61154 . 65.07 ?9. .0 .0 61154. 0. 61154. 65.07 W . .0 .0 61154. 0. 61154. 65.07 �2 . .0 .0 61154. 0. 61154 . 65.07 �J. .0 .0 61154 . 0. 61154. 65'07 74 . .0 .0 61154 . 0. 61154. 65.07 95. .0 .0 61154 . 0. 61154 . 65.07 96. .0 .0 61154 . 0. 61154. 65. 07 97. .0 .0 61150 . 0. 61154. 65 .07 90. .0 .0 61154 . 0. 61154 . 65.07 7? . .0 .0 61154 . 0. 61154. 65 .07 too. .o .0 61154 . 0. 61154. 65.07 101 . .0 .0 6115A . 0. 61154. 65.07 [up. .0 .0 61154. 0. 61154 . 65.07 ***** SUMMARY OF BANM O['F|/A [ION **v** ||a' imum inflow = 31 .46 cfs. 10^imom outflow = .00 cfs. at 0 . min . Uiximum water elevation = 65.07 at 65 . min. /"i , storage at 102. min. '///': r[<OJEC [ #88-287 ADMIRAL MO«lN Page 1 Date: 12/29/88 �* * * �* DETENTION PAS] U O| kA| }9 [S * � ** design profess30010 , jnc . *v v* � x .1m j I f?quencv: 05U vears . / »/ F ] rt Qpe: MODTFIED RATIONAL RE [EM [ | /)H |`'`ram-Eers data file: 287Y50.DA | - Runoff computed with Mn'1if / /`d Rational Method - 13. 6 ar . C = .53/) Sturm Intensity = 4.40 in. /hr . | |'.;imum runoff - 32.9 cfs. | ) me of conc . wshed = 24. min. , time /'f unnc . storm = 24. min. * ** ELEVAT |[VN 0UM \'/KUME DATA *** Elev . (ft ) Arpa ( -t ) Volume (cf) 63.40 '`. 0. 63.41 91 . 64 .00 18993. 65.00 57986. 66.00 102098. *** HEAD AND U| |TFi/ /W DATA *** Head (ft ) /]out (cfs) 1 .00 2.00 3.00 .0(--) 4.00 .»» 5.00 .00 - 287Y50. lY | - J()R: PROJECT #88-2191 ADMIRAL MOVIN Page 2 lime Q in Q out Vol . in Vol . out Storage Elev. cfs' cfs. cf . cf. cf. ft . 1 ' 1 .4 .0 27' 0. 37. 6A.40 2. 2.8 .0 163. 0. 163. 63.41 9. 4.2 .0 373. 0. 373. 63.42 11 . 5.6 .0 667. 0. 667. 63.43 5. 7.0 .0 1045. 0. 1045. 63.44 6. q.4 .0 1507. 0. 1507. 63.45 7. 9.8 .0 2053. 0. 2053. 63.47 B. 11 .2 .0 26R4. 0. 2684 . 63.49 9 . 12.6 .0 3398. 0. 3398. 63.51 10. 14.0 .0 4196. 0. 4196. 63.54 | 1 . 15.4 .0 5079. 0. 5079. 69.57 | P. 16.8 .0 6045. 0. 6o45. 13.60 13. 18.2 .0 7095. 0. 7095. 69.63 | 4 . 19.6 .0 BP30. 0. 8230. 63.66 15. 21 .0 .0 9409. 0. 9448. 63.70 16 ' 22.4 .0 10751 . 0. 10751 . 63.74 17 . 23.8 .0 12137. 0. 12137. o3 .79 is. 25. 2 .0 13608. 0. 13608. 63.83 19. 26.6 .0 15162. 0. 15162. 63.88 po. 28.0 .0 16801 . 0. 16801 . 63.93 P) . 29.4 .0 18524 . 0. 18524. 63.99 P2. 30.8 .0 20330. 0. 20330. 64.03 23 . 32.2 .0 22221 . 0. 22221 . 64.08 24 . 32.5 .0 24179. 0. 24179. 64. 13 P5. 31 .7 .0 26104. 0. 26104. 64. 18 ' 26. 30.9 .0 27980. 0. 27980. 60 .23 27 . 30.0 .0 29806. 0. 29806. 64.28 28. 29.2 .0 31583. 0. 31583. 64.32 P9. 28.4 .0 33311 . 0. 33311 . 64.37 90. 27.6 .0 34989. 0. 34989. 64.41 it . 26.7 .0 36618. 0. 36618. 64 .45 32. 25.9 .0 38197. 0. 38197. 64.49 33, 25. 1 .0 39720. 0. 39727 . 64 .53 34 . 24.3 .0 41207. 0. 41207. 64.57 35. 23.4 .0 42638. 0. 42638. A4.61 36. 22.6 .0 44020. 0. 44020. 64 .64 17 . 21 .8 .0 45352. 0. 4535P. 64. 68 38 . 21 .0 .8 46635. 0. 46634 . 64.71 99. 20. 1 .0 47868. 1 . 47868. b/i-.74 40 . 19.3 .0 49032. 1 . 49051 . 64.77 Al . 18.5 .0 50186. 1 . 50186. 64.80 02. 17'7 .0 51271 . 1 . 51271 . 64.83 As. 16.8 .0 52307. 1 . 52306. 64 .85 44 . 16'0 .0 53293. 1 . 53292. 64'88 - coutin/'pd J I I U I t 1:3-3 T T "'.19 4-7 9 P,9 'C+7929 ol "F'79i39 o. T 1 '!19 %-)+7929 T T '(.9 C)"7929 E,1-Y 9 2 9 o. I T "..'9 ()b929 .6 "LEA7929 0 T 1 "!: 9 17 9 2,9 "ElA7929 o. 11 "..]9 )'7929 t=1,9?9 o" C), L L) T T 9 +/9 219 El t,:"/9p9 0 C).. "C17929 ol I T "().'1929 (-)+79E,9 E El 1/9 2 9 ol '047929 E E+7929 o. C), T C)'-/9 2 9 1 "E'1-7929 o. E EA�929 o. T 9 O+Y929 ip 'E,17929 o. C), T I "f-'.9 CH7929 -f -f -r,(.� "(-)+)929 E "E1/929 0 I T 'l.]9 047929 E "E 17929 o. C17929 ol T I ;9- "0179i�9 T T +1 T 929 o.U+1929 C), T I 4]9 T 179d,9 2) 'E':+7929 ol C).. T 1 "...,9 1479239 3 0 I I i)9i39 p "E'+7929 ol ci T 1 '99 " T47929 -2 "E'lty9i39 o. C' T T I..C? E-1.47929 o. ' T i7W.39 .p " '.�9 ' 1+7929 .2 E,4-2 9 i3 9 o. T I '�V " 1 17929 .2 ' E-1,,929 ol .2 o '.?C(?29 'BE929 0 17 r,29 ol I C)T 9 "68Sc39 .p f 6 M C)T .1-1 C.? o. .::3 "C64729 -'-;6-1229 �'T 9 6 C. 9 '2S;129 El: 2 ol 6 6.)T 9 0 6 C) "i�.C)6 T 9 'E19T9 -2 19 T 9 0' iM Z.0 .1-9 "692 T 9 2 J 1 Z..2 T 9 ol '1 ' 9 9 "Z-LB(-9 '8/.B(-)9 0 +7L47('.')9 f 0. 470 9 "2+7669 T 1717669 0 9"a E: 6-S, ol '17"6 C C)T -2 "l-9 11889 D 1889 ol 0 j - v TLTBS; T c'L T 8 S 0" 1 TT 66"ii,9 T T8+7Z.,9 8 11/-S of 6' TT L6' 1.)9 '24-7L99 T E.17 L"9 S 0 !-;6" 1;9 '+7969S; I ol C:'T E6' [79 9 T T T '!.I T(19 0. +7"47'r T �3.j-,-[ ()6" 1)9 +7 ol .7a ' 4J J.:) A 1 1 s J.--j - 5 J..-:) A 0 abe-1,34S 4 1-1-D I o IkT - 1QA no i'3 U t jj ;D- U) L I E abej MIAOW -IV'IIW(IV L82-88# IZ-33FOIJ-d :0.VI I - 287Y5Q . 1 / 1 |' /V: PROJECT #88-287 ADMIRAL MOVIM Page 4 ! ) mp Q in Q out Vol . in Yni . out Storage Eiev. I. cfs. cfs. cf. r [ . cf. ft . 4' 62639. A5. 11 .V .0 62643. 4. 62639. 65. 11 71 ' .0 .0 62607 . 4. 62639. 65. 