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19-08P Redland Brick Inc. Earth Removal
PLANNING tic ZOWNG COMMISSION APPLICATION PO µ Application Number: Official Receipt Date: J_,-17.Z.. .v Mums Application c9 al 01. r APPLICANT: Redland Brick Inc. PROJECT NAME:Redland Brick KF Plant Clay Quarry COMPLETE LOCATION OF PROPERTY: 1444 John Fitch Boulevard, South Windsor,CT L CJ l t _44 rc Vi& OWNER OF RECORD ON LAND RECORDS: Redland Brick Inc._ .____._... . OWNER ADDRESS: P.O. Box 160,Williamsport, MD 21795 GIS PIN # 87 OL01 I ZONE NAME, ADDRESS,TELEPHONE&EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: r. Stave Blomquist, 1440 John Fitch Boulevard, South Windsor,CT 06074 86£1-528-1311 ext. 731',5' Y.._. Estimated presentationn time:a°m€ns THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) Open.Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision Q Special Exception to'fable 7.1 (Public Hearing and Certificate of Mailing Required) ❑ Site Plan of Development ❑ New ❑ Modification Building(s) Sq Ft ❑ General Plan of Development Q Earth Filling (Sec. 7.6) and/o arth Remov Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment: ❑Zoning ❑ Subdivision-Attach proposed amendment.(Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Cor ditional Permit Renewal for ❑ Detached In Law Apartment or❑Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required)for...,., ❑ Other(explain in detail) PLEASE NOTE-. An Application Pending Sign is required to be posted on the property for-aII applications tell(l ) days prior to being heard by the Commission. Si att~ure of App is nt Si nature of Property Owner Print Name of Applicant Print Na tee of Property Owner Revised 1/912017 EW MOVE YOUR ENVIRONMENT FORWARD TRANSMITTAL To: Michele Lipe Town Planner, Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 0 74 From: Darin Lemire, PE Date: January 18, 2018 Subject: Redland Brick Earth Excavation Permit HRP Project No.: RED2008.CE No. 0 C.o1'uMift/Descr illon 1 Orig (2 Permit Application for Earth Removal (with 24"x36" Drawings) copies) 2 copies I Permit Application for Earth Removal with 11"x17" Drawings) 2 Legal Description of Property deed Delivery: Contents: ® Enclosed Herewith ❑ Invoices ❑ Under Separate Cover ❑ Prints / Sketches / Drawings ❑ U.S. Mail ❑ Correspondence ❑ Certified Mail ❑ Change Order ❑ Federal Express ❑ Brochures ® Messenger ❑ Reports ❑ Specifications ® Other Permit application Copies to:Steve Bloomquist, Redland Brick; John Streb, Redland Brick HRP ASSOCIATES, INC. 1 197 SCOTT SWAMP ROAD. FARMINGTON, CT 06032 1 PHONE' (860)674-9570 1 FAX (860)674-9624 MOVE YOUR ENVIRONMENT FORWARD PERMIT APPLICATION FOR EARTH REMOVAL REDLAND BRICK, INC. 1440 JOHN FITCH BOULEVARD SOUTH WINDSOR, CONNECTICUT HRP# RED2008.CE )AN UARY 16, 2019 Prepared For: Redland Brick 1440 John Fitch Boulevard South Windsor, CT Prepared By: HRP Associates, Inc. 197 Scott Swamp Road Farmington, CT 06032 HRP #: RED2008.CE ]:\R\RF-DLB-REDLAND BRICK.INC\REDLAND BRICK.KF PLANT.1440]OHN FITCH BOULEVARD.SOUTH WINDSOR.CT 00073\RED2008C0WP\PZ application\Permit Apphmlion-Earth En—tion.d— E I p TABLE OF CONTENTS ATTACHMENT SECTION # OF PAGES PERMIT APPLICATION FORM 1 pg. ATTACHMENT A EXECUTIVE SUMMARY 1 pg. ATTACHMENT B DRAWINGS 4 pgs. ATTACHMENT C RECLAMATION PLAN 4 pgs. ATTACHMENT D TOWN OF SOUTH WINDSOR CHECKLIST 4 pgs. J:\R\REDLB-REDLAND BRICK,INC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RED2008CE\WP\PZ applicat—\Pe t Application-Earth Excavation.docx 'm**3RP- ATTACHMENT A EXECUTIVE SUMMARY J:\R\REDLB-REMAND BRICK,INC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RED2008CE\WP\PZ application\Permit Application-Earth Excmtion.docx ATTACHMENT A: EXECUTIVE SUMMARY The purpose of this application is to obtain an Earth Removal Permit so that Redland can continue to mine clay for their brick manufacturing at their KF Brick Plant. The current excavation permit expires on January 28, 2019. The location of this earth removal operation is at 1440 John Fitch Boulevard to the east of the brick plant. For this application, we are requesting to continue mining clay in the same location previously approved. The acreage approved prior includes the areas identified as Phase 1 through Phase 4, Phase 6, and Phase 7 along with areas adjacent which were formerly mined by Redland Brick. The reclamation plan for the site is attached. The geology of the area includes a deposit of sand on top of a deposit of clay. East Hartford Sand and Gravel under separate permitting has been removing the sand so Redland can access the clay. Redland Brick mining operation includes removing any remaining sand or overburden and either stockpiling it elsewhere on Redland Brick's property or using for reclamation. The clay is loosened with a farm type disk, allowed to air dry, pushed to a side of the quarry, loaded into trucks, and hauled to a storage area. The storage area can be either to an enclosed storage shed or an outside stockpile during warm months of the year. The mining operation is weather dependent and is restricted to material to supply the plant for the entire year. It is critical that at least this much acreage is permitted to allow for sufficient air drying time. No wetlands will be disturbed by Redland's continued mining activity. Redland Brick views itself as a steward of the environment and a good neighbor. As an example, Redland formerly designated approximately 5 acres of their property in a Conservation Easement with the Town. \\hrpfa—ner\data\RaEDLB-REDLAND BRICK.BdC\REDLAND BRICK.KF PLANT.I440 JOHN FITCH BOULEVARD.SOUTH WINDSOR.CT 06074\RED2008CE\WP\PZ appiwation\Pern it Apphcation-Earth Exc ationdocx ATTACHMENT B DRAWINGS 1:\R\REDLB-REDLAND BRICK,INC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RED2008CE\WP\PZ applicatioa\Permit Appheatioa-Earth E—atioa.docx , Drawing List Drawing Title Created Revised Title Sheet 09/04/13 01/15/19 C1.0 Overall Existing Conditions Plan 09/04/13 01/15/19 CIA Existing Conditions Plan 09/04/13 01/15/19 TP-5 Excavation Plan- Phase 6 & 7 09/04/13 01/15/19 \\hrpf—cncr\data\R\REDLB-REDLAND BRICK.INC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR.CT 06074\RED2008CE\WP\PZ application\Pecmit Application-Earth Excaeatlondocx GENERAL NOTES 1. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES DISCOVERED DURING THE COURSE OF CONSTRUCTION SHALL BE PROMPTLY REPORTED TO THE ENGINEER. 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING, PRIOR TO BIDDING, THE LOCATIONS OF ALL UTILITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGE TO SAID UTILITIES. THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" (1-800-922-4455), AT LEAST 72 HOURS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ACTIVITIES WITH INDIVIDUAL UTILITY COMPANIES. 3. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT PROPER STORM DRAINAGE IS MAINTAINED THROUGHOUT CONSTRUCTION. 4. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AS OUTLINED HEREIN. INSPECTION AND MAINTENANCE SHALL BE CARRIED OUT THROUGHOUT THE CONSTRUCTION PERIOD UNTIL ALL DISTURBED AREAS ARE STABILIZED WITH VEGETATION OR PAVING. THE MINIMUM INSPECTION PERIOD SHALL BE WEEKLY AND AFTER MAJOR STORMS. 