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HomeMy WebLinkAboutCLAY EXCAVATION TOWN OF SOUTH -WINDSOR PLANNING AND ZONING COMMISSION The Commission will of icially receive applications Application No . at either Special or RI gular meetings provided they Received Date : were submitted to the ommission Chairperson, Secretary Action or Public Hearing by: or agent, at least fou teen (14) days prior to the meeting at which they ill be officially receiv d. No application officia ly received at a Special Meeting Receipt No. will be acted upon at that meeting. i APPLICANT: AMVAS CORPORATION, c/o William E. Grace, E . ADDRESS : 25 Oakland Road, South Windsor CT 06074 Tj7,LEPHONE 644-1528 OWNER OF RECORD ON LAND RECORDS : John Schweir Sons, I c. ADDRESS : 89 Sullivan Avenue, South Windsor CT 06074 COMPLETE LOCATION OF PROPERTY: Sullivan Avenue, South Windsor CT (See copy of Attached Map) ONE I OF PERSON TO WHO NAME, ADDRESS & TELEPHONE NUMBERM INQUIRIES SHOULD BE Windsor DIRECTED . William E. Grace, Esq. , 25 Oakland Road, , Sou h W in CT 06074 TELEPHONE 644-1528 THIS APPLICATION IS FOR: (CHECK ONE OF THE FOLLOWING) 1 . Zone Change to (public hearing required) 2 . Filing for Subdivision 3 . Filing for Open Space Subdivision (publ'Iic hearing required) . 4. Filing for Resubdivision (public hearini required) x X 5 . Special Exception to Article 4 .7.'. 2.8 �P) 1 V! r'T ed) X 6 . Site Plan of Developmentwx X 7 . Removal of RFD: XXN�, Clay o x OER�� xx E;zo u ire d �`�N) hearing required) 53,,E• , 010 8 . Other (explain in detail) 4� THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED WITH 6 SETS OF PLANS (7 sets if publicl',hearing is required) BEFORE IT IS RECEIVED BY THE PLANNING & ZONING CO*MI81SION. V CORP02PIOT0 By: lVeA� - EW Applicant Owner William E. Grace John Schwe r Sons, Inc . Its Attorney By: William E. Grace 12/84 PLANNING AND ZONING COMMISSION TOWN OF SOUTH WINDSOR Fee Schedule and Policv 1. An application processing fee of $25 per lot ($50 minimum) is required for: Subdivisions,. resubdivisions, and open space subdivisions. 2. An application processing fee of $50 is required for: Change of Zone, Zoning Amendment, Special Exception, and Earth Removal or Land Filling Operations. 3. An application processing fee of $25 is required for Site Development Plans, except: where new buildings/additions/renovations of 2,000 s. f. or more are proposed, said fee shall be $50; said fee shall be $500 for Site Development Plans in the Designed Commercial Zone; $50 plus $5 per dwelling unit for Adult Housing ($500 minimum) . 4. An application processing fee of $10 per acre ($300 minimum) is required for a Change of Zone/General Plan of Development in the Designed Commercial Zone. 5. An application processing fee of $100 is required for a Change of Zone/ General Plan of Development in the Multi-Family or DA-15 Residential zones; or for a Special Exception/General Plan of Development for Adult Housing. , 6. An application processing fee of $50 plus $5 per dwelling unit is required for a Special Exception/Site Plan of Development in the Multi- Family or DA-15 Residential zones ($500.00 minimum). 7. Application processing fees are non-refundable after the application has been officially received by the Commission. Application processing fees may be returned prior to the application' s official reception provided a letter of withdrawal, signed by the applicant, has been submitted to the Commission prior to the meeting at which said applica- tion is scheduled to be officially received. 8. Applications unaccompanied by the required application processing fee are incomplete, and as such may be returned to the applicant and removed from the Commission's agenda. 9. Complete applications and required fees shall be submitted at least fourteen (14) calendar days prior to the Regular or Special Meeting at which it will be re(zeived. 10. Fees for a previously denied application shall not apply to any subsequent application. However, when a subdivision, resubdivision, or open space subdivision application has been denied within the preceding 12 months or approved for fewer lots than requested, and a new application for the subject tract is submitted by the same appli- cant, then the fee for the new application shall be a minimum of $50 plus $25 for each lot above and beyond the number of lots contained in the earlier application. 11. A fee of $5 per sign is required for signs to be posted by the applicant on the subject property. 12. Other Fees: Subdivision Regulations - $3.00; Zoning Regulations - $4.00; Zoning Map $1.00; fees for other documents is as determined by the Commission. 