11 4. 62639. 65. 11 62643. 4. 62639. .0 .0 626//3. 4 . 62639. 65. 11 62643' 4 . 62639. 69. 11 .9 .0 626//3. 4 . 62639. 65. 11 .0 .0 62643. 4 . 62639. 65. 11 .0 .0 626//3. 4. 62639. 65. 11 .0 .0 62643. 4. 62639. 65. 11 .0 .0 626'/3. 4. 62639. 65. 11 1 '11 . .0 .0 62649. 4. 62639. 65. 11 | '`P. .o .0 62643. 4. 62639. 65. 11 ***** SUMMARY OF BASIN 'V`F|'oTION ** +** | h, im/'m inflow = 32.91 cfs. | | 'jjm//m outflow = .00 cfs. at 3'`. min. U.^:imum water elevation = 65. 11 at '.q . min. . ''`in storage at 102. min. i"I (A )cI Do Isu : JP TV m V K V 1011 ltai f 11 Ol 11'J 1 1 do- inn prnfw- 10011 - , " Or . VnRry . j ., ,,oykrF diva 111pu PRVYP .Dnl I . Ij In PQ fu SWIM m I II. 7; N4 ELITVATIfIll (Ill" "ll 1 1! IF (N)1 1') m. V Kiev f L A a 5 P(:.) I ? PA 1 W99, .. W.M) 00 QQ 1 PAW I fy.) PC I Wad f t Q) I r ' ! r i+ •f l 11 <'f ) Ill 1.'.r_J 1 ..,,J, II' II I � Il llrll, .'C� ! ! Ir I i , r I1 t,• ! ,�1 I)n `], ,r..,',rl .. r ! l 1. 1.. II 11111� rl - 101YOUT.1.)AT - JOB: #88-287 admiral moving Page 3 lime Q in Q out Vol . in Vol ' out Storage Elev. min' cfs. cfs. cf. cf. cf. ft . 45. 16.7 .0 56819. 0. 56819. 61 .75 46. 15.8 .0 57794. 0. 57794. 61 .79 47. 15.0 '0 58717' 0. 58717. 61 .83 48. 14. 1 .0 59590. 0. 59590. 61 .86 49. 13.3 .0 60413. 0. 60413. 61 .90 50. 12.4 .0 61185. 0. 61185. h1 .93 51 . 11 .6 .0 61907. 0. 61907. 61 '96 52. 10.8 .0 62578. 0. 62578. 61 '98 53. 9.9 .0 63199' 0. 63199. 62.01 54. 9. 1 .0 63769. U. 63769. 62.03 55. 8.2 .0 64289. 0. 64289. 62'05 56. 7.4 .0 64759. 0. 64759. 62.06 57. 6.6 .0 65177. 0. 65177. 62'08 58. 5.7 .0 65546. 0. 65546. 62.09 59. 4.9 .0 65864. 0. 65864. 62 . 10 60. 4.0 .0 66131 . 0. 66131 . 62 . 11 61 . 3.2 .0 66348. 0. 66348. 62 . 12 62. 2.4 .0 66515. 0. 66515. 62. 13 63. 1 .5 .0 66631 . 0. 66631 . 62. 13 64. .7 .0 66697 . 0. 66697. 62. 13 65' .0 .0 66713. 0. 66713. 62 . 14 66. .0 .0 66713. 0. 66713. 62. 14 67. .0 .0 66713. 0. 66713. 62' 14 68. .0 .0 66713. 0. 66713. b2' 14 69. .0 .0 66713. 0. 66713. 62. 14 70. .0 .0 66713. 0. 66713. 62 . 14 71 . .0 .0 66713. 0. 66713. 62. 14 72 . .0 .0 66713. 0. 66713. 62. 14 73. .0 .0 66713. 0. 66713. 62. 14 74 . .0 .0 66713' 0. 66713. 62. 14 75. .0 .0 66713. 0. 66713. 62. 14 76. .0 .0 66713. 0. 66713. 62. 14 77. .0 .0 66713. 0. 66713. 62. 14 78. .0 .0 66713. 0. 66713. 62. 14 79. .0 .0 66713. 0. 66713. 62. 14 80. .0 '0 66713. 0. 66713. 62. 14 81 . .0 .0 66713. 0. 66713. 62' 14 82. .0 .0 66713. 0. 66713. 62 . 14 ' 83. .0 .0 66713. 0. 66713. 62 . 14 84 . .0 .0 66713. 0. 66713. 62. 14 85. .0 .0 66713. 0. 66713. 62' 14 86. .0 .0 66713. 0. 66713. 62. 14 87. .0 .0 66713. 0. 66713. 62. 14 88. .0 .0 66713. 0. 66713. 62. 14 - continued - 101YOUT.DAT - JUB: #88-287 admiral moving Page 4 ( i.me Q in Q out Vol . in Vu] . out Storage Elev. min' cfs. cfs. cf' cf. cf. ft . 89. .0 .0 66713 . 0. 66713. 62. 14 90. .0 .0 66713. 0. 66713. 62. 14 W . .0 .0 66713. 0. 66713. 62. 14 92. .0 .0 66713. 0. 66713. 62. 14 93. .0 .0 66713. 0. 66713. 62. 14 '0 66713. 0. 66713. 62. 14 .0 66713. 0. 66713. 62. 14 ?6. .0 .0 66713. 0. 66713. 62' 14 97. .0 .0 66713. 0. 66713. 62. 14 98. .0 .0 66713. 0. 66713. 62 . 14 99. .0 .0 66713. 0. 66713. 62 ' 14 100. .0 .0 66713. 0. 66713. 62. 14 101 . .0 .0 66713. 0. 66713. 62 . 14 10R. .0 .0 66713. 0. 66713. 62' 14 ***** SUMMARY OF BASIN OPPHATION ***** Maximum inflow = 34 .32 cfs. Malimum outflow = .00 cfs. at 0. mi ". Maximum water elevation = 62. 14 at 65. min. ^'pro storage at 102. min. 10B: PROJECT #88-287 ADMIRAL MOVIN Page I Date: 12/29/88 ** ** ** DETENTION BASIN AUALYSIS ** ** design professionals , inc . ** ** ** KWrm frequency: 025 years. (o/ Oleh type: MODIFIED RATIONAL RETENT] oH | i/'ameters data file: 287Y25.DAT - Runoff computed with M,'difird Rational Method - /)' pa = 13.6 ac . C = .550 Storm Intensity = 3.80 in. /hr . || ' :imum runoff = 28.4 cfs. lime »f conc . wshed = 24. min. , tjme ' { ronc . storm = 24. min. *** ELEVATION AND ^( /LUME DATA *** Elev . (ft ) Area ( of ) Volume (cf) 63.40 ') . 0. 63.41 27300., 91 . 64.00 737441. 18993. 65.00 41"00. 57986. 66.00 473'«`. 102098. *** HEAD AND OUlF | OW DATA *** Head (ft ) Pout (cfs) 1 .00 .00 2.00 .00 3.00 .0U 4.00 .{«) 5.00 .00 - 287Y25. | X ( - .|UR: PROJECT 088-287 ADMIRAL MOVIN Page 2 lime Q in Q out Vol . in Vni . out Storage Elev. cfs, cfs. cf. cf . cf. ft . 1 . 1 .2 .0 32. 0. 32. 63.40 2. 2.4 .0 1o1 . 0. 141 . 63.41 3. 3.6 .0 322. 0. 322. 63.42 4. 4 .8 .0 576. 0. 576. 63.43 5. 6.0 .0 903. 0. 903. 63.44 6. 7.3 .0 1302. 0. 1302. 63.45 7. 8.5 .0 1773. 0. 1773. 63.46 8. 9.7 .0 2318. 0. 2318. 63.48 9. 10.9 .0 2935. 0. 2935. 6R.50 10. 12. 1 .0 3624. 0. 3624. 63.52 11 . 13.3 .0 4386. 0. 4386. 63.54 W. 14 .5 .0 5221 . 0. 5221 . 63.57 13. 15.7 .0 6128. 0. 6128. 63.60 14. 16 .9 .0 710R. 0. 7108. 