5. CONSTRUCTION ACTIVITIES SHALL CONFORM TO APPLICABLE SECTIONS OF THE TOWN OF SOUTH WINDSOR STANDARDS AND APPLICABLE SECTIONS OF THE JANUARY 2019 ROADS, BRIDGES, DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION," FORM 817, AS AMENDED. PERMIT APPLICATION FOR EARTH REMOVAL 1440 JOHN FITCH BOULEVARD SOUTH WINDSOR, CONNECTICUT HRP PROJECT NO. RED2008.CE Prepared By: Prepared For: SONOMA REDLAND BRICK, INC. SHEET INDEX Rp CLAY QUARRY - KF PLANT SHEET TITLE DESCRIPTION CREATED REVISED 1440 JOHN FITCH BOULEVARD TITLE SHEET 09/04/2013 01/15/2019 MOVY YOUR RNVIRONM[NT FORWARD SOUTH WINDSOR, CONNECTICUT C1.0 OVERALL EXISTING CONDITIONS PLAN 09/04/2013 01/15/2019 197 SCOTT SWAMP ROAD - 01.1 EXISTING CONDITIONS PLAN 09/04/2013 01/15/2019 FARMINGTON,CT 06032 TP-5 EXCAVATION PLAN - PHASE 6 & 7 09/04/2013 01/15/2019 (860)674-9570 HRPASSOCIATES.COM o r-S � St— / LIMITS OF 2019 FIELD SURVEY Ile- 7. r J ------ ------------------------- If / I -a,m- •ate. - ' ` �"" ������� 9 V �� RoAD 3 I. Pkf MY MIS l9A'PMPAMP ALRNAWr ro RL MO IAIIRYS Or CQMkC r SrAW APlAGQ t Mr.IAROEL AAEA PF AkRtMtl I,WY.Y N4/S 1AA.1FM AOES SIX ]IO-JPO-I 1MA'9Y S4-.M01-]I°AM w SrAMN°S AW NMIS#AM Y N m / Q SOIS CF M L'DIWIFGRLYSE AS PA[PAMD ANP ANN1L0 AY 6k'GPMKOONr ASSPOl1 PPN PF RAW 3 AtlN24WTM 61 RN N MAp d ANP NPIONL PAIW O Aroq M AP Rpm MCF, ONHfY0.fS AVG ON SVRJMO!t4 ItAS A A1.1IiM MFILAYP.4 OFPACIm M9KGY IMK AEA'ARu mNIW 1I.F TK OF SLRKY PoMCN1kD N A APANDi ANP rtM°4E1PMG'NJ7I£Y,AA9 p'NRIL�O)ro M°vARo s12/*AIO M7D T IM sY AM5•oMOU NG w 1.'WETLANDS S NAP PROPERTY OF K-FSSO BRICK COMPANY INC.STRONG ROAD avlrr pAMfNr 91F GRkYNYO N nk'AKA G•n,C Ov oaMP aAY IMOtl a"eRAONS IPYtPrs4 ItA1P/M AA9 A.a[IPP). SOUTH WINDSOR'BY MESSIER 8 ASSOCIATES. b RMS IYAN OWFIR1Ms ro roA74YANMP AL NAVY Pr P-t AMC r-3 S A4 M2WMD1'LI/KN DOW=11OF0.Y K ra1NP. 2,"BOUNDARY k EX151ING CONDITIONS PLAN PREPARED FOR RED LAND BRICK. roAPR7APNC I[AIURFS 4vrcKA GY T/5 Ja1P N1MY IMF LKr LMC usvM 7MIS p'tPar RRA A—MMPA —AM—MD MAS MOILS Or ACCESS Ar10 INC.STRONG ROAD SOUTH WINDSOR CONNECIIWY JOB NUMBER M370 AID Y "W`e mvnel MA ra roPPRIANK ALLINACY o•As PF NIF PROMAL IBRP LANKY MR' kMI>s ro aeAN nr Aurwle RT D'D`A �sWa' SCALE 1'_I00 PHASE EET 900 DATE 10/22/99 SH 1,2 AND 3 CERTIRED BY LEGENDCF S<PB7I9O 4 mS NC,M/r X-F ARq'CPWANY. LAWRENCE R.COSSLER M.LS.NO.12327.PREPARED BY FUSS!O'NEILL 3 IWIO7ANMC M ROES OPK'IID 0.v 6M kAP NRAN wwruKLVOtP tmM O"MP7Aku r.MM MJA NNKYIGMXIIM AY A1GAlAI,AY,E4 ASSO4M=AC MANCHESTER CONNECMb!T —_________ PROPERTY LIA£ "Wr OOMk M A r-)IIYPD•~ACPNGPY AS OF W GIIOYAL—0 INKY W G a'—1 A Nll9 ANP,II 1 r,— 'A' PaOf. R.MOXAPN,./r.I IMEIs LIUCRD DY RK MV NPN/RK LAMr IXtl' 3."BOUNDARY SURVEY RESURVEY PREPARED FOR:REMAND BRICK JOHN FITCH EASEAIEA'r LW r ILYQpGPYJC/GRAMS mMOR2)OM 6Af MI/IMIIIYI Ilk'LKl(AI[fAiiM 7MI5 Km,,MRI LABOM 9AMIS P<MIS An0 LANKY COVONI M A F--t InP491A+sC BOULEVARD SW7N WINDSOR CONNECTIWY SHEET 1 $ AC2NACY AS O<IMF OMONAL FkiO 9NKY b111t PF UMVARY I AM SCALE 1--100'JOB NO.56-110 DATE DULY 20,2000 DRAWING ...�—,,, -- EDDE�WATER /IDD SINM'Y C'DWDYY ro A F-I RTPwAFIR'ALONACY AS of RAr PANMNL AASa N.NISY M1F JWWNY 1,MIS N0.1996 19MORT CEIITIFIED BY RICHARD P.MARTEL UC.NO.12292 PREPARED a OFYAY IA MIS BY DPI ROFESAONALS,INC.SOUTH N1N050R CONNECTIWi. -------------70________ #VEX COWDOR(FELD TOPo) Rk'MMU1F10!G•RMRIOMPMC AFARMLS PN RMF ANKY d mWOB71 AACN AOMK S(NKY /���� AIMAAO AAPA,RO IYFASRIIM RYRIGIANMCS RA!0.11E aF RK—MRMPMY.—4 RAN 4.'OVERALL EXISTING CONDIRONS PLAN PREPARED FOR REDLAND BRICK INC' _________________________ EX/SRHD COHH7UR(MLD MPO) AA9/r CPNRiWS MA RYgOPANAC ACC CY o<r-1 SHEET V0.1,SCARE 1'-200'DATED 10/26/2007 PREPARED BY FUSS AND 114f AW CriVDRIIS RI A AggtAYOL AL1pAGSY OASS A Atl SNNOARY ACIOUIM41XYl Af O'NaLL OF MANCHESTER,CT. -'- ---- .-.-... ._..... —. .--- """ PHASE LWa EMAKSSED tN AM1MD REVISIONS DESIGNED: SHEET N0. IRPNO. DATE DESCRIPTION EJD 1" = 200' REDLAND BRICK INC. 2 Nw A..,.o.M1"rrenw.A 1 1 R VI FOR P R Y °"A""' 1�DA'�` CLAY QUARRY — KF PLANT 0 100' 200' EJD os�04/20,3 OVERALL EXISTING 197 SCO-7 SWAMP ROAD ® �� TR9 RED 006.CE 1440 JOHN FITCH BOULEVARD CONDITIONS PLAN C'7•� FARM (660167A7DON,C''0G032 NORTH SOUTH WINDSOR, CONNECTICUT a APPROVED. SLEET SIZE g rIRPAssacATEs.CaM DML 24"x36" � \= � � � `//�/�// s \�����\ �- � �O\ •-' � \ / ram- Qxz l V >>�)l)I ! ' yy` _.�,��`�� w LIMITS of zoo g '\t , �oAo.. /rFIELD SURVEY --- ----- ----- -- I I ;\ i `z \� - sw..,,,,_�'-- � I 'l BB\. \ �\� `do- \ �`,r'..• / \\�\ \ \\\ .� �i"� - r-- t i %-` r--------------------- J § �/ ' ./ � \"\ � �����` .....—.. ..�.-.,.,�j/=S\•vim Y // '' :« I i j I••s d �/ l r � \\�� � �v� -� �$ARM -•_.,. �. "`=a'�.�����\'�\�_ .,. 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VOL7022 PG.13B IJpOJRAMBC mRAI,!T BfWw 0 m MAP—W JMr J ~\`•�. JAB6m 7.B15 d m0 ADO ARl£Y Ca1FOtll m A 1-2 m.ODAnBc lI1\I If \ �;'% \ 4.'EXISTING CONDITIONS PLAN PREPARED FOR RFDLAND BRICK INC•SHEET VO-2.SCALE 1•"W.DATED NOVEMBER 2007 A=YBIACYK d IIK OAOJAJ ABJO BAIlev al>a d J1M/MY I Aro IIIII \\\\\\ \ \ I I JIMMY).Mla /; \\\AND REVISED MAY 2008,PREPARED BY FUSS AND O'NOLL OF MANCHESTFA,CT. \ \'•`\,q REVISIONS DESIGNED: SCALE NO. DATE DESCRIPTION EJD 1" = 60' REDLAND BRICK INC. SHEET N0. ® , , R , P UPDATED SURVEY DRANK: ISSUE DATE: CLAY QUARRY - KF PLANT wIRP.,.......„..........,... 0 40' So' EJD 09/04/2013 ® RE,NENED: NUMBER EXISTING CONDITIONS PLAN C1.1 197 SCOTT SWAMP ROAD DML TRB RED2006.CE 1440 JOHN FITCH BOULEVARD FARMINGTON,CT 06032 � (S60)6JS-BS70 NORTH APPRDVED, SHEET 9- SOUTH WINDSOR, CONNECTICUT FIRPASSOCIATES.cUM DML 24"x36" / ��/fir—/ y�=-- e� \��\\\\�` ���`��` �'y'i —/' � � —'�- • 1 � \ ALTERNATE , - - y HAUL ROAD / --'� >� LIMITS OF 2019 FIELD SURVEY ---------------- / 71. fit /�I jig% \�\l\= .,. - Af --- ----- -- ----- / //0 y.' J ,. �I 1 y 1 � L -------------- n i „ 3 I Awo?� NAP NOTE- 11'III I I /F JAMES T.POUl1N k / I '�\ -� USA A.WYIE / /�/r \�\\ � y ./ ,F 4, D 1.PROPOSED GRADES SHOW ARE ESTIMATED BASED ON (� / VOL912 PG.2B7 G CLAY REMOVED IN 4-5 YEARS:PROPOSED GRADES MAY JIII N/F ROCK E.k PATNIOA �Y CHANGE BASED ON ACTUAL CLAY NEEDED FOR n�,- PD LN �F ��\. MANUFACTURE AND ABRITY TO MINE CLAY. I R \\ \' x 3 NAP RFFiYKNf£. 6 ���II \\ J a 1.'WETLANDS MAP PROPERTY aF K-F BRICK COMPANY INC. // I N/F LVOL9 TOMEL BMSTD STRONG ROAD SOUTH WNDSOR'BY MESSIER k ASSOCIATES. 11 r `ML.9J6 P01]2 2.'—NDARY k EKIS ING CO 11-1 PUN PREPARED FOR11, 1l1II - REDUND BRICK,INC.STRONG ROAD SOUTH WNDSOR CONNECTICUT'JOB NUMBER 79370 A10 SCALE I'-100' r / PH ABE BOO DATE 10'12/BB SHEET 1,2 AND]CERTIFIED �— BY LAWRENCE R. SSI.EN A.L.S.NO.12]27.PREPARED \ \� •s, 4 BYtiSBkorELL �—��(l �IIIIIIIII / EXISTING HAUL ROAD MANCHESTER CONNECTICUT I'BOUNDARY SURVEY RESURVEY PREPARED FOR:REOLWD —. WITH CRUSHED BRICKS •— '�r..,,, 5 BRICK JOHN FITCH BOULEVARD SOUTH WNDSOR <l ` CONNECTICUY SHEET 1 SCALE:Y.IOO'JOB N0.80-719 ,. AND/OR TRAP ROCK ADDED \ �``�� DATE ALLY 20.2000 ORAWNG N0.1998/119MORT CERTIFIED BY"HARD P. INC.S UTH UN SOR PREPARED BY OPI \\\v l�l' ,, PROFESSIONALS,INC.SOUTH WN 12:1 CONNECTICUT. "\ / N/F 91ERT.E SMITH 4.'OVERALL E)OSTNG CONDITIONS PLAN PREPARED FOR VOL.1022 P0.17B REOLANO BRICK INC-SHEET VO.1,SCALE 1--200'DATED ` 10/2B/2007 PREPARED BY FUSS AND O'NEILL OF MARDNEBTm,CT. X� REVISIONS DESIGNED: NO. DATE DESCRIPTION EJD 1" = e0' REDLAND BRICK INC.NoIRP SHEET N0. .P...P"....Ao""....P.. D +D' 90 ' ' ' 19 R P P A a Y DRAWN: ISSUE DAME CLAY QUARRY — KF PLANT ' EJD 09/04/2013 EXCAVATION PLAN — 197SC0TT SWAMP ROAD" ® R�DML TRe RNM D2008.CE 1440 JOHN FITCH BOULEVARD PHASE 6 & 7 TP-5 FARMINCTON,C':'06032 <B1;D7 B7A-D67D NORTH APPnovEO: sNlxT slz£ SOUTH WINDSOR, CONNECTICUT oHRPASSOC':ATES.COM DML 24"06" ATTACHMENT C RECLAMATION PLAN 1:\R\REDLB-REMAND BRICK,INC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RED2008CE\WP\PZ application\Pm t Application-Each E—ation.docx REDLAND BRICK INC.