13. All checks shall be made payable to "Town of South Windsor." Adopted: 4/10/84 Revised: 12/4/84 o �y PATTERSON, CASEY, HALPERN, GRACE & DOMSR J SKI, P.C. ATTORNEYS AT LAW 25 OAKLANO ROAD SOUTH WINDSOR,CONNECTICUT 06074 (203)644-1526 RICHARO G.PATTERSON 165 SILAS DEANE HIGHWAY JOHN M.CASEY WETHERSFIELD,CT 06109 KENNETH S.HALPERN [203]563-2634 WILLIAM E.GRACE JOHN W.DOMBROWSKI,JR. NANCE KRISCENSKI CASTILLO January 16, 1985 Mr. Peter DeMaille South Windsor Town Hall 1540 Sullivan Avenue South Windsor CT 06074 RE: Amvas Corporation Dear Mr. DeMaille: This letter will serve as confirmation of the meeting scheduled for 11: 00 a.m. on Thursday, January 24,, 1985 in your office with respect to Amvas Corporation. In addition, another meeting has been scheduled at 9: 00 a.m. on Wednesday, January 30, 1985 in the office of Mr. O' Neill, at which time we will be discussing the site plan for Amvas Corporation 's proposed facility. Very truly yours, UAk4ze" 0 Cf William E. Grace WEG:mgs - TABLE OF CONTENTS 1. Submittal Letter '- 2. Land Owners and Addresses 3. Traffic Statement 4. Borings 5. Storm Drainage Computation' ti FUSS&O'NEILL consulting engineers February 12• 1985 r Atty. William Grace 25 Oakland Road South Windsor, CT 06074 Dear Atty. Grace: We are pleased to submit to you the attached mat' rial pertinent to the AMVAS Corporation's applications. 24" X 36" Plan Sheets 11 sets of 7 site plan drawings and 3 architectulial drawings 3 sets of 7 site plan drawings 8 1/2" X 11" bound reports 14 sets which include a) The names and addresses of abutting property! owners r b) Traffic statement c) Soils boring logs d) Storm drainage computations The attached data is mean' t to supplement and su port each other in complying with the appropriate South Windsor regulations. Very truly yours, • r • William D. O'Neill , P.E. Kenneth J. Pud er, P.E. WDO/ldb r 210 MAIN STREET / MANCH ESTER. CONN. 06040 / TE EPHONE (203)646 2469 SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS*EROSION CONTROL*WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS SITE PLANNING HIGHWAYS and BRIDGES•SURVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC•PUBLIC WORKS MANAGEMENT.HYDROGEOLOGY AMVAS CORPORATION SULLIVAN AVENUE SOUIH WINDSOR, CT LAND OWNER Tax Map No. Property Owners iling Address 63-3 John Schweir Sons, Inc. 8 Sullivan Avenue Sullivan Avenue uth Windsor, CT 06074 South Windsor, CT 63-7 See 63-3 ABUTTING OWNERS Tax Map No. Property Owners TilingAddress 63-4 Gulf & Western Industries, Inc. P 0. Box 10214 405 Sullivan Avenue High Ridge Park South Windsor, CT S arnford, Cr 06904 63-5 See 63-4 Sch weir Road 63-6 See 63-4 Schweir Road 53-2 Sperry Wood Corporation 2 Walbridge Road Sullivan Avenue Mst Hartford, CT 06119 South Windsor, CT . Y 725 Lashetski Stanley & Staib 1 69 Main Street Josephine F. Rmth Windsor, CT 06074 West Road (Rear) South Windsor, CT 72-6 Krivickas, Albert D. 10.5 West Road 165 West Road Rmth Windsor, CT 06074 South Windsor, Cr Stozus Helen & Setsk 1 7 Troy Road 72 7 . Y• Y Albert J. Trustees South Windsor, CT 06074 210 West Road _ South Windsor, CT 72 23 Industronics Inc. P O. Box 101 489 Sullivan Avenue uth Windsor, Cr 06074 -- South Windsor, CT Tax Map No. Property Owners b iling Address '- 72-25 Same as 72-23 72-16 Same as 72-23• 73-1 Jostal Corporation, The c o Valerie Corp. 472 Sullivan Avenue nnecticut Avenue South Windsor, CT rwalk, CT 63-21 Schweir, John Sons Inc. 89 Sullivan Avenue Sullivan Avenue uth Windsor, CT 06074 South Windsor, CT 63-19 Woodcock, John J. Jr. 341 Wbodcock Drive 394 Sullivan Avenue South Windsor, CT 06074 ` South Windsor, CT _ 63-20 See 63-19 45 Kennedy Road 63 p-18 Guinan P. h & 2 6 South Main Street Jose Katherine Gudznas rehouse Point, CT 06088 348 Sullivan Avenue South Windsor So , CT 63-2 J.R.D. Realty 481 Sullivan Avenue 473 Sullivan Avenue South Windsor, CT 06074 South Windsor, CT OTHER OWNERS WITHIN 500' Tax Map No. Property Owners iling Address 63-12 Srubas, Theodore F. 1605 Matianuck Avenue Sullivan Avenue W ndsor, CT 06095 South Windsor, CT 63-11 See 63-12 63-10 See 63-12 Schweir Road 63-9 See 63-12 Schweir Imad 9 63-8 Econanos, Michael G. 41 Schweir lead 46 Schweir Road Rmth Windsor, CT 06074 South Windsor, CT 5210 K Company, -F Brick Goan an Inc. 4st O. Box 375 John Fitch Blvd. Windsor, CT 06028 South Windsor, CT 72-3 Goldszmidt, Aleksander 118 Russ Street West Road H rtford, CT South Windsor, CT 63-1 Same as 63-2 481 Sullivan Avenue 73-2 Same as 73-1 488 Sullivan Avenue 73-3 Same as 73-1 63-16 Cassarino, Salvatore P. & 22 Chapel Road Linda F. uth Windsor, CT 06074 330 Sullivan Avenue South Windsor, CT 06074 a TRAFFIC STATEMENT AMVAS CORPORATION SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT Proposed Building Size: 48,000 square feet Number of Employees: 32 Maximum number for one shift: 28 Amount of Generated Traffic* : Morning Peak Hour Eve in— (7-8 am) g Peak Hour (4-5 pm) 32 trips/hr j2 trips/hr Truck Traffic 4 Trips/Day Average Daily Traffic 90 Trips/Day Existing Traffic** : Sullivan Avenue (west of Troy Road) : MorningPeak Hour Eve in Peak Hour Evening (7-8 am) 1( 4-5 pm) 962 vehicles hr / 1070 vehicles/hr Average Daily Traffic 10,r800 Vehicles/Day Concluding Statement: The amount of Traffic generated