63.63 15. 18. 1 .0 8160. 0. 8160. 63.66 16. 19.4 .0 9285. 0. 9285. 63.70 17. 20.6 .0 10482. 0. 10482. 63.73 is. 21 '8 .0 11752. 0' 11752. 63.77 19. 23.0 .0 13095. 0. 13095. 69.82 20' 24.2 '0 1451". 0. 14510. 63'86 21 . 25.4 .0 15998. 0. 15998. 63.91 26.6 .0 17558. 0' 17558' 63.96 P3. 27 .8 .0 19191 . 0. 19191 . 64.01 W . 28' 1 .0 20882. 0' 20882. 64'05 ?5. 27.4 .0 22545. 0. 22545. 64.09 26. 26.6 .0 24165. 0. 24165. 64. 13 ?7. 25.9 .0 25742. 0. 25742. 64. 17 2H. 25.2 .0 27277. 0. 27277. 64 .21 P9 . 24.5 .0 28769. 0. 28769. 64.25 70. 23.8 .0 30218. 0. 30218. 64.29 31 . 23. 1 .0 31625' 0. 31625. 64 .32 32. 22.4 .0 32988. 0. 32988. 64.36 33. 21 .7 .0 3431U. 0. 34310. 64.39 34 ' 21 .0 .0 35588' 0. 35588. 64.43 35. 20.2 .0 36824 . 0. 36824 . 64 .46 36. 19.5 .0 380} 7. 0. 38017. 61 .49 37. 18.8 .0 3916R . 0. 39168. 64 .52 78. 18. 1 .0 40276. 0. 40275. 64.55 39. 17.4 .0 41341 . 0. 41340. 64.57 on. 16.7 .0 42363. 0. 42363. 64.60 11 . 16.0 .0 43343. 0. 43342. 64.62 4P. 15.3 .0 44280' 1 ' 44279. 64 .65 1/3. 14.5 .0 45174. 1 . 45174. 64 .67 44. 13.8 .0 46026. 1 . 46025. 64.69 - contin"pd - 287Y25.lXl - 'OR: PROJECT #88-287 ADMIRAL MOVlN Paqe 3 Time Q in Q out Vol . in Vol . out Storage Elev. mi .`' cfs. cfs. cf. cf. Ft . 45. 13. 1 .0 46835. 1 . 46834. 60 .71 46. 12.4 .0 476'`1 . 1 . 47600. 64.73 47. 11 .7 .0 483P5. 1 . 48324. /n4 .75 //8. 11 .0 .V 49006. 1 . 49005. 64.77 49. 10.3 .0 49644. 1 . 49643. 64.79 50' 9.6 .0 50239 . 1 . 50238. 64.8(1 51 . 8.9 .0 50792. 1 . 50791 . 61 .82 52' R. 1 .0 5130P. 1 . 51301 . 04.83 53. 7.4 .0 51770. 1 . 51768. 64.84 �4. 6.7 .0 52194 . 1 . 52193. 64.85 55. 6.0 .0 52576. 1 . 52575. 64.86 �6. 5.3 .0 52916. 1 . 52915. 64.87 97. 4.6 .0 53213. 1 . 53211 . 64.88 3.9 .0 53467. 1 . 53465. *4.88 99. 3.2 .0 53678. 2. 53676. 64.89 b0. 2.5 .0 53846. 2. 53845. 64.89 61 . 1 .7 .0 53972. 2. 53971 . 64.90 62. 1 .0 .0 54056. 2. 54054. 64.90 63. .3 .0 54096. 2. 54094. 64 .90 64. .o .0 54101 . 2. 54099. 64.90 65. .0 .0 54101 . 2. 54099. 64.90 66., 0 541Y1 . P. 54099. 64.90 67 . .0 .0 54101 . 2. 54099. 64.90 68. .0 .0 54101 . 2. 54099. 64.90 69. .0 .0 54101 . 2. 54099. 64.90 541/`1 . 2. 54099. 64 .90 71 . .0 .0 54101 . 2. 54099. 64.90 7P. .0 .0 54101 . 2. 54098. 64.90 .0 .0 54101 . 2. 54098. 64 .90 .0 .0 54101 . 2. 54098. 64.90 75. .0 .0 54101 . 2. 54098. 64.90 76. .0 .0 54101 . 3. 54098. /`4.90 77. .0 .0 54101 . 3. 54098. 64 .90 .0 .0 54101 . 3. 54098. 64.90 79. .0 .0 54101 . 3. 54098. 64.90 80. .0 .0 54101 . 3. 54098. 44.90 O1 . .0 .0 54101 . 3. 54098. 64 .90 n2' ." .0 54101 . 3. 54098. 64 .90 83. .0 .0 54101 . 3. 54098. 64.90 84 ' .0 .0 54101 . 3. 54098. 64.90 85. .0 .0 54101 . 3. 54098. 64.90 86. .0 .0 54101 . 3. 54098. 64.90 87 . .0 .0 54101 . S. 54098. 64.90 88. .0 .0 54101 . 3. 54097. 64 .90 - contin//pd - 287Y25. 1yl' - JOR: PROJECT #88-287 ADMIRAL MOVIN Page 4 [ime Q in Q out Vol . in Vol . out Storage Flev. mi .1' cfs' cfs. cf' cf. cf. ft . R9 ' .0 .0 541Q1 . 3. 54097 . 64'90 90 . .0 .0 54101 . S. 54097. 64.90 n1 . .» .0 54101 . 3. 54097. 64 .90 92. .0 .0 54101 . 4, 54097. 64.90 .0 .0 54101 . 4 . 54097. 64 .90 94 . .0 .0 54101 . 4 . 54097. 64.9f) 95' .0 .0 54101 . 4. 54097. 41 .90 96. .0 .0 54101 . 4. 54097. 64.90 97. .0 .0 5410i . 4. 54097. 64. 90 98. .0 .0 54101 . It . 54097. 64.90 99. .0 .0 54101 . 4 . 54097. 54.90 .0 .0 54101 . A . 54097. 64.90 .0 .0 54101 . 4. 54097. 64 .90 54101 . 4. 54097. 64.90 ***** SUMMARY OF BASIN V['[RATION ***** Maximum inflow = 28.42 cfs. | |oximom outflow = .00 cfs. at 34 . m) ". | | `:imum water elevation = 64.90 at to . min. 'nro vtnrage at 102. min. ]O8: PROJECT 088-287 ADMIRAL MOVIN Page 1 Date: 12/29/88 ** ** ** DETENTION BASIN A"ALYSIS ** ** design professionals , inc . ** ** ** 1tnrm frequency: 100 years. /«uLlet type: MODIFIED RATIONAL RETEUTT<UH rn/'ameters data file: 287Y1 .DAT - Runoff computed with Mndifird Rational Method - A/ ea = 13.6 ac . C = .550 Storm Intensity = 4.80 in. /hr . M.:ximum runoff = 35.9 cfs. lix/e of conc . wshed = 24. min. , time of ronc . storm = 24. min' *** ELEVATION AND VULUME DATA *** Elev. (ft ) Area ( sf ) Volume (cf) 59.20 ')' 0. 59.21 196R". 66. 60.00 P1 | oo. 16170. 61 .00 233] 0' 38366. 62.00 259m- 62960. 63.00 29AR"' 90728. 64.00 3o0». 124011 . 65.00 41000' 163004. 66.00 47300. 207117. *** HEAD AND 0|TF| //W DATA *** Head (ft ) Uout (cfs) 1 .00 .00 2.00 .00 3.00 .00 4.00 .00 5.00 .00 - 2R7Y1 . | / [ - JOB: PROJECT #88-287 ADMIRAL MOV [N Page 2 iime Q in Q out Vol . in Vol . out Storage Flev. m1.H. cfs. cfs. cf. cf. cf . ft . | . 1 .5 .0 40. 0. 40. 59.21 P. 3. 1 .0 178. 0. 178. 59.22 1. 4.6 .0 4«'7 . 0. 407 . 59.23 4. 6. 1 .0 728. 0. 728. 59.24 q. 7.6 .0 1140. 0. 1140. 59.26 6' 9.2 .0 1644 . 0. 1644. 59.29 7 ' 10.7 .0 2PQO. ». 2240. 59. 32 9. 12.2 .0 2928. 0. 