- KF PLANT SOUTH WINDSOR, CONNECTICUT EARTH REMOVAL PERMIT FUTURE PLANS- RECLAMATION PLAN Listed below are Redland Brick's plans for the next five years along with the Redland Brick reclamation plan for the clay pit when mining is completed. In order to gain a proper understanding of the KF Plant operation, plans for the future, and Redland's reclamation plan, it is first necessary to understand the history of the site. BACKGROUND As a result of a search of historical data we are aware that excavation and brick manufacture has been occurring at this site for almost 100 years. For many years this work was conducted without any regulatory requirements or restrictions- it was pre- regulation. The geology of the property and much of the surrounding area is relatively level property with sedimentary material including a deposit of about ten (10) feet of sand on top of a significant deposit of clay. The fine clay captures water. The area was a glacial lake and this unique feature has been studied on site by students and professors of local colleges. In the past the sand was removed for sale, generally by East Hartford Sand and Gravel, and Redland removed the clay for brick manufacturing. (Note that Redland does not use the sand in the body of the brick although we may use it for coatings on the surface of the brick.) Two large clay pits were developed as a result of prior excavation for brick manufacture. Water enters the site and fills these clay pits from wetland areas to the south, from two drainages off of Strong Road and from ground water infiltration. (Redland recently gave the Town of South Windsor an easement to allow water to drain from Strong Road in one of these drainages onto the Redland property as part of the Strong Road improvements.) The water filled clay pits are now ponds and have been in place since at least the 1940's based on historical overhead photos. This off site water flows into the south pond, exits the south pond through a concrete pipe into the north pond, and leaves the north pond through another concrete pipe into Bancroft Brook to the northeast of the property, and eventually flows to the Connecticut River. 1HRP When the Kelsey-Ferguson Brick Plant was purchased by Steetley Brick, prior to Redland ownership, clay material was excavated from the south pond with a dragline as wet material and mixed with shale mined and hauled from a shale pit in Suffield. The shale material was depleted and that quarry was reclaimed and closed. Steetley elected to open a new clay pit on site and mine dry material to have better moisture control, a more consistent raw material mix and better overall quality control in the brick manufacturing process. In the new clay pit, water entered the pit as a result of precipitation and groundwater runoff and Redland pumped the water out and into the south pond. The south and north ponds served as sediment ponds for the pumped water as well as the sediment laden water entering the ponds from off site. In the early 1990's, Redland created a vegetated swale to pump this water into to remove much of the sediment from the water prior to it entering the south pond. This swale and process was under the approval of the Connecticut Department of Energy and Environmental Protection (DEEP). After about fifteen (15) years of using the vegetated swale, in 2007, the DEEP informed Redland that since water entered and left the ponds all of it satisfied the definition of and was now considered "waters of the state". The water removed from the clay pit was considered "process water". Regulations required all process related water entering "waters of the state" to be treated prior to that entry. As a result the ponds would no longer be able to be considered sediment ponds and all sediment would have to be removed from the water prior to it entering the ponds. Redland has applied for the National Pollutant Discharge Elimination System (NPDES) permit and has received a draft. Redland is waiting on approval for the final permit from CT DEEP so the clay pit can be dewatered. 2 MPIRP FUTURE PLANS Redland must have a source of clay for brick manufacture or brick manufacturing will cease at this location. Given this fact, Redland is interested in whatever help the Town of South Windsor can provide for us so that we can continue to be a viable and profitable manufacturing source in this Town. Listed below are several scenarios that could occur: 1. Redland does not find a means of addressing the issues of the DEEP related to removing water from the clay pit, the clay is covered with water, Redland is unable to mine clay, manufacturing at the site ceases, and Redland reclaims the area. Please understand that this scenario is unacceptable to Redland, but is listed simply because is it a possible option. 2. Redland purchases additional property nearby, applies for the appropriate permits, supplies clay for brick manufacture from that site to the plant, and continues to manufacture brick on site. At the point where it is determined that we will no longer mine the pit on site, reclamation will occur and our Earth Removal permit for the current pit will be closed. 3. Redland finds an economically feasible way to remove water from the clay pit, applies for and is granted a NPDES permit from the DEEP and continues to mine from the same clay pit. From test drilling we know that there is clay at least one hundred feet (100� deep on the property. 4. Redland purchases clay from another source. If Redland went in this direction and it was determined we would no longer mine the current pit, we would reclaim around the current pit. PROPOSED CLAY MINE CHANGES Recently, Redland Brick received complaints from neighbors on the southern property boundary in regards to elevated levels of dust and noise due to mining operations. In order to address these concerns, Redland is considering: 1. Permit to pump water. Recently, Redland obtained a permit to pump water with a continuous monitoring system. This allows for the assurance that only clean water will be going into Bancroft Brook, as well as the relocation of some mining operations to an area further from the adjacent properties. 3 *3 R P 2. Cover the haul road with crushed bricks and/or trap rock. This top coat will be easy to clean with the water truck, allowing for a reduced risk of contamination to the clay. If options #1 and #2 are not effective, then the remaining options may be considered: • Plant trees along the Southern border. This approximately 1,300 foot long wall of trees will be used to help alleviate the dust and noise impacts on neighbors. Thuja Green Giant are a fast-growing evergreen commonly used as a privacy hedge that grows to 15 feet in diameter and 40-60 feet tall. • Adjusting operations for weather conditions. A plan has been developed to have a person devoted to monitoring weather conditions full time in order to adjust mining operations accordingly. With this new role at Redland, mining will only occur when the conditions allow for no dust to leave the property. If an issue arises, mining will be stopped until a solution is found. RECLAMATION PLAN The reclamation plan has been approved by the Planning Commission on each of the last three earth removal permit renewals. There will be three ponds on the property. We will allow the drainages that convey the water to the two existing ponds to remain in place and continue to convey that water. The banks on those drainages are already stabilized and planted. The existing clay pit will be filled with water up to the ground water levels. Slopes on the pit leading to the water level are 2:1. Four inches of topsoil will be spread on the area around the ponds to the water's edge. Redland will plant appropriate grasses, as recommended by Town staff, such as fescue, rye as a cover crop, and legumes (crown vetch, lespedeza). Redland will not plant wetland vegetation but fully expects some wetland vegetation to grow around the ponds naturally as early as the first growing season after reclamation has occurred. Within two years of no disturbance of the ground by mining, it is expected that some native tree species will begin to take over the area. There are fish in the existing ponds (largemouth bass, catfish, and bluegills) as well as turtles, frogs, toads, snakes, muskrats, beavers, ducks and geese. Ducks and geese have already begun to inhabit the water in the clay pit and it is anticipated that all of these animals other than possibly the fish will move into the clay pit naturally. The clay pit will become a natural water source for all wildlife in the area. 4 ATTACHMENT D TOWN OF SOUTH WINDSOR CHECKLIST L\R\REDLB-REDLAND BRICK,BQC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RED2008CE\WP\PZ applicmwn\P mmit Application-Earth Excavation.docx TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT REDLAND BRICK, INC. PROJECT NAME REDLAND BRICK KF PLANT CLAY QUARRY This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. 