by the proposed evelopment should not have a significant impact on the existing roadway network. * These figures were generated assuming that al ' employees drive to and from work each day and that one third of the employees go out to lunch. Therefore these figures are conservative. ** These figures were obtained from traffic recorder counts conducted by the Connecticut Department of Transportation in 1983. FUSS&O'NEILL 84-420 Cunial Schatz, Schatz, Ribicoff & Kotkin Summary of Test Borings 1/23/85 - 1/24/85 In order to characterize the unconsolidated sedilaents at the site a total of 9 test borings were conducted. Drilling was accomplished by Clarence Welti and Associates us ng a track-mounted rotary drill rig. Holes were adva ce by hollow stem -- auger or washed with rods leaving an open hole. I Samples were obtained by split-spoon. Generally, the site consists of medium to very f'ne sand varying ' in thickness from 4 to 14. 5 feet underlain by th ck clay deposits. The clay tends to be somewhat silty for the firs 5 to 15 feet and then becomes homogeneous and very malleable. Th sand unit appears to be well drained over much of the area', with the greatest saturated thicknesses occurring along the easterb portions of the site. No more than 7 feet of saturated sand wasiobserved at any of the test boring locations. R.S. Potterton, Jr. - Proposed Clay Pit CLARENCE WELTI ASSOC.,INC. Sullivan Ave! South-Windsor �� _ - P.O.BOX 397 BORING LOG" GLASTONBURY, CONN.06033 CLi NT FUSS & O'NEILL BORING NO. B-1 BORING NO. LINE & STA. LINE & STA OFFSET OFFSET GR. ELEV. GR. ELEV. BLOW01 BLOWS A STRATUM DESCRIPTION PER B A STRATUM DESCRIPTION PER B -` 2-3-4 sand tr.silt bs.fine-crs.sand Lred .clay gr.silt with clay 6-11-11 4-5-4 layers gr.clay 3-3-4 BOTTOMIOF BORING 51. WATER T 4' @ 0 hrs. 1-2-3 DRILL : URSIN 2-3-3 2-2-3 2-2-3 2-3-4 40.0 red/br.ciay 2-3-3 • 1. COL. A strata depth Trio Printsn N 114 2. COL. B 3. HAMMER= 1401; FALL 30" AND - 40 to 50% 4. SAMPLER= O.D. SPLIT SPOON F-CE E - 10 to 40% 5. GWT= GROUND WATER - 0 to 10% CLARENCE WELTI ASSOC., INC. �� �� Sullivan Ane.; South Windsor P.0.80X _ �7 BORING LOG � GLASTONBURY, CONN.06033 CL ENT FUSS O'NEILL BORING NO. B-2 BORING N0: B-3 LINE & STA. i LINE STA OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS I BLOWS A STRATUM DESCRIPTION PER_fi" B A STRATUM ��DESCRIPTION PER_b_ B br.fine-crs.sand br.fi e-crs.sand auger red/br.fine-crs.sand • r ome mal gr.fine-crs.sand 7-13-19 clay layers 10-16-16 5-4-5 BOTTOW OF BORING 6.5 gr.clay WATER T 3.5' @ 0 hrs. 16.5 4-5-4 DATE: ;/22/85 DRILLER: LW IN BOTTOM OF BORING 16. 5 WATER AT 7.5' @ 0 hr . DATE: 1/22/85 DRILLER: URSIN 1. COL. A strata depth Trio Printers N 1127 2. COL. d 3. HAMMER= 1401; FALL 301 AN h - 40 to 509E 4. SAMPLER=_____O.D. SPLIT SPOON SO E - 10 to 40% 5. GWT= GROUND WATER E - 0 to 10% CLARENCE WELTI ASSOC.,INC. Oj. Sullivan Ave.;South Windsor P.0.80X 397 "'BORING �� l.OG GLASTONBURY, CONN. 06033 C IENT FUSS b O'NEILL BORING NO. B-4 BORING No, B-5 LINE b STA. LINE & STA. OFFSET OFFSET GR. ELEV. OR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PERK B A STR TUM DESCRIPTION PER 6" B ._ r r. ne-crs. 1.0 br.s ty tMsoil • sand,some silt auger br.fi a-crs sand, fed/br.fine-crs. tr.s t au er sand,tr.fine-med. 23-26-14 6.0 gr br fine-med. - — gr.cl,ay with some sand, 12-14 ome silt layers of fine sand 2-2-4 5-13-14 14.5 2-2-3 16.5 gr.cl y 1 - - 2 r.cia -3-2 BOTTOP OF BORING 16. 5 WATER AT 4' @ 0 hrs. BOTTOM OF BORING 21.5 DATE: /23/85 WATER AT 8' @ 0 hrs. DRILL : URSIN DATE: ii23/65 '— DRILLER: URSIN E 1. COL. A strata depth Tri Printers N 1127 2. COL. d 3. HAMMER= 1401; FALL 30" A D - 40 to 50% 4. SAMPLER= O.D. SPLIT SPOON SO E - 10 to 40% 5. GWT= GROUND WATER TR CE - 0 to 1096 CLARENCE WELTI ASSOC.,INC. Sullivan Ave. ;South Windsor - P.0.80X397 "BORING LOG" GLASTONBURY, CONN.06033 C ENT FUSS b O'NEILL BORING NO. B-6 BORING NO� B-7 LINE b STA. LINE b STA OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER-'! B A STR TUM DESCRIPTION PER 6" B I.0 silty topsoil r b:- fifi-e-crs. r. ine-crs.san , auger 2.0sand 0 silt tr.fine gravel auger 4.U ' 4.0 br•fi e-crs.sand r r ne-me .san , br.fine-med.sand, 7-9-10 6.0 some silt 7-7-6 tr.silt gr.si ty c;ay 15-23-27 2-2-3 3 15.0 . 25-13-15 r.cl 3-2-3 gr.clay 3-2-2 BOTTOM OF BORING 16. 5 WATER AT 4' @ 0 hrs BOTTOM OF BORING 21. WATER AT 4' @ 0 hrs. DATE. /22/85 DRILL : URSIN DRILLER: URSIN 1. COI. A strata depth Trio Printers K 1127 2. COL. d 3. HAMMER = 1401; FALL 30" AN - 40 to 50% 4. SAMPLER= O.D. SPLIT SPOON SO E - 10 to 40% 5. GWT= GROUND WATER TR E - 0 to 10% CLARENCE WELTI ASSOC.,INC. Sullivan Ave. ;South Windsor P.O.Box N7 "'BORING LOG" -- GLASTONBURY, CONN.06033 CLI NT FUSS & O'NEILL BORING NO. B-8 BORING N0. B-9 LINE & STA. LINE b STA.' OFFSET OFFSET GR. ELEV. GR. ELEV. BLOWS BLOWS A STRATUM DESCRIPTION PER_.6 1 B A STRA UM DESCRIPTION PER 6" B I.U_. ** drk.br sit 'topsoil br.fine--crs.sand, tr.crs.gravej auger san , augur • some silt some silt 12--16-17 gr/br.silt 5-4-5 8.0 layers 2-2-22-2,2 **drk.br.fine-crs. **br.f ne-crs.sand, tr.fini gravel BOTTOM OF BORING 11. 