2928. 59.35 Q . 13.8 .0 3707 . 0. 3707. 59.39 In, 15.3 .0 4578. 0. 4578. 59.43 i1 . 16.8 .0 554u. 0. 5540. 59.48 1p. 18.3 .0 6590 . 0. 6594. 59.53 19. 19.9 .0 7740. 0. 7740. 59.59 11 . 21 .4 .0 8978. 0. 8978. 59.65 15. 22.9 .0 10307. 0. 10307. 59.71 16 . 24.4 .0 11728. 0. 11728. 59.78 17. 26.0 .0 13241 . 0. 13241 . 59.86 18. 27.5 .0 14845. 0. 14845. 59.93 19. 29.0 .0 16511 . 0. 16541 . 60.02 20. 30.6 .0 18328. 0. 18328. 60. 10 p1 . 32. 1 .0 20207. 0. 20207. 60. 18 PP . 33.6 .0 22178. 0 . 22178. 60.27 73. 35. 1 .0 24241 . 0. 24241 . 60.36 24 ' 35.5 .0 26377 . 0. 26377 . 60.46 25. 34.6 .0 28477. 0. 28477. 60.55 26 . 33.7 .0 30524, 0. 30523. 60.65 P7. 32.8 .0 32516 . 0. 32516. /,0.74 28. 31 .9 .0 34455. U. 34454. 60.82 20. 31 .0 .0 36339. 0. 36339. 60.91 30 . 30. 1 .0 38170. 1 . 38170. 60.99 31 . 29.2 .0 39947. 1 . 39946. 61 .06 32 . 28.3 .0 41670. 1 . 41669. 61 . 13 33. 27.4 .0 43339. 1 . 43338. 61 .20 34 . 26.5 .0 44954 . 1 . 44953. 61 .27 35 ' 25.6 .0 46515. 1 . 46514. 61 .33 36. 24.7 .0 48022. 1 . 48021 . 61 .39 37 . 23.8 .0 49475. 1 . 49474. 61 .45 38. 2P.9 .0 50R74. 1 . 50873. 61 .51 39. 22.0 .0 5222/`. 1 . 52219. 61 .56 ' 4". 21 . 1 .0 53511 . 1 . 53510. 6J .62 41 . 20.2 .0 54709 . 1 . 54748. 61 .67 +2' 19.3 .0 55932. 1 . 55931 . 61 .71 q?. 18.4 .0 57062. 1 . 57061 . 61 .76 44 ' 17.5 .0 58138. 1 . 58137. 61 .80 - continvv`d -- - 287Y1 . TXT - JOB: PROJECT #88-287 ADMIRAL MOVIN Page 3 [ jme Q in Q out Vol . ill Vol . out Storage Elev. cfs' cfs. cf' cf. cf . ft . 45. 16-6 .0 59160. 1 . 59158. 61 .85 46 . 15.7 .0 60128. 1 . 60126. 61 .88 47. 14.8 .0 61042. 2. 61040. 61 .92 48. 13.9 .0 61902. E. 61900. 61 .96 49. 13.0 .0 62708. P. 62706. 61 .99 50. 12. 1 .0 63460. 2. 63458. 62.02 51 . 11 .2 .0 64138. 2. 64157. 62.04 12. 10.3 .0 64803. 2. 64801 . 62.07 53. 9.0 .0 65393. 2. 65391 . 6'-?.09 14. 8.5 .0 65930. R. 65928. 62. 11 55. 7 .6 .0 6641P. P. 6641v. 62. 12 56. 6.7 .0 66841 . 2. 66839. W. 14 57. 5.8 .0 67216. 2. 67214. 62. 15 58. 4 .9 .0 67537 . 2. 67535. 6'P. 16 59. 4.0 .0 67804. 2. 67801 . 62. 17 60. 3. 1 .0 68017. 2. 68014. 62. 18 61 . 2.2 .0 68176. P. 68173. 62. 19 +2. 1 .3 .0 68281 . 2. 68278. 62. 19 63 . .4 .0 68332. 2. 68330. 62. 19 h4. .0 .0 68338. 3. 68335. 62. 19 65. .0 .0 68R38. 3. 68335. 62. 19 66. .0 .0 68338. 3. 68335. 62. 19 67. .0 .0 68330. 3. 68335. 62. 19 � 3. .0 .0 6833n. 3. 68335. 62. 19 69 . .V .0 6833R. 3. 68335. 6P. 19 70. .0 .0 6833R. 3. 68335 . 62. 19 71 . .0 .0 6833R. 3. 68335. 62 . 19 7p. .0 .0 68338. 3. 68335. 62. 19 68338. 3. 68335. 62. 19 74. .0 .0 68338. 3. 68335. 62. 19 75. .0 .0 68338. 3. 68335. 6P. 19 76. .0 .0 6833R. 3. 68335. 62. 19 77 . .0 .0 68338. 3. 68334. 62. 19 .0 .0 68338. 3. 68334. 6P. 19 79 . .0 .0 6833R. 3. 68334. 6P. 19 O0. .0 .0 68338. 4 . 68334. 62. 19 81 . .0 .0 68338 . 4. 68334. 62. 19 RP. .0 .0 68338. 4. 68334. /,2. 19 .0 68338. 4. 68334. 62. 19 04 . .0 .0 68338. 4. 68334 . 62 . 19 85. .0 .0 68338. 4. 68334 . 62. 19 ' [K` . .0 .0 68339. 4. 68334. 6p. 19 87. .0 .0 68338. 4. 68334 . 62. 19 UD' .0 .0 68338. 4. 68334. 62 . 19 - contin"nd -- ^ujm ^201 le ebeluls oJu/' ^uIm ^ 09 W 61 ^29 = u014exele W4em mnm (:QU ^uLm ^ja 4e ^sJz 00^ = m0I14no mnmI :LA ^sIz 06^GS = moIJu! mnmIxeQ ***** NOIlVUJJo N [SU8 jO A8vWWOS ***** 6T ^29 ^SCE89 ^9 ^8SS89 0^ 01 61 ^29 ^CSS89 ^S ~8GS89 0~ 01 ' | v � 6l ^29 ^SSS89 N ^8SE89 0^ 0^ ^00t 6T ~29 ^CGC89 ^9 ^U2E89 01 0^ ^ 6�. 6T ^H9 ^CSS89 41 ^8ES89 0^ 0^ ^8� 61 ^dY ^GGC89 ^8SC89 0^ ,)^ 61 ^89 ^SSS89 ^8GC89 0^ 0^ ^ 91-1 61 ^M ~CCC89 ^8ES89 0^ 0^ ~�6 61 ^S2S89 ^8SS89 0^ 0^ ^�6 Wa9 ^ KSE89 ^47 ^8GS89 0^ 0^ 6T ^E�9 ^+76689 ^47 ^ 8SS89 0^ 6T ^EN ~ 172S89 ^'7 ^8SC89 0^ 0^ ^ T6 61 ^39 ~NCS89 ^ '7 ^8SS89 0^ 0^ ^06 6T ^29 ^NCS89 ^47 ^86S89 01 0^ ~ 6U ^ID ^s43 ^sIz 'u w WO ^ | ''A W ^ IoA ;no O W O am [ | NIAOW IV8IWGV L82-88# MEOW :801' - 1KL ^ IAL82 - � s ADMIRAL MOVING & STORAGE (88-287) j DRAINAGE ANALYSIS 1 Y 4 l..• r The overall Admiral Moving & Storage site presently dra en&ri in�a existing maim-ade pond southwest of the property. The runoff fran the proposed addition will also drain to the pond by way of existing catch basins and pipe. The existing pond has no formal outlet and therefore functions as a retention pond. The soils in the area of the pond are the "Windsor" variety (WVA-Windsor loamy fine sand 0-3% slopes) . Windsor soils are very rapidly permeable and excessively drained. In analyzing the existing pond, two distinct water surface elevations were observed. On Oct. 18, 1988 and again in December of 1988, the field verified elevation of the water surface taken by our office was 59.2 ft. ' The topographic maps prepared for the Town by Quinn Associates (March, 1986) show a water surface elevation of 63.4 ft. Further investigation shows that the exact date of