1. On each sheet for plans or maps, title block with the following information: Title Sheet a. Name, address and telephone of applicant. X b. Name, address and telephone number of Land Surveyor or Professional Engineer. X c. Name of Development. X d. Date when drawings were made. X 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. X a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. X b. Outline of buildings. X c. Layout of streets. X d. Surrounding property boundaries-within 500 feet. X e. Names of abutting property owners. N/A f. Proposed open spaces and recreation areas. N/A g. Driveway cuts on abutting properties and any properties across from proposed site. N/A h. Distance to and name of nearest intersection street. N/A 3. Architectural Elevations: See attached checklist for Architecture and Design Review. i N/A 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement f. Names of abutting property owners. g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./L.S. Seal. x 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: x a. All existing and proposed buildings. N/A b. Curb Lines and pavement width, sidewalks. N/A c. Existing and proposed sanitary sewers. N/A d. Existing and proposed water and-all existing utilities. 2 x e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. x f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. x g . Regulated wetlands and 100-year floodplain or note that none are present. x h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. N/A i. Connections of all springs into proposed storm drainage system as needed. x j. Location and indications of existing brook channels, and 100-year flood limits. x k. A-2 &T-2 Certification; P.E & L.S. Seals. Reclamation Plan 6. Landscaping plan N/A 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. N/A g. Traffic Report N/A g, Site Lighting Plan N/A 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: N/A a. Layout of streets in sections coordinated by stations with the profile. N/A b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. N/A c. Sight line at driveway & street intersections. 3 N/A d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. N/A e. Profile will show all catch basins and all drainage lines between catch baS|D5 with all invert and top of frame 8leVdtiOOS/ sizes, lengths and N/A slopes Ufpipes. f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be ShOVVD to determine conditions. N/A g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based 8n standard engineering practices, determine the accessibility of these controls. N/A h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top offrame) sizes, lengths, and slopes Ofpipes. Top Of foundation elevations for building shall be shown. N/A 11. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, O plan which contains data for site i[npn]VeOn8nt may be required. This map shall be drawn to a scale of1 inch equa|sqO feet. N/A 12. Sanitary Report: VVhane individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified hwa Professional Engineer. The report shall demonstrate the feasibility ofthe proposed individual systems. T /T5 /20I9 PLAN PKE�AKER (P.E./L.5.) DATE 'PAYLm/ ������ �— H,(�e n' February3OO2; Rev. 4-04 Page 4 of 5 mot. 9 3 9. PAGE 172 A certain piece er parcel at lard situated os tM aeetherly aide e! Stronq Read is the town of South Nisdser, County et Beeeterd, state of Connecticut with the buildings cad Improvementsthereon shown as Area- 1t0.2i Acres• Asia nap entitled 'Props(! of R-P Brick Cospany Zee. 1. o[ OS. Route Na. S South Windsor, Connecticut Scaler 1 Inch - 100 teat April. 1977 petarsen A Koffman Land Surveyors successors to i Spencer a Washburn, Inc.* and being were particularly bounded and described as follwss Beginning at a point OR the northerly side of Strong Road which point marks the southwesterly corner of land new or focarrly of Gary A. a Deborah J. Scheer and a southeasterly corner of the herein described prmisest thence North 69' 65' 20' W&Ioaq the northerly line of Strong Road sixty-five and tour one hundredthe • (65.041 feet to a town arestoner thence North 72. 16' 20' W alenq the northerly line of Strong Road eighty-five and no owns hundredths (9S.00) east to A point Barking the aoutheastarly corner of land now or formerly of Fernando 6-Maria L. Rodriquest thence North 17. 62' 30' s along said land new or formerly of tarnando a Maria L. Rodrigues one hundred flSty and no one hundredths (150.00) toot to a point; thence North 72. IV 20, W along said land now or ternerly of Fernando a Maria L. Rodrigues. lam how or formerly of Rlehasd K. Lublin, land row or formerly of Ann S. Pala. land now cc formerly of Guy N. Plourde, land Raw or formerly of Nervy 6 Stanley J. Domain, land now or formerly Of Raymond W. 6 Blaine P. Kagorski and land now or formerly of Gorge A, a Evelyn KadLah, in part by each nine hundred seventy- two and six one hundredths (972.06) teat to a point: thence North 32. 37' 00' W along said land now or formerly of George A. 6 Evalyynn ro Kadish, land w or formerly of Louis J. 6 Barbara ! K. Pala. land now or formerly of Joseph 0. Torazzi, at al. and land now at formerly of Loretta Torazzi, in part by each three hundred sevanty-eight and forty-sevan one hundredths (378.471 fact to a sarestoner thence North 27. 02' 00' K along land now or formerly of Ann S. Polo on° hundred and no one hundredths 1100.001 1 fast to a point; thanes North 43' 16' 02' W along said land new i or formerly of Ann S. Pala two hundred fifty-oight and seventy IRA hundredths (2S8.70) fact to an iron pinr thence North 20. 19' 00' E along land now or formerly of John Ballad y one an hundred seventy-three d eleven one hundredths (173.111 fast to a railroad spike; thence North 66. 37% 00' E along said Land now or formerly of John Bellody and Sand now or formarly of Arne a. Dalene, in part by each tour hundred nine and thirty-two one hundredths (609.32) feet to an iron pit.; thence North 20.76' e0. W one hundred tan and eighty one hundredths (110.601 test to an Leo n ping thence North 29. 27' 00' E one hundred eight and twenty- nine one hundredths (101.291 teat to a railroad spike;' thence North 60' 22' 00' W one hundred eighty-five and no one hundredths (16S.00) fact to a rsllroad spike not in the easterly line of land now or formerly of Penn Central Transportation Co., the last three courses being aionq'said land now or formerly of Arne W. Dalener thence North 29' 27' 00' E alarg said land now or formerly - ot Penn Cantral,Tcansportatien Co. one thousand tour hundred , sixty-one and twenty-six can hundredths 11461.261 feet to An If an pint thence South 52• el' 26' K along land nowor fomerly of Martin McGrath, at al. end land nw or formerly of Sperry Weed Corporation, in part by each one thousand nine hundred , savesty-saves cad seventy-eight one hundredths (1977.71) feet EXHIBIT A f ; t j • Volume: 939 Page: 169 File Number: 001687 Seq: 4 Page 5 of 5 VUI. 93 PAGE 173 to a accustoms thence South 55. 38' 33' Z two hundred eighty-one and aaventy-three one hundredths (281.73) feet to a merestonet _ thence South S2. 33' 261 Z one hundred aixty-slx and twelve one hundredths 1166.12) fact to an iron pint thence North 39e 2S' SS' - E one hundred eighty-five and seventeen one hundredths (185.17) face to a merestemt thence North 36- 36. 09' E two hundred - ninety-three and seventeen one hundredths (293.17) feet to a accustoms thence.North 36' 11' 24' Z three hundred eighty- three and sixty-one one hundredths (383.61) feet to a were tone. the last five courses being along said land now or fotmerly of y Sperry wood Corporation: thence South S2• S9. 