5 WATER AT It' @ 0 hrs. BOTTOM F BORING 11. 5 DATE: 1/22/85 NO WATER @ 0 hrs. DRILLER: URSIN DATE: 22 85 DRILL EA: URSIN strata depth 1. COL. A TO PrIntem N 1127 2. COL. B 3. HAMMER= 140/; FALL 30" AN _ 40 to 50% 4. SAMPLER=_O.D. SPLIT SPOON SO E - 10 to 40% 5. GWT= GROUND WATER TRA E - 0 to 10% - STORM DRAINAGE COMPUTATIONS • PARKING LOT AND STORAGE AREA AMVAS CORP. SULLIVAN AVENUE SOUTH WINDSOR, CT FEBRUARY, 1985 FUSS & O'NEILL, INC. 210 MAIN STREET MANCHESTER, CT 06040 r10 FUSS&O NEILL PREPARED DATE CHECKED DATE PROJECT N, consulting engineers BY BY SUBJECT: S 7-0 R Al D R/ /A/A GF SHEET NO. 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SHEET NO. 3 of AREA TO INLET NO 7*-' 3 TYPE C'7/1 ' LOCATION A101-44 5,G1e 1'�a " STA. OFFSET o .{/p.� �`� or /3a;l'l kl �v I` _xoC Area @ Coef. ' X 57o = , 3 70 . 3 7D X. 9' . 3 3 Al = •3 3�' Q-rcr5'5 Area @ Coef. Z AI = . 0/C7 Area @ Coef. AI = Area Coef. — AI = SUM OF AI TOTAL AI 3 TIME OF CONCENTRATION OVERLAND: L 2D ,AH=( 7 )_ g= 3s %, T= Cl � min (Seelye) CHANNEL: L� _ / J`O ,AH=( T= min (Kirpich) SUM OF T ,j R(7 )= L/. R( 2�)= FLOW: Q - AIR EROSION CONTROL Q2 CHANNEL SHAPE - GRADE = - TEMPORARY LINING = PERMANENT LINING = Prep. By l�� I PROJECT NO Date_ °��/�!S � Fuss&0NEI L "Check By 0 � _ - - Date Consulting enginee.,rs SHEET NO. - - of AREA TO INLET NO TYPE ofF, aQ [_y __ LOCATION 7 e f 01-,tee'STA. OFFSET — �a'vlss•♦--• r Area e Coef. q x /0 8� AI � w s Area @ Coef. ZzSe •Z 3�O )r 3 S-O /y��a o = 2, �7/ ;? s 7/x, Z = , S` Y AI wr' Area Coef. yO/7'X.q— , 36 Z AI = - 36Z Area g Coef. U AI = . SUM OF AI TOTAL AI 7 TIME OF CONCENTRATION ' $.r¢t �'r7`� - /= OVERLAND: L = .Sao ,OH=( g=,y T= min • (Seelye) CHANNEL: L = ,AH=( )_ , T= min (Ki rpic h) ----- SUM OF T R( Z )_ �.5� R(2�')_ - FLOW: Q - AIR ' EROSION CONTROL Q2 ?.y 6 CHANNEL SHAPE = Gla 1'G,�ss )A / GRAD: _ • �0 / TEMPORARY LINING PERMANENT LINING �� �r�'s,"�'ti �a•fr/`d� G,�-� q Prep Y. B - - I PROJECT NO. Q�Date 1/7-ilrl FUSS&O"N EI t.. gG1 q.2C) Mir 'Check By � CO�ISI.Jltln ine rS Date 9 e SHEET NO. of AREA TO INLET NO TYPE 7' e LOCATION EQ•ST 5;11� o� �r'V TA. OFFSET Area e Coef. • -1/0 xI-1e#2 s6a = . a3 � , 03 � x. �' = . G 3 AI = Area @ Coef.ol Z ��j336o .FS5-U , oS'OX � ,oD AI = Area Coef. —) AI = Area L Coef. AI = SUM OF AI TOTAL AI = 0 Z TIME OF CONCENTRATION ' OVERLAND: L = /Ol> ,AH=( )_ , g= 7 o x, T=� min (Seelye) CHANNEL.: L = T=' min _. (Kirpich) use SUM OF T R( Z )= q / R(� �)= 7 5 FLOW: Q a AIR �►�' Q(�y� _ O EROSION CONTROL Q2 CHANNEL SHAPE N av GRADE i TEMPORARY LINING = — PERXANENT LINING = Prep. By , PROJECT NO Date Check B �/fs FUSS&O" EI L �L� Gy� _ Y Date consulting engineers SHEET NO. 6 of AREA TO INLET NO TYPE LOCATION CQ gT o� &`,fC'147STA. OFFSET Area e Coef. AI 3 y1' Area a Coef. AI = Area Coef. AI = Area a Coef. Al = SUM OF AI = TOTAL AI = �3 TIME OF CONCENTRATION OVERLAND: L = ,OH=( )_ , g= min (Seelye) CHANNEL: L = /06 ,AH=( min (Kirpich) SUM OF T = ' R( FLOW: Q - AIR EROSION CONTROL Q2 CHANNEL SHAPE _ •rh-F- GRADE TEMPORARY LINING a A/ r+ PER'•LANENT LINING - �. Prep. By � PROJECT NO. Date 2 5L �USS&®� I�.. 0 Check By Date consulting e 1ne0r SHEET NO. of AREA TO INLET NO TYPE C- L C",3 � r LOCATION 5, ` Col'�/�/� �f SvA. ./ N OFFSE �c"T Sd Sa" �` A!//,if Area @ Coef. 13 0 560 N AI Area @ Coef. Al = Area Coef. AI = Area @ Coef. AI = SUM OF AI TOTAL AIM 3 TIME OF CONCENTRATION OVERLAND: L = ,AH=( )_ , 9= T= min (Seelye) CHANNEL: L = ,d y ,0H=( ��S )_ , T= min (Kirpich) A' SUM OFT R{ R{ �= 7• FLOW: Q - AIR �. Q( _ 6 6 2. ;7 �7�5 T EROSION CONTROL Q2 = CHANNEL SHAPE _ IVI IJ 4 ' GRADE TEMPORARY LINING = v-0 ,^ PER'-',ANENT LINING = r , -- Prep. By }�-�- Dat PROJECT NO. Check By Fuss&of a Date consulting erg ne r SHEET NO. AREA TO INLET NO 7 _ - g of TYPE I _ LOCATION s' O f STA. YA�r`ea Coef. OFFSET 6 8'3X 4(/s,. _ AI Area @ Coef. '- AI = Area @ Coef. Al = Area 9 Coef. = SUM OF AI TOTAL AI Al TIME OF CONCENTRATION OVERLAND: L = (Seelye) ,�H=( )__. 8 min CHANNEL: L = (Kirpich) -' T min SUM OF T R( )= y R( )= 7 FLOW: Q AIR EROSION CONTROL l Q2 = CHANNEL SHAPE GRADE TEMPORARY LINING = • P ER-%IAN EDIT LINING =V LI. I Prep. By Dat PROJECT NO. �/-3 r g 5; Check By FUSS&OO ti I L _.. Dat COf1SUlting engl G t"S I SHEET NO. , - of I ._ AREA TO INLET NO TYPE C LOCATION RPM w� --/G Area @ Coef. . 2. AI Area @ Coef. Al = Area @ Coef. ` AI = Area 8 Coef. -- _ Al = SUM OF Al TOTAL AI = � � / TIME OF CONCENTRATION /VD L OVERLAND: �Ov (Seelye) '�H ( ) 8= min CHANNEL: L ,AH=( )_ , min (Kirpich) SUM OF T = � � R( 2 )_ ( R(���)_ G FLOW: Q AIR Q( _ �, p y c fs EROSION CONTROL ' ( ' Q2 �� 7� CHANNEL SHAPE = GRADE TEMPORARY LINING = PERMANENT LINING = i 30 FUSS&OWEILL PREPARED DATE CH C ED DATE PROJECT NI consulting engineers BY Y SUBJECT: SHEET NO. of Fr 0 �73 --'- ---------- ---- - -- ---- p�� -� ---- --- -r t r t y, 10 'AIT r - /4 ,000,0 r ` �4 jam_•`-'_Y-- - _�-__ '_--I- __t-- -_-- - r -. _-_} -t--+- - - --.Y-- _'-'--__-_--_1.