the aerial flight by Quinn Associates was March 21, 1986. A report of precipitation for the months of March, 1986 and October, 1988 from the National Weather Service office in Windsor Locks, CT. showed the reason for the discrepancy. South Windsor experienced 2.27 inches of rain between October 13, 1986 and October 21, 1986 However, South Windsor had no rainfall at all fran October 9, 198'9 to - er ct�b 18, 1988. our analysis of the existing pond was performed for the 2, 25, 50 & 100 year storms for the base elevation of 63.4 ft. , and the 100 year storm for the base elevation of 59.2. our summary of findings are as follows: Base Year Existing Exist. Max. Year Proposed Proposed Water El. Storm Q Max(CES) Water Elev. Storm Q Max (CFS) Water Elev. ,_63,4 2 14.30 64.23 2 14.96 64.24 Town 25 27.17 64.87 25 28.42 64.90 Aerial 50 31.46 65.07 50 32.91 65.11 Maps 100 34.32 65.20 100 35.90 65.23 3/21/86 59.2 100 34.32 62.14 100 35.90 62.19 D.P.I. Survey 10/18/88 From our findings we conclude that the proposed 30,000 S.F. building addition will neither overtax nor have an adverse effect on the existing retention pond. 7T�o•MM Sf,( 'R o � c 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 February 24, 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works /1197 RE: Engineering Review Addition: Admiral Moving & Storage, Inc. 420 Ellington Road This Department has reviewed the subject plans dated 1/23/89 and the following points are noteworthy: 1 . No hydraulic information has been provided to substantiate whether or not there is sufficient capacity within the existing storm system to adequately handle storm runoff from the proposed 0 . 70 acres of roof area. Capacity analysis needed with flow lines . Y 2, Wit Cize/type `pipe will be used for the roof leader? �l � - C � 3 . No hydraulic information has been provided on the recharge capability of the retention basin. Based on hydraulic information provided, periodic flooding beyond the immediate retention basin area will occur even during frequent storm events, i .e. 64+ elevation. 4 . Elevations should be provided along the Young property line. Limits of construction should be noted. 5 . Vehicle access to the proposed loading dock area will be difficult due to restrictive turning radii . 6 . -Na- detail has been provided for proposed pavement. MJG/jsv cc: Project File ■ ?esign ofessionals, inc. ■ civil engineers • planners 9 surveyors J k:- • MAR 16 law D 'D t-d'2 1- tom, C, t'.-E, t e _'L' ' 3 1-i i ---1 p C.) L L i t j i F I r- in e U 3 I f,J-fri f F L-?Lj i U 3 j t i ) .q '1 d -a 3 C-1 C, tI L-;C- t L,1, e,-, c-J Q t.E?M C1 C C 1of e t d i I.,,c,T r i _i '3 L t I it ILI U J- o I I C'C- t C r, h V J_ 21 1 U rT' I-! F1 U r" C v Mica 0 C2, t V L Li w I t r. "-j T= t .3 e '2 t IL --L 11 J L2 ij e -L L) Q -3 L) L f T d d 0 L U r i F G, L�Et'5 C Ti -J Li 0 C'-5 C C C Cj t D i"0 t 1 ir1t E2 IT t _Call n'3 I I t t c3 .a V C, 1 /e f --� :D c)i ;�C- t ; 7) 1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-87--)5 Q E_ L a tr c o P-e j r E s:,�i,r V ci-c a L, -T, e o ci)-? e a C)r-:-i S C_ I sd;n?cl 1.i1,3L c,3s L v de E a t ie,J =,LLidv o '.i c a;--q c-- a a c,` T E, 7-e E., L I-) n N'Cl L 1. C 13 )C�C e'5='-Z. Ei s c ; r)ti � c E.i ev t I-!S C -1 U _' ;I l-J I 'J FD e' _V I r)I- t"J L I , i-) t I E-, I-) prpocI C,d t kq; QC)E1 l:_11 t J e i ,InI t:, o L �)I-) j c a!-e e(s t-a b I i 5 h e-_d o z_, ---s 1 ;1 r e'!C.e _� ! " T f e I--.CL c- -C, t Ir.'I. �,,i 111)i_)L 61 U 1 v,S. I Cj e Chi' I C)r-)E y y L TIC Ej I (J,i 1 d, c- 5s L, c-, & c:e cl cs (2 1i a c! u d 0 C_i. a i, I j I I'D"i,j f.) '.D j 1 ,--L, L 1:� IN d�, e I L)k: L U 3 t4 I" ;_1 t f-I In?I t_- 1,�j IQ t` I L Q Ue'-`I e L, L- L),_ k 3 1 L P ::i C I t e C t I I cj e j__� 1: 1 T-`-q., C]I :Dc-, _,E� f.2 D a e L a Z;L, 3 'D 'L I,T i Y L7,. I I L:A e 1 C2,_ I! T 0 C t a U-t � E:-V1_ L 0 i L.3 t I (D 1- f�,b S ' e go:)fSeigssQ? ionals, inc. I civilengineers - planners 6 surveyors 1170 Ellington Road (Route 30), South Windsor, CT 06074 0 (203) 291-8755 q ,?eofsign essionals, inc. `�� ` i+ ; . civil engineers • planners • surveyors .. LETTER OF TRANSMITTAL Marcia Banach 3/16 89 REGARDING: Admiral Moving & Storage PROD. NO. 88-287 WE ARE SENDING YOU: for your use x at your request for approval for your files for review and comment THE FOLLOWING: Two (3) sets three sheets 24" x 36" blueline showing revisions per Town comments. Also, copy of letter to Michael Gantick dated March 14th. Desi n Prrbfes i nals, Inc. By: Steven R. Colbath Project Engineer 1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-8755 Date: /2 i / �-) `) Raymond F. Hallowell, Chairman Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Chairman Hallowell: RE: Application #&`-J-o A Name Yh 1 ? z)0110�- The applicant, hereby requests a 65 day extension or the ction date wit, respect to the above referenced application. Very Truly Yours, ml i SO VIM SE9 William R. Lanning s Fire Chief SOR-CO Fire Marshal Fire Department March 23, 1989 Mr. Raymond Hallowell, Jr. , Chairman Planning and Zoning Commission 125 Valley View Drive South Windsor, Conn. 06074 Dear Mr. Hallowell : I have no problem with the proposed addition to the Self Store Warehouse at Admiral Moving Company on Ellington Road in South Windsor. Very truly yours, /iJyt William R. Lannin Chief 1175 Ellington Road •South Windsor, Connecticut 06074 •(203) 644-8547 i ■ � DELIVERED ,?esign HANDofessionals, inc. ■ civil engineers • planners • surveyors LETTER OF TRANSMITTAL ■ TO: Marcia Banach, Planning Director DATE: 4 8 TOM OF SOUTH WINDSOR K E U E I V E_ D 1540 Sullivan Avenue APR 4 1989 Soiith Windsor., CT 06074 SO. WINDSOR PLANNING DEPT. REGARDING: Admiral Moving & Storage PROD. NO. 88-278 Drainage Study WE ARE SENDING YOU: for your use X at your request for approval for your files for review and comment THE FOLLOWING: As requested by the Director of Public Works & the PZC here is a detailed drainage study for the Admiral Moving site on Ellington Road. Design ProfeAsionals, Inc. By: Steven R. Colbath Project Engineer 1170 Ellington Road (Route 30), South Windsor, CT 06074 (203) 291-8755 ADMIRAL SELF STOR 1 . Site plan application for a 30, 000 sq. ft. addition located at the northwest corner of the lot on the west side of Ellington Road, I zone. The building coverage is 46 . 6%; 50% allowed. They received ZBA approval on 9/l/88 to have 89 . 6% impervious coverage; 65% allowed. There is no additional parking proposed as the use is warehouse and there are no new employees . It appears that all other zoning requirements have been met. 2 . There are no regulated wetlands on the site. This application is pending before the conservation commission. 3 . The site is not wooded. There is no additional landscaping proposed for this application. (The construction will take place in the rear and there is really no room for any additional plantings . ) 4 . There are no new utilities i .e. water, sewer needed for the warehouse. 5 . There is no dumpster shown on the plans . Is there a need for one? 6 . The architecturals as shown are typical for what is already out there on the site. 7 . With respect to signs, the zoning enforcement/. recently talked with the applicant regarding the placement of large signs advertising tag sales . The applicant was cooperative in removing the signs . We want to reiterate at this time that are regulations provide no provisions for such signs to be posted. 8 . If approved the planning department requests the following modifications : a . iron pins be shown at all property corners y O wit r i [gtiA, l STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN (rev. 2/7/89) PROJECT APPL. NO. ENGINEER/ARCHITECT l��ti C �^ f�__, � _ PROJ. NO. c DWG. NO. DATE REV. DATE f SUBMIT MYLARS OF SHEETS . . . �1 . Prior to commencement of any site work, a meeting must be held with Town Staff . ,0 2 . No building permits will be issued until the final mylars have been filed in the Town Clerk' s Office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of i V 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations . &A 5 . Footing drains are required if the building has a basement: 6 . A landscape bond in the amount of $ is required and must be submitted prior to filing of mylars . �. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. Black and white transparent mylars of Sheets # with the above modifications , together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days . After filing these plans , a copy of the receipt must be submitted to the Planning Department. I, 6SOR-0) 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 April 19, 1989 Admiral Moving & Storage, Inc. 420 Ellington Road South Windsor, CT 06074 RE: Application #89-08P - Admiral Moving & Storage, Inc. Dear Madam/Sir: At the April 17 , 1989 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications an IWA/CC permit for the construction of an addition located on the easterly side of Ellington Road and southerly side of Chapel Road, I zone. The approval is based upon plans prepared by Design Professionals, Inc . , 1170 Ellington Road, South Windsor, dated 12/6/88 . The following modifications must be adhered to for this permit to be valid: 1 . Black and white transparent mylars of sheets # 3 of 4 with the above modifications and this letter reproduced thereon together with two blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of approval prior to any construction activity on the site. 2 . Construction activities shall be subject to the approval of the Town Engineer. 