10- Z along said land now or formerly of Sperry Wood Corporation and along land aow or formerly of owners unknown but believed to be Aleksander rolds=idt, in part by each two thousand six hundred eighty- eight sad fifty one hundredths (2688.50) fact to an iron pint - thenet South 36. 59. 34• W along land now Or formerly of Helen Shateasky, at al. and land now or formerly of Anthony Zagorski, ct al., in part by each seven hundred ninety and fifteen one hundredths (790.15) feet to a screstonei thence South 37. 06' 31' W along said land now or formerly of Anthony Zagorski, at al. three hundred sixteen and six one hundredths (316.06) fact to a were stomr thence North 53. 22' 07' W three hundred forty-one and fifty one hundredths (341.50) feet to a Accustoms thence North 53. 23' S2' W four hundred seventy-one and seventy-two one hundredths (471-72) feet to a merestones thence North -- • S]• 20' 00' W one thousand and seventy-two one hundredths (1000.721 feet to a marestenes thence North 53. 21' 46'Weight hundred seventy-seven and sixty-throe one•hundredthe (017.63) feet to a merestonet thence north 52. 54. 05' W two hundred forty-six and fifteen one hundredths (246.15) feet to a merestones thence South 32' 23' 00- W three hundred ninety-four and forty-five _ one hundredths (394.45) feat to a morestonet thence South S4. 06' SO' E seven hundred cloven and seventy-five one hun- t dredths (711.75) feet to an iron pint thence South 35. 30' 25' W four hundred thirty-seven and thirty-five ona hundredths (437.35) test to an iron pint thence South 53. 54' 40' E four hundred fifty-eight and thirty-four one hundredths µ 58.341 - feat to an iron pin, the last nine courses being along land now or formerly of Sperry Wood Corporations thence South 49' S1' 00-W along land now or formerly of John Mitchell, at al. one hundred eighty-five and four one hundredths (195.04) feet to on Iron pin; theme North 53. 38' 10' W along land now or formerly of Frederick Tonal nine hundred twelve and four one hundredths (912.04) feet to a mcrestenes thence North 54' OS' 10• W four hundred and eighty one hundredths (400.801 fact to a marestones thence South 34. 31' OS' W three hundred fifty- seven and ninety-five one hundredths (357.95) feet to a mere- stones thence South SS' 27. 10• Z one hundred sixty-four and sixty-two one hundredths 1164.62) fact to an iron pin, the - last three courses being along land new or formerly of Benedict_ A. 4 Eleanor A. yonikat thence South 38' 07' OS' W along said land now or formerly of Gary A. i0aborah J. Bohner four hundred seventy-three and thirty-four (473.34) feet to the point or place of beginning. EXCEPTING THEREFROM that certain piece or parcel of land conveyed to Jotm nent3dy, a/k/a John L Bellody by Quit Claim Deed dated and recorded on September A 190 in Volume 350 at Page 103 of the South Windsor Land Records. Together with a possible right of way over land now or formerly of Adam Yonika to Strong road as evidenced by a letter from Adam Yonika to The Hartford-Comucticut Trust 1 • Company dated August 16,1942 and recorded on October 10,1942 in Volume 39 at Page j 576 of the South Windsor Land Records. Together with possible rights ice and to a railroad siding adjacent to the property on the west I as set froth in a Warranty Deed from George J.Pola,Louis L Pola,Henry H.Pola,and Ermond G.Pola to The Kelsey-Ferguson Brick Company dated and recorded on Jute 26, 1962 in Volume 91 at Page 1 of the South Windsor Land Records. { IN TESTIMONY WHEREOF,I have hereunto set my hand and official seal at �f*-A TA13 ,this k'rday of hna 16 .1997. 6n 0k, 'a Wl o n'- y Notary Public : �„� C.ov+n..�•sSioh.. E�t�fs\fcs ���I17 This instrument prepared by: � Rtce�h�df011 RP unit 10 7 M I Cavitch,Familo,Durkin&Frutkin Co.,L.P.A. ' REWROW ]KE�Vwam ,-. DSOR 14th Floor,The East Ohio Building Cleveland,Ohio 44114-2876y s (216)621-7860 �anfaa�t 'Aosts � a Volume: 939 Page: 169 File Number: 001687 eq: 5 r:V6aSaChUMOLANDAM February 1, 2019 Certified Mail THOMAS C. CHRISTIANO 360 STRONG ROAD SOUTH WINDSOR, CT 06074 RE: TOWN OF SOUTH WINDSOR PLANNING AND ZONING APPLICATION REDLAND BRICK INC. 1440 3OHN FITCH BOULEVARD Dear Property Owner (360 STRONG ROAD): In accordance with section 8.2c of the "Town of South Windsor Zoning Regulations", you are hereby notified that an application has been filed on property abutting your property or that is directly across the street from your property. The application (Application No. 19-08P) is subject to a hearing by the Planning and Zoning Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this application will be heard, please contact Michele Lipe, Director of Planning, Planning Department (860-644- 2511). Sincerely, r John Streb Environmental Manager The Belden Brick Company(Owner of Redland Brick Inc.) P.O. Box 20910 Canton, Ohio 44701 Phone (330) 265-2030 Ext 1316 1 TOWN OF SOUTH WINDSOR,CONNECTICUT(HRP RED2008.CE) Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 47701340 1340 JOHN FITCH BLVD MAULUCCI NILA R C/O NEW ENGLAND SILICA P 0 BOX 185 SOUTH WINDSOR CT 06074-0000 47701370 1370 JOHN FITCH BLVD MAULUCCI NILA C/O NEW ENGLAND SILICA P 0 BOX 185 SOUTH WINDSOR CT 06074-0000 87000360 360 STRONG ROAD CHRISTIANO THOMAS C 360 STRONG ROAD SOUTH WINDSOR CT 06074-0000 87000348 348 STRONG ROAD NIZIANKIEWICZ DANIEL S&CLAIRE M 3 ALPINE DR SOUTH WINDSOR CT 06074-00000 47701518 1518 JOHN FITCH BLVD COUNTY DISTRIBUTORS INC 87000427 427 STRONG ROAD FROST FRED 1R 427 STRONG ROAD SOUTH WINDSOR CT 06074-0000 06074 0000 87000404 404 STRONG ROAD DESCHAINE JANICE 404 STRONG ROAD SOUTH WINDSOR CT 93600111 111 WEST ROAD SMYRAK DOROTHY 111 WEST ROAD SOUTH WINDSOR CT 06074-0000 87000438 438 STRONG ROAD NRK PROPERTIRS LLC 438 STRONG ROAD SOUTH WINDSOR CT 06074-D000 87000334 334 STRONG ROAD ;: JACKSON JAMES H&GAIL J 334 STRONG ROAD SOUTH WINDSOR CT 06074-0000 87000388 388 STRONG ROAD 388 STRONG ROAD ASSOCIATES LLC 653 MAIN STREET SOUTH WINDSOR CT 06074-0000 87000306 306 STRONG ROAD JACKSON TONY R&NANCY ANN 306 STRONG ROAD SOUTH WINDSOR rCT 06074-0000 8730L009 9 SULLIVAN AVENUE JET LINES INC c/o BUCKEYE PIPE LINE TAX DEPT. P.O.BOX 56169 HOUSTON 77256 87000405 405 STRONG ROAD KEHOE CHARLES F 405 STRONG ROAD SOUTH WINDSOR 06074-0000 412 STRONG ROAD SOUTH WINDSOR 06074-0000 87000412 412 STRONG ROAD FESKO EDWARD A JR 47701390 1390 JOHN FITCH BLVD RNDB LLC PO BOX 185 SOUTH WINDSOR CT 06074-0000 4770R024 24 JOHN FITCH BLVD SOUTH WINDSOR TECHNOLOGIES CENTER INC PO BOX 1132 WESTERLY RI 02891-0000 87000630 630 STRONG ROAD SMITH SHERYL E 630 STRONG ROAD SOUTH WINDSOR CT 06074-0000 i 87000374 374 STRONG ROAD PLOURDE CARLINE TR 90 BAYBERRY TRL SOUTH WINDSOR CT 06074 0000 87000290 290 STRONG ROAD $ ' MCARTHUR ETHAN D 290 STRONG ROAD SOUTH WINDSOR CT 06074-0000 87000413 413 STRONG ROAD Q&E LLC 20 FARM HILL RD WEST HARTFORD CT 06107-0000 87000318 318 STRONG ROAD HARRIS CRYSTAL L&LIONEL 318 STRONG ROAD SOUTH WINDSOR CT 06074-0000 9360L003 3 WEST ROAD MATTHEW HANNAN 3 WEST ROAD south windsor ct 06074 870OL036 36 STRONG ROAD SOUTH WINDSOR LAND CONS TRUST INC PO BOX 415 EAST WINDSOR HILL CT 06028-0000 8730R010 10 SULLIVAN AVENUE SOUTH WINDSOR TECHNOLOGIES CENTER LLC PO BOX 1132 WESTERLY RI 02891-0000 87000310 310 STRONG ROAD ROY DONALD L 310 STRONG ROAD SOUTH WINDSOR CT 06074-0000 870t040 ' 401R} Nf�;IE?ARC #£ 1 +1 "T' $ SRDA( RAAt? ; .. SOUTH WND I Uit74=I0 870t1R017 :59 ft ,PiGC?tA0 OElL1NpMI S,T`. 