__- 2 FUSS&O'NEILL PREPARED DATE CHECKED DATE PROJECT N( consulting engineers , L BY Y SUBJECT: SHEET NO. of Re -- - - - -- -- --— - -- - _ -. - - -- - - - S� - ---- i I s O _Ore. o d- -� — c f s z-�---- ---- - --- , - ---- - - - - ---- -- -------�----r---�-- �-----------fit-�--�- -- ------,--•-- - - •---- ----- --- --• - ,- - - --- •---• ---1 --`- •-- •- -{ I 1 i v0 w Line Segment Time to Inlet w W � \ Time in Pipe _ w `� Accumulated Time — y ^. •� AI Entering —' `a► N w Catch Basin `'V Iv N — o N y w Sum of AI in System `0tvCn %1 vl ti y Rainfall Intensity- 0 in System Cn 0 � — K Pipe Size r 0 Q V Length of Pipe p� o� �*► \A, Slope •�Q � 1i e� Average Velocity Full Capacity Headwater Inlet Control Headwater Outlet Control fN , ns�� uoaS30 U3M3S M01.S - � ��:o4 l� _ r FUSS&O'NEILL PREPARED DATE HE KE.D DATE PROJECT NC ,7 consulting engineers BY B SUBJECT: ff 1-e SHEET NO. �ro T /3 of ex - ----i-- -- • v - --- - _ ty -- - -- - — %4 O ---r --- - - -- - -- --_- y- - - 1� �/ I - 1 _ - - - -- - ---- --- - -___- _-------- -_ - r - --- - _ - - r Taw 0-le sio� C � w� 1540 SULLIVAN AVENUE • SOUTH WINDS R. C N . 06074 ��dsoR•co�'� AREA CODE 203/ 44-2511 March 7 , 1985 Mr. Kenneth J. Pudeler Fuss & O' Neill 210 Main Street Manchester, CT 06040 d RE: AMVAS CORPORATION SULLIVAN AVENUE, SOUTH WINDSOR Dear Mr. Pudeler : I have reviewed the plans submitted for the proposed A14VAS Corporation project on Sullivan Avenue, and I am satis ied that the Sullivan Avenue sanitary sewer has sufficient capacity to service this facility. It is my understanding that the maximum total flow of anitary wastewater will be 800 gallons per day , and there will be no process water discharged to the sewers . Very truly yours , C. F. Shaw, Superintendent Bureau of Pollution Control CFS: bmr cc : W.P . C .A. P. DeMallie, Director of Planning R. Martel , Town Engineer Attorney William Grace SOUTH WINDSOR INLAND WZTIrANDS AGENCY Minutes Monday, March 11, 1985 Pag 2 g. New Application No. 311-"Was Cc ration Construction of industrial building and use of clay on site for manufacturing putt ry. Property located on Sullivan Avenue. Wm. E. Grace, Ken Pooler, and Wm. O'Neill _ present for the proposal. Mr. Grace explained that this presentation was also gi en tothe Conservation Commission. Mr. Grace explained that the owners are buying the a tire parc l and wher the trees, shrubs, etc.are located by Sullivan Ave willrem In the b ginning this manufacturer will employee approximately 32 people. ac explain d that they will be taking the clay from the rear of the property and will be using it on sit . Mr. Grace explained that this proposal would be going to PZC for a Public H aring for approval of the site plan rand also for permission for removal of th clay PZC regulations state that if you are going to do ary r mo al you must hav approval and this approval is only good for 2 years. Mr. ac n ted that h knew that IWA permits were only issued for one year and: that in thi ticular applica- tion it would need to be reviewed over- many years. Mr. Grace explained that the amount of area to be covered in the first five years shows that the amount of future clay expansion is good for 1001. years befor th y would ever touch the wetlands. Mr. Grace explained that the stockpile would be kept pure and any wat re hitting it would not effect the pond. The stockpile would be tapped down. Mr. Grace also explained that there would be someone on the premise at all times. This would be for protection of the area. Mr Grace noted that they would be removing the clay by first taking off .all of th topsoil-and dig down to allow them to have the same continuity of the clay in r gards to color and texture. Mr. Pooler explained that they are using the existing pip d field farm is crosaing to get to the rear of the parcel. He also expl ed hat the� perim her of th hole will be bermed with the top soil that comes off of th area a�d stockpil d up s that the store water does not come into the hole, e interior Of the pit will b open to elevation 70 and there will be a level dr d collecting any of th ground water that will come through the banks. Below e3e ation! 