3 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . We recommend a bond in the amount of $4,000 to be submitted to Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures . 5 . The permit is valid for one year and shall expire on April 25, 1990 . 6 . All approvals required must be obtained and submitted prior to any activity on the site. 7 . A contact person shall be identified directly on the plans. 8 . Consider alternate means of stabilization behind building because grass may not survive in that location. 9 . Show stockpile on the plans if one is necessary. 10 . Verification of the detention basin capacity should be provided to the Engineering Department. Very truly yours, John M. Moran, Jr. , Chairman ✓ Inland Wetlands Agency/ Conservation Commission JMMJr. /pmm Enclosure cc: Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning John R. Collins, Chief Building Official A. Bowen Davies, Deputy Town Engineer Raymond Hallowell, Chairman, Planning & Zoning Design Professionals, 1170 Ellington Road, S.W. OSOR-Cco Tam �slo� �v 21540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 27 April 1989 Mr. Robert Milkie Admiral Moving and Storage, Inc. 420 Ellington Road South Windsor, CT 06074 re: Appl . #89-08P, Admiral Moving & Storage Site Plan 420 Ellington Road Gentlemen: We are pleased to advise that the Planning and Zoning Commission voted on April 25, 1989 to approve the above-referenced application for a site plan of development in accordance with drawing #1 (undated) , #2 ( 12-6-89 no revisions) , and #3 (12-6-89 rev. 3-14-89) prepared by Design Professionals, Inc. , Project No. 88-287 , and with the following modifications: 1 . Prior to commencement of any site work, a meeting must be held with Town Staff . 2 . No building permits will be issued until the final mylars have been filed in the Town Clerk' s Office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $4,000 . 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations . 5 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6 . Iron pins are to be placed at all property corners . 7 . Size and type of pipe used for the roof leader should be shown on the plan. 8 . Details for the pavement should be shown on the plan. Black and white transparent mylars of Sheet #2 with the above modifications; together with three blueprint copies of the entire Mr. Robert Milkie -2- 27 April 1989 set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will b returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, P NING AND ZONING COMMISSION Raymond F. Hallowell, Jr. Chairman cc: J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control J. Collins, Chief Building Official E. Belleville, Assessor W. Lanning, Fire Marshal M. Banach, Planning Director Registrar of Voters Inland Wetlands Agency/Conservation Commission //PZC File Engineer Applicant 10 8 f,C O-P slo� ?dli� s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•coN��v AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, APR. 29 , 1989 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its Apr. 25, 1989 meeting, the Planning and Zoning Commission voted to take the following action: 1 . Approve, with modifications, Appl. #88-53P, Dart Hill Realty, Inc. , for Phase I ( 20 lots plus 1 parcel) of an Open Space Subdivision on 109 . 5 acres of property on the north side of Dart Hill Road, west side of Lawrence Road, east side of Neiderwerfer Road, and southeasterly side of Ellington Road, RR Zone. 2 . Approve, with modifications, Appl . #88-92P, G & R Realty c/o P .A.L. Investment Group for a 13-lot plus 3-parcel Resubdivision of property known as Nutmeg Resubdivision at Nutmeg and South Satellite Road, I Zone. 3 . Approve, with modifications, Appl . #89-07P, JFI Lots 9 & 10, Site Plan, 20 Commerce Way, I Zone. _ 4 . Approve, with modifications, Appl . #89-08P, Admiral Moving & Storage, Inc. , Site Plan, 420 Ellington Road, I Zone. 5 . Deny Appl . #89-09P, Burnham Business Park Associates, proposed amendment to Sections 4 . 7 . 2 . 8, 5 . 2, 8 . 3 , and 8 .4 of the Zoning Regulations . 6 . Approve, with modifications, Appl. #89-10P, John Samsel, Jr. , Terry Office Park Site Plan and Subdivision, property west of Buckland Road, south of Ellington Road, RC Zone. Dated at South Windsor, Connecticut this 26th day of April, 1989 . PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary •BENDER: Complete Items 1 and 2 when additional services are desired, and complete Items 3 and 4. Put your address in the "RETURN TO" Space on the reverse side. Failure to do this will prevent this card from being returned to you. The return receipt fee will Provide you the name of the person delivered to and the date of dellvjr . For additional fees the following services are available.Consult postmaster for fees and check box(es)for additional service(o) requested. 