43E�:S3N .Rt SOUTH WIPIEIS()R i74=t DOO 12304 CAPTAIN SMITH CT' POTOMAC MD 20854-0000 9360L002 2 WEST ROAD ZAGORSKI CYNTHIA L 1 47701496 1496 JOHN FITCH BLVD 1496 REALTY ASSOCIATES LLC 1496 JOHN FITCH BLVD SOUTH WINDSOR CT 06074-0000 87000724 724 STRONG ROAD SILVESTRI ARTHUR V&CiNDY J 724 STRONG ROAD SOUTH WINDSOR CT 06074-0000 87000756 756 STNG ROAD SOUTH WINDSOR LAND CONS TRUST INC PO BOX 415 EAST WINDSOR HILL CT 06028-0000 RO 1 87ttOti4 2- a"S i ROfip - l UL1td JAMS T; s 43 `5TJtOAI kOAl7 SOUTH hfiNEiS{ R it f i i07d={1Qt3t# $7t)t }58G Sao""", iN RC�A;p U #t JAMS 4$�?STRONG IkOAD�K SC311 H WtiNbSCI�R' CT 4 74=flfl01 585 STRONG ROAD BEAULIEU KEITH&ANDREA 585 STRONG ROAD SOUTH WINDSOR CT f4�OQtro -- In N 01HES 0 S� # ® IRP0 <1 9 US POSTAGE R - 02 1P $ 005.600 197 SCOTT SWAMP ROAD 9489 0090 0027 6068 7644 54 °- 0001202896 FEB 01 2019 FARMINGTON, CT 06032 MAILED FROM ZIP CODE 06032 f , SHERYL E. SMITH 630 STRONG ROAD SOUTH WINDSOF NIXIE 061 D 1 .9002 20 19 I RETURN TO SENDER I UNCLAlME0 ' UNABLE TO FORWARD LINC BC: 06032314997 -0344- 09269-01_42 06032>3149 a �ls alljj�l��!# �1a1} 1'� I iSltilll 41-11fl plillill l� ll1 N V �� a U * as U$POSTAGE 197 SCOTT SWAMP ROAD ��—y 0001 202896 $ 005FEB �6®� 2019 FARMINGTON, CT 06032 9489 0090 0027 6068 7643 79 MAILED FROM ZIP CODE 06032 KEITH &ANDREA BEAULIEU I E e f,1 DE .1. 0 � JwO,_"1.,9 585 STRONG ROAD RETURN 06074 -UNCLAIMED _ SOUTH WINDSOR, CT U N A21 L E TO FORWARD BC: #+60323.14997 ! r,y�-�. w,� „l,3f�1s311+$1 j Jtl5-1 1s13is x.�i�s611rss.&s1 ,�11,i1 1�l rausn ��3i-ra VOwft in � ' ;USS POSTAGE N*IRP $ 005 600 197 SCOTT SWAMP ROAD LL 0001202896 F E B 01 2019 FARMINGTON, CT 06032 9489 0090 0027 6068 7644 23 MAILED FROM ZIP CODE 06032 CRYSTAL L. & LIONEL HARRIS 2-� 318 STRONG ROAD 1 SOUTH WINDSOR, CT 06074NIXIE 061 DE I tINCI AIMED LINABLE TO FORWARD UNC SC. 060323'!4997 *0344-09265 -0 - 42 3 i'#.9.3ii.i,;Ii..,4lsllils 3.;; !I1f#.&IIsI lfiil#t'I, 311i1 I i�#stisi 3 f=h � � � !f #' #"#f# I #liii fii i'ii 1i 3'ii'! 1! ft 14 # t# # N n y6pWE$ t CL US POSTAGE 14- ® 02 1 P $ 005.600 197 SCOTT SWAMP ROAD J u`. ' 0001 202896 F E B 01 2019 6068 7645 08 ' MAILED FROM ZIP CODE 06032 FARMINGTON, CT 06032 9489 0090 0027 i 388 STRONG ROAD ASSOCIATES LLC 653 MAIN STREET0007 /20 # SOUTH WINDSOR --N E > 'T`URN TO SENDER I LINABLE TO FORWARD � UNC SC"_ 06032314997 * 0344 .09Z 3-0 .42 a -, Y:,i# #0,19 ii#. SI,' E is 41#.I i#7;31i#.€i81s3j it f o1Q03Z>S14 4j" i'i#' i!'i "ii""" `9 t i#'i'## i'ii !# #:# iIfi° y 4 �" s N �eoms i+ lm m I? k„ US POSTAGE T a OAD a -• 02 ,P $ 005.600 ::T 06032 9489 0090 0027 6068 7644 30 LL. 0001202896 FEB 01 2019 so MAILED FROM ZIP CODE 06032 2 _ -2 ETHAN D. MCARTHUR 290 STRONG ROAD SOUTH WINDSOR, CT E 0 61 DE 1 0 0 9 2 `r 2 s"` 2. .RZTjR N TO SENDEFR sip:' Ar U AS 4 P� TO P R AR D 0 6 k!3 Z s 3 1 4 9 iia� t'1li���'��1'l1lpl Ill 11111111Ill UNITEDSTATES _ POSTAL SERWE Bulk Proof of Delivery Table of Contents for 2019 Mailer: HRP ASSOCIATES - Mailer ID: 901 134 152 Page 1 Label ID Delivery Date/Time Recipient File Identifier 9489 0090 0027 6068 7642 49 02/15/2019 at 11:18 am M FERRARI pod0218190001 9489 0090 0027 6068 7642 70 02/11/2019 at 02:44 pm L LOFTON pod0218190001 9489 0090 0027 6068 7642 94 02/11/2019 at 08:30 am p0d0218190001 9489 0090 0027 6068 7643 00 02/06/2019 at 06:59 am p0d0211190001 9489 0090 0027 6068 7643 17 02/04/2019 at 11:11 am pod0211190001 9489 0090 0027 6068 7643 24 02/02/2019 at 10:59 am p0d0204190001 9489 0090 0027 6068 7643 31 02/04/2019 at 11:11 am p0d0211190001 9489 0090 0027 6068 7643 48 02/04/2019 at 03:23 pm pod0211190001 9489 0090 0027 6068 7643 55 02/04/2019 at 01:44 pm pod0211190001 9489 0090 0027 6068 7643 62 02/04/2019 at 11:59 am pod0211190001 9489 0090 0027 6068 7643 86 02/04/2019 at 01:26 pm pod0211190001 9489 0090 0027 6068 7643 93 02/04/2019 at 12:04 pm pod0211190001 9489 0090 0027 6068 7644 09 02/04/2019 at 01:39 pm pod0211190001 9489 0090 0027 6068 7644 16 02/04/2019 at 04:33 pm pod0211190001 9489 0090 0027 6068 7644 47 02/07/2019 at 02:10 pm pod0211190001 9489 0090 0027 6068 7644 61 02/04/2019 at 11:05 am pod0211190001 9489 0090 0027 6068 7644 78 02/08/2019 at 10:30 am pod0211190001 9489 0090 0027 6068 7644 85 02/04/2019 at 09:16 am pod0211190001 9489 0090 0027 6068 7644 92 02/04/2019 at 11:16 am pod0211190001 9489 0090 0027 6068 7645 15 02/02/2019 at 11:19 am pod0204190001 9489 0090 0027 6068 7645 22 02/07/2019 at 03:12 pm pod0211190001 9489 0090 0027 6068 7645 39 02/02/2019 at 11:16 am pod0204190001 9489 0090 0027 6068 7645 46 02/02/2019 at 01:32 pm pod0204190001 9489 0090 0027 6068 7645 53 02/04/2019 at 12:30 pm pod0211190001 9489 0090 0027 6068 7645 60 02/06/2019 at 02:03 pm pod0211190001 9489 0090 0027 6068 7645 77 02/04/2019 at 12:07 pm pod0211190001 9489 0090 0027 6068 7645 84 02/02/2019 at 11:13 am pod0204190001 9489 0090 0027 6068 7645 91 02/04/2019 at 11:05 am pod0211190001 9489 0090 0027 6068 7646 07 02/04/2019 at 11:56 am pod0211190001 9489 0090 0027 6068 7646 14 01/26/2019 at 10:21 am pod0128190001 9489 0090 0027 6068 7646 21 01/28/2019 at 12:27 pm M FERRARI pod0204190001 9489 0090 0027 6068 7646 38 01/28/2019 at 03:13 pm pod0204190001 9489 0090 0027 6068 7648 29 01/02/2019 at 12:12 pm Recipient Name missing. pod0107190001 9489 0090 0027 6068 7648 50 01/07/2019 at 11:16 am M FERRARI pod0114190001 9489 0090 0027 6068 7648 67 01/23/2019 at 10:47 am M FERRARI pod0128190001 9489 0090 0027 6068 7648 74 01/24/2019 at 11:43 am M FERRARI pod0128190001 UNITED STATES — • t"OSTAL SERVICE Bulk Proof of Delivery Table of Contents for 2019 Mailer: HRP ASSOCIATES - Mailer ID: 901 134 152 Page 1 Label ID Delivery Date/Time Recipient File Identifier 9489 0090 0027 6068 7643 00 02/06/2019 at 06:59 am pod0211190001 9489 0090 0027 6068 7643 17 02/04/2019 at 11:11 am pod0211190001 9489 0090 0027 6068 7643 24 02/02/2019 at 10:59 am p0d0204190001 9489 0090 0027 6068 7643 31 02/04/2019 at 11:11 am p0d0211190001 9489 0090 0027 6068 7643 48 02/04/2019 at 03:23 pm p0d0211190001 9489 0090 0027 6068 7643 55 02/04/2019 at 01:44 pm p0d0211190001 9489 0090 0027 6068 7643 62 02/04/2019 at 11:59 am p0d0211190001 9489 0090 0027 6068 7643 86 02/04/2019 at 01:26 pm p0d0211190001 9489 0090 0027 6068 7643 93 02/04/2019 at 12:04 pm pod0211190001 9489 0090 0027 6068 7644 09 02/04/2019 at 01:39 pm pod0211190001 9489 0090 0027 6068 7644 16 02/04/2019 at 04:33 pm pod0211190001 9489 0090 0027 6068 7644 47 02/07/2019 at 02:10 pm pod0211190001 9489 0090 0027 6068 7644 61 02/04/2019 at 11:05 am pod0211190001 9489 0090 0027 6068 7644 78 02/08/2019 at 10:30 am pod0211190001 9489 0090 0027 6068 7644 85 02/04/2019 at 09:16 am pod0211190001 9489 0090 0027 6068 7644 92 02/04/2019 at 11:16 am pod0211190001 9489 0090 0027 6068 7645 15 02/02/2019 at 11:19 am pod0204190001 9489 0090 0027 6068 7645 22 02/07/2019 at 03:12 pm pod0211190001 9489 0090 0027 6068 7645 39 02/02/2019 at 11:16 am pod0204190001 9489 0090 0027 6068 7645 46 02/02/2019 at 01:32 pm pod0204190001 9489 0090 0027 6068 7645 53 02/04/2019 at 12:30 pm pod0211190001 9489 0090 0027 6068 7645 60 02/06/2019 at 02:03 pm pod0211190001 9489 0090 0027 6068 7645 77 02/04/2019 at 12:07 pm pod0211190001 9489 0090 0027 6068 7645 84 02/02/2019 at 11:13 am pod0204190001 9489 0090 0027 6068 7645 91 02/04/2019 at 11:05 am pod0211190001 9489 0090 0027 6068 7646 07 02/04/2019 at 11:56 am pod0211190001 9489 0090 0027 6068 7646 14 01/26/2019 at 10:21 am pod0128190001 9489 0090 0027 6068 7646 21 01/28/2019 at 12:27 pm M FERRARI pod0204190001 9489 0090 0027 6068 7646 38 01/28/2019 at 03:13 pm pod0204190001 9489 0090 0027 6068 7648 29 01/02/2019 at 12:12 pm Recipient Name missing. pod0107190001 9489 0090 0027 6068 7648 50 01/07/2019 at 11:16 am M FERRARI pod0114190001 9489 0090 0027 6068 7648 67 01/23/2019 at 10:47 am M FERRARI pod0128190001 9489 0090 0027 6068 7648 74 01/24/2019 at 11:43 am M FERRARI pod0128190001 - - --- -- a-- ' '-•'-'•-'V• "' ' •�" a--eu a uu au uud a uuuu e u e., 9489 0090 0027 6068 7645 39 948950090�0027 6068 7643 24 9489 0090 0027 6068 7645 46 9489 0090 0027 6068 7643 17 9489 0090 0027 6068 7645 53 9489 0090 0027 6068 7643 00 9489 0090 0027 6068 7645 60 sk°s i 9489 0090 0027 6068 7645 84 F 9489 0090 0027 6068 7645 ,77 m ' 9489 0090 0027 6068 764522 , 9489 0090 0027 6068 7645 15 9489 0090 0027 6068 7645 08 9489 0090 0027 6068 7644 92 9489 0090 0027 6068 7644 85 9489 0090 0027 6068 7644 78 9489 0090 0027 6068 7644 61 9489 0090 0027 6068 7644 54 9489 0090 0027 6068 7644 47 9489 0090 0027 6068 7644 30 �T 9489 0090 0027 6068 7644 23 9489 0090 0027 6068 7644 16 9489 0090 0027 6068 7644 09 9489 0090 0027 6068 7643 93 9489 0090 0027 6068 7643 86 9489 0090�0027 6068 2643 v79 9489 0090 0027 6068 7643 62 9489 0090 0027 6068 7643 55 9,,4&9 0090 0027 6068 7643 48 Memorandum To: Michele Lipe; Director of Planning From: Pam Oliva, Zoning Enforcement Officer Date: 3/6/19 Re: Redland Brick I have reviewed my enforcement file regarding the Redland Brick Company at 1440 John Fitch Boulevard. The following is a brief outline of the file. 6/13/16 - Police report from call from Virginia Bamber regarding noise from the site. Found the noise was coming from inside the warehouse. 