70, when mining operations begin and they go down the water will have to be pumped out. Th wat r will sit until they are ready t min which will be n morethan', twic a year. At this tim they will pump it out discharging most of the cl an water' t the pond and when they g t down t t bottom tie xc as wat r will b pumped out ont th land, and th last 2-3 inch a will remak in th h 1 until n xt tim He xplain d that th y ar staying out f th wetlands an much as vossibl with as li,qht_ek trin rm m SOUTH WINDSOR uNIAND WETLUMS AGENCY MINUTES Monday, March 11, 1985 PAGE 3 of building the berm In the shrub area on the side the el p esenily cattails and brush that will remain and serve as a screening for t el,m g operation in the rear. There are some wetlands on the front portion of th pe ty and this ar a will b disturbed only where the building will be construe dd and the (aecess driv . Mr. Grace explained that for the mining operation th t ey would hir someon to come in and do this work for one-two weeks and be gone. a material w uld b stockpiled behind the building. The character of the area vo d not bis Chang d. Th building is being designed so that it will blend in wi b t e area.; Th barns the area will be cleaned up and remain. Mr. Grace explained that the Connecticut Development ulth ty an� John Sham , EDC helped the owners in establishing their business in So th dsor. Th y have obtain d 4Y2 million dollars for this project which does h vie trictitim tabl . The owners presently have a business in Italy and Australi of t e same nature and f 41 that the area of South Windsor would be suitable. Dr. Gutkowski asked how deep would they be digging, ee answered that they would be going down to a maximum of 50 feet and that any h ng mo�e than this would uneconomical and would be in a limited area. He exp ain d that the b rm around th area could be bulldozed into the hole and would parti i it., Dr. Gutkowaki• noted that he was concerned that this m ght b a po�ential hazard for the area's children. Mr. Grace explained that the hol havelthe b rm around it, someone would be on the premises 24 hours a day, and t ell tion of th proj ct. Mr. Grace explained that they would have to come before th 1W one�year f r an xtenaion of this permit if granted, and at that time ther Vro not be a substantial hol but the IWA at that time could decide if it felt it n bs to install a f nee around the hole. Dr. Gutkowski asked if it was a small hole that was t be d than was to be 50 f t deep couldn't be covered or protected in someway. A.H. Davies asked what the 50 ft depth time spans wo d'l,b . i Mr. Grace explained that the first year's depth would be feet frith a significant p rimeter and this would not be a shaft. Mr. Grace also n tad t.h t thO hol would contain clear water and would create a pond. Mr Lan asked at what depth d you b gin to get wat pnolir e"l ained a lot of th water is following the t p of the clay and th uil hiticlay at ab ut 3 feet. H also explain d that th only rat r in th hol rr4 d the rain water b cause th y would hav a perim t r drain that Mould pick *t e and vat r, and SOUTH WINDSOR INLAND WETLANDS AGENCY MINUTES MONDAY, MARCH 11, 19 Q 5 I PAGE 4 The berm on the top would keep the overland water out. Mr. Lane noted that in the event of a heavy storm the water i I the pond could conceivably be deep and that a fence should be placed around the area. Mr.Poo leer explain that the hole would be side sloped. J. Flynn asked what the to rimeter of the hole would be in 10 ye a s. Mr. ' Pooler answered that it would be 2 acres. J. Moran asked if once the excavation in one phase was comple ed if it would be back fillet II before going to the next phase. Mr. Grace answered that the town was concerned with the land evf being able to be used again and so he feels that they would not co�np�lete y bat fill the area. He noted that in Australia that after they completed their operati Dn of many years that the area looked virtually unchanged. Mr. Grace noted that there would be no objection to puttinb a �ence in now. He is un- sure that they can fill the area within the first few years, but i regards t., long term plans he is unsure that they can put sand into the clay they are ti g to pro ect. The owner explained that they hove to have a safe distance f r he are: t..e� wu..id be working in and the area that would be back filled in order to segue d against sediments � I running across. T. Gutkowski asked if it would be possible to create a clean pond as they went along with their project. Mr. O'Neill explained that both options area 4ilab e . If it becomes an important piece of a storm water detention system then he feels that it 's st value would be for a pond, but he feels that otherwise the best use would '',be as a detention basin. Mr. Grace feels that filling of the hole immediately would de� troy the purpose of the project, but filling as some point, subject to the approval of t engineering, would be III agreeable . J. O'Sullivan asked what the purpose of the berm is. Mr. Grac%0 a aimd it was so they would not have to pump anymore water than necessary and for pur+i is tion bf the water. J. O'Sullivan asked if the t p of the berm as at elevation 82 . aoler answered yes and it was to prevent the overland flow of water from entering the' pon . Any kxcess topsoil I pow" a 4 ca e � 4f w� 1540 SULLIVAN AVENUE SOUTH WIND �dso�.00� R� O N. 06 74 AREA CODE 203 44 25 1 March 19, 198 Mr. William E. Grace RE: Amvas Corporation 25 Oakland Road South Winds)r, Connecticut 06074 CERTIFIIP MAIL Dear Sir: At the March 19, 1985 meeting the South Windsor approved with