1. ❑ Show to whom delivered,date,and addressee's address. 2. ❑ Restricted Delivery f(Extra charge)f f(Extra charge)f 3. Article Addressed to: Yrticle Number /RO j3EPe7- 6:.S AP AI /R-19 L M O✓l N L7 Type of Service: �// ❑ Istered El Insured 'T-2,0 (i L L A)6-7 T'O I-' tZ..3) rtified ❑ COD [.� ❑ Express Mail �70 w(10 J� 5 f11:� `or U / Always obtain signature of addressee t or agent and DATE DELIVERED. X Si r re )AMe �rO 8. Addressee's Address(ONLY if requested and fee paid) FL 6. Signature—Agent Vo X 7. Date of Delivery �0 PS Form 3811, Mar.1987 • . . .1ee7-17a M DOMESTIC RETURN RECEIPT u7 <4 m -Y� 'i` w ruEr 'z k Ln .N ru ► n ' J a � L <t CC, Ike, 10,0 af4 y Town o-Ye SouA V&U&ot O � V �Q 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 R-0) AREA CODE 203/644-2511 March 22, 1990 Admiral Moving & Storage, Inc. 420 Ellington Road South Windsor, CT 06074 Dear Madam/Sir: Re: Application 89-08P At the March 19, 1990 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a one year extension of Application #89-08P with all original conditions. Application #89-08P becomes effective April 25, 1990 and expires on April 25, 1991 . Very truly yours, Me A. Lombardi, Chairman nland Wetlands Agency/ Conservation Commission JAI,/pmm cc:John E. McCahill, Zoning/Wetlands Enforcement Officer Marcia A. Banach, Director of Planning John R. Collins, Chief Building Official Planning & Zoning Commission Jerry Iazzetta, Town Engineer Enclosure 10on 8.4 7.0-wn O-PSoaA �v s �C� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 soe•c0 AREA CODE 203/644-2511 April 9 , 1991 Admiral Moving & Storage, Inc . 420 Ellington Road South Windsor, CT 06074 Dear Madam/Sir: Re: Application #89-08P, Addition At the April 8 , 1991 meeting, the Inland Wetlands Agency/Conservation Commission approved with original and standard conditions Application #89-08P - conservation plan approval for the construction of an addition located at 420 Ellington Road, I zone; as shown on plans prepared by Design Professionals, Inc . , Job #88-287 , dated December 6 , 1989 as revised. 1 . Two blueprint copies of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission . This must be completed within 65 days of approval prior to any construction activity on the site. 2 . Construction activities shall be subject to the approval of the Town Engineer. 3 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . The permit is valid for one year and shall expire on April 25 , 1992 . 5 . All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact person shall be identified directly on the plans . 7 . All original approval conditions shall apply to this approval per approval letter dated April 19 , 1989 . Admiral Moving & Storage, Inc Page Two April 9 , 1991 Application #89-08P Very truly yours, Elizabeth A. Warren, Chairman Inland Wetlands Agency/ Conservation Commission EAW/pmm cc: Jerry C. Iazzetta, Town Engineer Marcia A.Banach, Director of Planning Planning & Zoning Commission E Ole soa& ?&U&ot s ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 gpR,CpP AREA CODE 203 644-2511 March 12, 1992 Admiral Moving & Storage Company 420 Ellington Road South Windsor, CT 06074 Dear Madam/Sir: Re: Application #89-08P, building addition At the March 9, 1992 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of Application #89-08P with all original and standard conditions. Application #89-08P expires on April 23, 1995. Very truly yours, Elize eth A. Warren, Chairman / Inland Wetlands Agency/ Conservation Commission EAW/pmm Planning & Zoning Commission Town Engineer tow" srq 0S a 2z)&U&0t o � � u 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 4f�osoR.co � AREA CODE 203/644-2511 June 20, 1994 CERTIFIED MAIL Robert Milkie, President Admiral Moving & Storage, Inc. 420 Ellington Road South Windsor, Ct 06074 Dear Mr. Milkie: Re: "Tag Sales" at 420 Ellington Road We are pleased to advise you that the Planning & Zoning Commission voted on June 7, 1994 to approve your request for "tag sales " to dispose of unclaimed stored items with the following conditions : 1 . Maximum 20% of floor area may be used. 2 . No outside storage of items . 3 . "Tag Sales" are to be held only at the Ellington Road site. 4 . Only items stored at South Windsor locations can be sold at the "tag sales" . S . Signage design must be brought back to the Planning & Zoning Commission for approval . 6 . Parking spaces must be designated for tag sale customers . 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