8/9/16 - Complaint form from Mr. Poulin (430 Strong Rd) regarding excessive dust. 9/8/16 - Memo from Jeff Folger to Redland Brick recapping a meeting that day regarding excessive dust. Reminded company to apply water to the roads. 9/12/16 - Email conversation between yourself and Mrs. Bamber regarding beeping noise from Redland Brick. 9/16/16 - Email conversation between myself and Police Dept. regarding noise complaints for 1440 John Fitch Blvd. Police records show 3 complaints (8/22, 9/7 and 9/1 1 ). The police spoke to an employee on 8/22, but found the other 2 complaints unfounded. 3/9/18 - Letter to you from Mr. Poulin regarding his history of dealing with the Town about his property. 6/11/18 - Email complaint from Mr. Poulin regarding dust on his property. 6/12/18 - Email complaint from Mr. Poulin regarding dust on his property from Redland Brick. 6/13/18 - Letter from myself to Redland Brick recapping meeting from 5/22/18 concerning ways to mitigate dust. Folger, Jeffrey From: Kramer, MaryLou <MaryLou.Kramer@ct.gov> on behalf of DEEP FOIA <Deep.FOIA@ct.gov> Sent: Friday, March 8, 2019 3:27 PM To: Folger,Jeffrey Cc: Pagan, Maritza; Thornhill-Moody, Selena; Dougherty,Jamie; Rowe-Johnson, Sharon Subject: FW: FOIA request - 1440 John Fitch Blvd., South Windsor, CT (F-19-163 Attachments: FOIA Request - Redland Brick foia_request_form 03-07-2019.doc This responds to your request for public records which you submitted to the Department on March 7, 2019. In response to your request,the Department will search its files to locate the requested records and to determine which, if any, contain privileged information.The search will be conducted as promptly as possible, and you will be notified of the number of documents once responsive records have been compiled. Copying fees are assessed at$ .25 per page. Please be advised that responsive documents exceeding$10.00 will require prepayment. Please note that requested documents will only be provided in the format in which they presently exist. Kindly notify me if you no longer have a need for this information as soon as possible. Please note that the presence or absence of information in the Department's files does not indicate there are or are not violations or environmental problems at a site or facility. If you have any questions in the interim, please feel free to contact me. . Thank you. cc: Jamie Dougherty, Bureau of Air Management, (860-424-3777 or jamie.doughtery@ct.gov) Sharon Rowe-Johnson, Bureau of Air Management, (860-424-3302 or sharon.rowe-johnson@ct.gov Maritza Pagan, (Waste - Bureau of Material Management&Compliance Assurance, (860-424-3095 or maritza.pagan@ct.gov) Selena Thornhill-Moody, Water/Remediation- Bureau of Water Protection & Land Reuse, (860-424-3502 or Selena.Thornhill-Moody@ct.gov Mary L&wKra ne,r Maritza Pagan, (Waste- Bureau of Material Management&Compliance Assurance, (860-424-3095 or maritza.pagan@ct.gov) Selena Thornhill-Moody,Water/Remediation- Bureau of Water Protection & Land Reuse, (860-424-3502 or Selena.Thornhill-Moody@ct.gov Mary LawKra*mer Paralegal Office of Legal Counsel Office of the Commissioner Connecticut Department of Energy and Environmental Protection 79 Elm Street, Hartford, CT 06106-5127 Tel: 860.424.3058 Fax: 860.424.4053 Email: Marylou.1cramer(a agov ****************************************************************************************************************************** *************************** This email, including attachments, contains information that is confidential and may be protected by the attorney/client or other privileges. This e-mail, including attachments, constitutes non-public information intended to be conveyed only to the designated recipient(s). If you are not an intended recipient, please delete this e-mail, including attachments, and notify me. The unauthorized use, dissemination,distribution or reproduction of this e-mail, including attachments, is prohibited and may be unlawful. *************************** From: Folger,Jeffrey [mailto:Jeffrey.Folger@southwindsor.org] Sent:Thursday, March 07, 2019 12:08 PM To: DEEP FOIA<Deep.FOIA@ct.gov> Subject: FOIA request To Whom It May Concern: Attached is a FOIA request for copies of correspondence from DEEP concerning the Redland Brick company at 1440 John Fitch Blvd,South Windsor, CT. Thank you. Regards,Jeff Folger,Town of South Windsor z MOVE YOUR ENVIRONMENT FORWARD TRANSMITTAL To: Michele Lipe Town Planner, Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 From: Darin Lemire, PE Date: March 26, 2019 Subject: Redland Brick Earth Excavation Permit HRP Project No.: RED2008.CE 7 copies Earth Excavation Permit Application Drawings 24"x36" Drawings) copies Site Narrative Delivery: Contents: ® Enclosed Herewith ❑ Invoices ❑ Under Separate Cover ® Prints / Sketches/ Drawings ❑ U.S. Mail ❑ Correspondence ❑ Certified Mail ❑ Change Order ❑ Federal Express ❑ Brochures ® Messenger ❑ Reports ❑ Specifications ❑ Other R..3W was' x3 Copies to: J. Streb, Redland Brick; S. Bloomquist, Red nd Brick . s $pUTr7 t;i Y :in DEPT. HRP ASSOCIATES, INC. 1 197 SCOTT SWAMP ROAD, FARMINGTON, CT 06032 1 PH NF (860)674-9570 1 PAX (860)674-9624 Redland Brick 1440 John Fitch Boulevard South Windsor, CT March 26, 2019 Earth Excavation Permit Application Planning and Zoning Narrative The Earth Excavation Permit Drawing set was revised to respond to comments from Planning and Zoning Commission comments received during the March 12"', 2019 meeting. The engineering plan set was also revised to respond to comments and concerns received from Town of South Windsor Residents. As a result of the comments, HRP revised the Excavation Plan Sheet TP-5 and created two additional drawings (Haul Road Plan Sheet TP 5-1 and Details Sheet Sheet TP-5-2). The Excavation Plan (Sheet TP-5) was revised to reflect the installation of new haul road closer to the clay pit. The new haul road is approximately 100 feet farther north and approximately 25 feet lower in elevation. The excavation plan shows that an evergreen hedge (Thuja Green Giant) trees will be planted along the south end of the existing haul road. The trees will be planted 20 feet on center. The trees have a mature height of 40 feet to 60 feet high with a diameter of 15 feet. The new sheet (Haul Road Plan Sheet TP 5-1) was created to better show the proposed haul road on the south end of the clay pit. The haul road is 20 feet wide and approximately 1,400 feet long. Sprinklers will be added to each side of the road to suppress dust. The sprinklers are situated 10 feet apart along the roadway. The sprinklers will feed by a pump floated in the clay pit pond. The pump will be feed by electricity from the pump house. The new sheet (Details Sheet TP 5-2) was created to show details of the road, tree planting, and site restoration details for site reclamation. The proposed haul road detail shows that the sprinklers will be centered on berms on each side of the road. They are designed to sprinkle road to the center line of the road from each side. The detail shows the dimensions of the berms along the roadway. The berm slopes will be protected from erosion by addition of crushed brick on the surface. o.b 5 IR f Jl�i APPROXIMATE ��������---=� SEQUENCE OF OPERATIONS STOCKPILE ����— `mil `��- , /�`\�`��\ \ \ -\ \�� 1.THIS GEOLOGICAL FORMATION CONSISTS OF SAND AND GRAVEL APPROXIIAA ELY TEN FEET(10')THICK ON TOP OF A LAYER OF 4.RBI WILL STRIP REMAINING OVERBURDEN AND EITHER STOCKPILE IT OR USE IT ELSEWHERE ON ITS PROPEI l �✓ `��- CLAY OVER 100 FEET THICK.MOST,IF NOT ALL,OF THE SAND AND GRAVEL HAS PREVIOUSLY BEEN REMOVED BY EAST AS RECLAMATION MATERIAL. f-- `\ LOCATION �������/ ���y C\`\\\�`\\�\�� \\��\ \ o 2.RTFORD SAND AND GRAVEL,UNDER A SEPARATE PERMIT. 