conditions application No. 313 for thel u nl no eeofa on Agency an industrial building and use of clay on the site f p °nstrott ry on property located on Sullivan Avenue, South Windso Can ectltc nt factu, tng Pottery, T permit is based on the Plans entitled "Amvas Cor at for Amvas Corporation, c/o William E. Grace, Esq., 2 a ion' prepared Windsor, Connecticut, by consulting engineers bf Fu s a 1 d Road d, South Plans are dated February 12, 1905, no revisions; 'Neill. Such The following conditions must be adhered to h s t roug 7 of 7. Valid: permit o be 1. The % proposal is subject to the approval of the Town Engineer 2. The application shall indemnify and hold harm less t ile South Windsor against any liability which might: result Tf of the proposed operation or use. r 3. The permit is valid for one year and if not initiated and completed withinsonel ea ire M rch 1 , 1986, approval. 3B fr the d to of The inland Wetlands Agency recommends that a fen measures be taken, surrounding the excavation at e d' 3nd/or other safety Very truly yours John Moran, Jr., C ai JM/se INLAND WETLM DS E C TOWN OF SOUTH W S R ° cc: Fuss and O'Neill Engineering A. B. Davies, Deputy Town Engineer Jacqueline J. Smith, Town Clerk Richard Sartor, Town Manager Richard Ryon, Deputy Mayor Robert F. Gilligan, Chairman PZC Thomas D'Auria, Building Official ✓Peter DeMallie, Director of Planning Kenneth Brill, Chairman EDC II � 4ti PUNNING AND ZONING COMMISSION MARCH 19 , 1985 PUBLIC HEARING AND SPECIAL MEETING SOUTH_WINDIS R TOWN HALL MEMBERS PRESENT: Montana, Sorosiak, Smith, Soren' o , Conde ALTERNATES PRESENT: Hallowell (for Klenke) • Ross.. (for Gilligan) ; Asp Lund PUBLIC HEARINGtiC�. 1. Application of SAS o oration for a Spec'* 1 E ce ion to Section 4. 7. 2. 8 b n Removal of Clay,_ on remises located on the south side of Sullivan Avenue, opposile KennedyRoad, in an I zone. Attorney William Grace was present on behalf of t P e applicant. He noted that the applicant just received a $4. 5' i 1 on loan, and have an option to purchase a parcel of land of 510 acres which will be used to build a plant to make clay. They a e here this evening with a site plan, and also need approvals n e the Sand & Gravel regulations for removal of the clay. They e poary and conditional_pern it for clay removal would be for,,,,,, XIMUM of two years. The owners are from Italy and also have a I plant in Australia. Mr. Grace submitted photographs of the site and Oxplained that the building will be located several hundred feet be ind the nursery stock which is growing on the site. He also sub t e a c lored photograph of the various style of flower pots w c ill e manufactured . as well as samples of the colors wi c e b ildin r P g could be painted, and noted that they have chose i a barn red, but world be willing to paintit:any�cola the ContBt . s o likes. Mr. Anthony Kunial, of Italy, said his company c s South Windsor because under a few feet of sand, there is a goo, 1 y r of clay. He drew a sketch- on the blackboard and explainedi t under4-6 ' of sand, there is approximately 150 ' of clay. They s compactor to remove the clay. A sand dike is make around e p t area in order to stabilize the area, and they will di a t ench. There will not be a shaft or well. A person would be 1 to walk in or out of the pit and there will be an access ramp. pit. The clay will be removed once or twice a year since s difficult to work when there is rain, and they like to remove',' lay when it is dry. They will probably do it in January or Febr a y sincethere is usually no rain, and the snow does not affect the hey eed about 10 days in which to remove the clay. The bottom' f the pit will slope, and a pump will be installed in case there is too much rain. From the pit the clay goes to a stockpile next to thei a t ry. The stockpile is 12t high. They like to mix the clay' r m the different parts of the pit. Once it is stockpiled, it cane a e care of their needs for three months. There is a drying system w th warm air in case there- is too much water in the clay. The k ins op rate: 24 hours a day, seven days a week, all year long'r a d there is an attendant on the kiln at all times. Mr. Kunialic3a d they will employ 32 people, and will work 40 tons of clay a y ar and get 30 tons of the product. The rest is lost in the water. Th re will be two or three trucks a day into the site. The kiln is g s firel and electronically controlled. He noted they do not do any ki d of glazing_ The stockpile will be kept low, and thOt e will be no Planning & Zoning Commission -2- 3/19/ 5 visual pollution,. and there is no air pollution., The factory will last for 50 years, and Mr. Kunial said he alnd hisson will be here to run it. Bill O'Neill, of Fuss & O'Neill of Manchester, n I o ed that they have secured approval from both the Inland Wetla4n Agency and the Conservation Commission. The site contains15 acres and is on the south side of Sullivan Avenue close to lenn dy load. The soils are wet and a manmade watercourse passes th ough the site. The present peak of traffic on Sullivan Avenue will b increased by one-third of one percentrhy the 30 people empl y d here, and the two or three trucks per day. They simply cro s d the wetland area of the. site, and all the work will be in back. t i well screened.. and well protected from view.. Storm water m nag ment was simple because they can discharge downstream! into an xisting watercourse. Stephanie Fuss. of Fuss- & O'Neill, stated she isia professional landscape architect, and she outlined the landscape plan noting they they will use berms to block the view from ,S 1 i an Avenue. There will be a mi$.ture of deciduous and e e green trees and shrubs with a minimum height of 6 ' when they are lan ed. Exposed sites will be loamed- and seeded as soonlas Oo sib e, with the exception of the clay pit. Mr. Grace then introduced Peter Parselli of Bloojm i l , who said he is the tax assessor in Bloomfield and also a reil estate appraiser. He concluded that there will be no adverse effect o property valves in-:the-area, and the. area will be upgraded because f the setback of the building and fact that the nursery stock Will e retained. Mr. Grace said there will be an employee on the site 4 hours a day. As the pit extends it will be recovered and filled i t will take about 18 months to 'get the equipment to bui�ld 4nd get the operation going.. Mr. DeMallie suggested they contact the Fire Marlsha.1 in view of the kiln, and Mr. Kunial. said the only thing that c an burn would be an electrical fire. Mr. DeMallie suggested a fenoe around the clay- pit. Mr_ Martel, Town Engineer; reported that they had many meetings and the applicants listened to the staff' s suggestions-', The key map shows two barns- which no longer exist, and they s o ld be removed from the map. No one in the audience spoke in favor of, or in op osi ion to this application.. Commissioner Hallowell asked if clay was the onl�_ m tlack ria used, and Mr. Kunial said yes. Natural gas is used for f e r.. Hallowell- noted he has seen a similar plan in Kensington, a d, aked hat will happen to. the scrap material. Mr. Kunial said there ill be less than two percent scrap material and they will put it in the pit. I LEGEND DRAWING 002-00-84 R-3 1. Kiln Exhaust 2. Re-cycling Fan 3. Control Pyrometer 4. Gas Burners 5. Fast Cooling Fan 6. Supplemental Heat Generator 7. Kiln Door 8 . Kiln Car Storage Track 9 . Heat Direct Recovery 10. Fresh Air Supply Fan 11. Heat Indirect Recovery 12. Kiln Transfer Car 13. Kiln Car Ready to be Fired 14. Pre-kiln 15. Drier Exhaust and By-pass 16. Kiln Car Loading Platform 17. Kiln Car Unloading Platform 18. Pallestizing Unit 1 4 _ T)r i c r T, .+l l ,•- Planning & Zoning com mission -3- gg Mr. Hallowell suggested this be referenced on the plans- Mr. Kunial further explained they have been in bu i�e s since 1635 and are the biggest producer of terra cotte roof i g, i theworld. Commissoner• Conde questioned the need for a fence around the 32t• and clarified the fact that at full operation Oe e'I w uld be employees, plus sub-contractors who pick up them ter' al. Mrs. Smith determined that the hours of operation are 8 hours a days 5 days a week for the productionp- and the kiln Ito lid operate constantly. Mr. Asp fund asked the size of the pit, and was t old ' t wi 1 be about 30 , deep, and about 300 ' in diameter every fiv years. He asked how they prevent things from getting in t#i pit that they do not wants and Mr. Kunial said their biggest once is sand. 'n this area,. Mrs. Rossi pointed out that the water table is hig the s a and Mr, Kunial sa=d_ that the water will not pent rate. ay �her the n opening and when it hits clay It will keep moving facet this area is and then it will come out• Because of the clay, the water stays up• Mrs. Rossi said there is a brickyard in town, and the water is- high. Mr. Kunial said he` aware of this,, and is, amazed that they do not have a tree h, around their pit, because that would help co31tC01,the water. EXCAVATION ONCE. OR -WIUE AS PRODVC:T%ON DEMANDS VROM OVTDCM A YEAI1 S�OCKP�LE �O PR%MP.E'/ F�OXFCCD�R - I•RoM goxFEEpE� TO as CLAY ►S N1%xEC ANC 01-11 FI LTERE O GLA STOcKptl..E �O SECONDhRY--gOxFEEOER _ -- TY-- - _ T9 JKD�R_�pC,li.P1LE - - - VftVl BOX FEEDEPI TO "%GN-SPlLEA ROLLS • 0 WHENE CLAY MAX-TS AIM SNREADED "' G{LEEN VNSES ARE PLAc ct) .'•:.�'� � � ON Dill E i� Tft01.LEY S FROM FOUR-WA.Y S0XFSF-VF-R r -SO Ex-muocvR %.,THERE CLAY - _ _ Ex-�RVDED 1N�o cownN - - VASES GO TPPROuCYN CLAY SEC'"ONS &PIE @-:--' I1 SHAP60 %VA-ro VP►GE�. DRY1N G c-vcLE SHREADED LL-Ply IS FED �1 Q,Y PRESS IN DRI ER t>%KEC-TL-Y TO FOv0.-WAY CLA`f GOLVMN %t GUT a SOxmr6osa p 1NT0 SEcT�ONS OF , PP.G pE'TE0.N�NED LEN GT1i n1 AT vR GAS F1N1SF1ED PRoD .T vc IS STACKED OwcrO PALI..ETS AHD SNRINK�WRgPPCC ORY VASES ARE STACKED ONTO KILN GARS VASES ARE FIRED IN KILN "MANUFACTURE FLOW PROCESS C14AR-T o