5.RBI WILL REMOVE CLAY AND STOCKPILE IT ON PROPERTY AND IN STORAGE SHEDS. n/ \=- 2.REDLAND BRICK INC.(RBI)HAS MINED FOR MANY YEARS IN AN OPERATION THAT PREDATES ZONING WILL BE Il10N5 IN THE TOWN -� \� \� \�� `'_� EAOF TERLY DIRECTION. 6 AND 7 ARE PART OF THIS EXISTING CLAY PIT.THE MINING OPERATION N1LL 8E IN A WEST TO 6.RBI WILL MAINTAIN 2:1 SLOPES D THE NORTHERN AND SOUTHERN EDGES OF PHASES I AND 7 AND PE EASTERN EDGE OF PHASE 7.THE EDGES OF THESE AREAS N1LL BE REMOVED.RBI WILL MAINTAIN 2:1 SLOPE ON ALL OUTSIDE EDGES OF THE CLAY PIT. 3.RBI HAS ACQUIRED TITLE TO PHASES 1,2,3,4,6 AND 7.RBI ALSO MINED CLAY TO THE NORTH AND SOUTH OF THIS AREA ON RBI PROPERTY.THE CLAY IS USED IN R81'S LONG-STANDING BRICK MANUFACTURING FACILITY.RBI WALL ALSO MINE CLAY ON ITS PROPERTY, 7.AT THE CONCLUSION OF ALL MINING,RBI WILL RECLAIM THE MINED AREA BY SPREADING NOT LESS THAN EXCEPT IN WETLAND AREAS.RBI WILL MAINTAIN A 40 FOOT SETBACK FROM ALL WETLANDS. (4")OF TOPSOIL AND PLANT THE RECOMMENDED SEED MIXTURE.AS THE MATERIAL IN PHASE 6 AND 7 AND REST OF THE CLAY PIT IS REMOVED,IT IS POSSIBLE THAT THE PIT MAY FILL WITH GROUNDWATER AND/OR - ��- STORMWATER.IF THIS OCCURS,AND DEPENDING ON CONDITIONS AT THE TIME,RBI IN ITS DISCRETION WILL E PLANT TO THE WATER'S EDGE OR FILL THE PIT WITH CLEAN FILL TO A DEPTH SUFFICIENT TO MAINTAIN \\-- `-==±ti~ _ =-_-x-Q� CONDITIONS AND THEN PLANT SEED MIXTURE. APPROXIMATE PUMP HOUSE - LOCATION CLAY PIT WITH J�// ACCUMULATED ',I �L✓�� �__ ____ nl IRRIGATION STORMWATER ;;,?:1 == --- ;,, ;;;, ;,.. 1 , SR T _ 00 PUMP SUSPENDED �s 2001 ON FLOATS IN POND MFNr 60.0 - - ��� ' 1 , " / '1A ; PROPOSED 4RnGq ' t'a4��NOyI i i i i l �1 �1 "w HAUL ROAD �� WITH CRUSHED \\\ BRICK SURFACE �I 20'WIDE, -1400' LONG ;) pyq LIMITS OF 2019 \ 9� �Oq� FIELD SURVEY -------------- ------------ II l SWAL D \\ 50 ------ -- ---- „- - ` - -- -- -- ------------------ /%� K ----- _ .� L — —=-- - a, ) 63'-4,1z _ 3 LEASED PARCEL IN FAVOR OF ENETA15�`� ( �,•- / �\ =� \\ "» ���� `� / .r��/ Y. SILVESTRI 4I��� IIIIIIIIII I I y ��`� ) \C� * *�• \\ i p /\ ) MAP N. // -__N/F JAMES T.POULIN& / l \\�. Or II✓/� USA A.WYLIE �? 1.PROPOSED GRADES SHOWN ARE ESTIMATED BASED ON I I�\ /�/ �- VOL912 PG.297 CLAY REMOVED IN 4 III 1V / / 20 ? CHANGE BASED ON AC AC YEARS;PROPOSED GRADES MAY NAL CLAY NEEDED FOR N/F ROCKPOULW PATRICIA II I Y MANUFACTURE AND ABRJTY TO MINE CLAY. MAP REFERENCE: \�� \\��t��. 6V`�;'J ' 1."WETLANDS MAP PROPERTY OF K-F BRICK COMPANY INC. I I I \ \ / N/F LVNDA TOMEI BUSTO STRONG ROAD SOUTH WINDSOW BY MESSIER&ASSOCIATES. / / VOL93fi PG.132 I \_ 3 2."BOUNDARY&EXISTING CONDITIONS PLAN PREPARED FOR \\ ` ' REDLAND BRICK.INC.STRONG ROAD SOUTH NINDSOR 3 CONNECTICUT"JOB NUMBER 76370 AID SCALE 1"-100' PHASE 800 DATE 10/22/ SHEET 1,2 AND 3 CERTIFIED BY LAWRENDE R.GEISSLER.R,JR.L.S.NO.12327.PREPARED ' BY FUSS&O'NEILL i MANCHESTER CONNECTICUT \ /(/ O 1I I I II 1 / +«> ,-• 3."BOUNDARY SURVEY RESURVEY PREPARED FOR: REDLAND \\ 1 / --�--\\ \ / EXISTING HAUL ROAD i BRICK JOHN FITCH BOULEVARD SOUTH WINDSOR 1 CONNECTICUT"SHEET 1 SCALE:1"-100'JOB NO.86-119 - 1 \ DATE JULY 20,MOOT DRAWING N0.1998/119MARE BY DPI `'11 \ \\\ \ / -\ El RICHARD P.MARTEL DRAWING N0.12882 PREPARED BY OPI , PROFESSIONALS,INC.SOUTH WINDSOR CONNECTICUT. 5 HIGH (MIN.) \ N/F SHERYL E.SMITH `- 4."OVERALL EXISTING CONDITIONS PLAN PREPARED FOR 1\1,11 I \ i I \\ \ EVERGREEN HEDGE VOL1022 PG.138 REDLAND BRICK INC"SHEET VO.1,SCALE 1"-200'DATED /�- \ 10/26/2007 PREPA MANCHESTER CT. RED BY FUSS AND O'NEILL OF , REVISIONS DESIGNED: SCALE: NO. DATE DESCRIPTION ONN >.. EJD 1"=80' REDLAND BRICK INC. SHEET r G ' I'dIlEp 1 2 0312612019115/2019 REVISED REVISED FOR RP019PER UPDATED SURVEY �CO� .'� /�G� DRAWIN: ISSUE DATE' CLAY QUARRY- KF PLANT 0 49 80' �yo EJD 09/04/2013 EXCAVATION PLAN - F REVIEWED: PROJECT NUMBER: PHASE V� 1 TP ' 197 SCOTT SWAMP ROAD "°EK E FARMINGTON,CT 06032 ' ``_` DMUTRB RED2008.CE 1440 JOHN FITCH BOULEVARD V ' (860)674-9570 NORTH "\,�.`S/ONAL APPROVED: SHEET SIZE: SOUTH WINDSOR, CONNECTICUT HRPASSOCIATES.COM DML 24"06" APPROXIMATE \ 67.5 // / PUMP HOUSE /�� / LOCATION IRRIGATION CLAY PIT WITH PUMPSUSPENDED ACCUMULATED ! ' S APPROXIMATE ON FLOATS IN POND STORMWATER ; STOCKPILE 1 I LOCATION ' 1 ` �` / 200 a w Al CC,g 6 C�N� - GS��S<�F 1 / 60.0 \ ----------- 4" IRRIGATION SUPPLY LINE ----------------- IRRIGATION LINES: / 4 HEADERS @ 1/2 DIAM. BY—700' LONG BEGINNING AT ROAD MIDPOINT, 282 SPRINKLER HEADS ` \\ \ \ PROPOSED --------------- ----------- W ------------------------' / HAUL ROAD ,� ,, — WITH CRUSHED BRICK SURFACE - ------------ � ------ - -v_ 20' WIDE, II—1400' LONG LEASED PARCEL IN FAVOR OF ENETY. SILVESTRI \ \ \\ \ ---=_ ------11 /�Zi AL a ------------- \ -- MAP NOTE: �1 / / \�� \\ \ �.\ \ _-- \\\ \=36�,:� ` 40.0J, 1.PROPOSED GRADES SHOWN ARE ESTIMATED BASED ON 11\ _ J/ • CLAY REMOVED IN 4-6 YEARS;PROPOSED GRADES MAY / /\ \ CHANGE BASED ON ACTUAL CLAY NEEDED FOR J MANUFACTURE AND ACTUAL TO MINE CLAY. MAPMAP RF RFNS 44— F NOTES FOR IRRIGATION 9 1."WETLANDS MAP PROPERTY BRICK COMPANY INC. - \ -= STRONG ROAD SOUTH WINDSOR"' M BY MESSIER&ASSOCIATES. 1. SYSTEM IS DESIGNED FOR 300 GPM AT 40 PSI FROM SOURCE.PRESSURE SHALL BE VERIFIED PRIOR {�t�- - _ __ i 3 TO THE COMMENCEMENT OF WORK. �=�------_48 2.'BOUNDARY&EXISTING CONDITIONS PLAN PREPARED FOR REDLAND BRICK,INC.STRONG ROAD SOUTH WINDSOR 2. FOLLOW ALL MANUFAMRER'S INSTALLATION INSTRUCTIONS. CONNECTICUT"JOB NUMBER 76370 A10 SCALE 1"-100' �+ PHASE 800 DATE.10/22/99 SHEET 1,2 AND 3 CERTIFIED 3. DESIGN IS DIAGRAMMATIC.INSTALLER SHALL FIELD LOCATE ALL ITEMS WITHOUT COMPROMISING THE INTEGRITY OF THIS DESIGN.ANY CHANGES TO THE NUMBER OF HEADS,OR TO THE HYDRAULICS \ \_,^. —��; BY LAWRENCE R.GEISSLER,JR.L.S.NO.12327.PREPARED SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.PIPE ROUTING, / \ \ \ BY FUSS&O'NEILL HEAD AND VALVE PLACEMENT SHALL BE THE RESPONSIBILITY OF THE INSTALLER. MANCHESTER CONNECTICUT _ —4. IRRIGATION INSTALLER IS RESPONSIBLE FOR,BUT NOT LIMITED TO THE COMPLETE INSTALLATION OF �� _ —_— _ _ _-- --64 r J."BOUNDARY SURVEY RESURVEY PREPARED FOR: REOLAND THIS IRRIGATION SYSTEM.FOLLOW ALL APPLICABLE CODES AND LAWS.IRRIGATION WORK TO INCLUDE `\ '�� / ��� — ---- j BRICK JOHN FlTCM BOULEVARD SOUTH WINDSOR ATTACHING TO THE WATER SUPPLY,VERIFYING THE PRESSURE&REPORTING RESULTS TO THE ) _ ---- /l \ /j� — ZZL i CONNECTICUT"SHEET 1 SCALE:1"-100'JOB NO.86-119 GENERAL CONTRACTOR,CONTROLLER INSTALLATION,VALVES,SPRINKLERS,PIPE&WIRE,AND RELATED / / % �— 'RLIS .' B�� —�\ T Rowe --68— 5 DATE JUL Y 20.2000 DRANING N0.1998/119MORT CERTIFIED ITEMS. / \----J )��� ` \ BY RICHARD P.MARIEL UC.NO.12682 PREPARED BY DPI / G ' PROFESSIONALS,INC.SOUTH WINDSOR CONNECTICUT. THE GENERAL CONTRACTOR SHALL PROVIDE CONTRACTORS FOR THE FOLLOWING: I8� 4."OVERALL EXISTING CONDITIONS PLAN PREPARED FOR PLUMBING: 1-4"SUPPLY LINE FROM IRRIGATION PUMP TO SPRINKLER HEADERS BEGINNING AT 9 REDUND BRICK INC"SHEET VO.1,SCALE 1"=200'DATED MIDPOINT OF HAUL ROAD,4-1h"BY-700'HEADERS,282 SPRINKLER HEADS,FOLLOWING ALL CODES. - 2 G 10 28 2007 PREPARED BY FUSS AND O'NEILL OF 3 MANCHESTER,CT. ELECTRICAL POWER WIRE FROM PUMP HOUSE TO IRRIGATION PUMP,FOLLOWING ALL CODES. REVISIONS DESIGNED: SCALE' C+ NOEwdR101 . DATE DESCRIPTION 1a`P""V"IIN a EJD V=40' `OHI � Fs"OFCD NfDr�,3 R�DLAND BRICK INC. 4,�No. 0 DRAWN ISSUE DATE: CLAY QUARRY- KF PLANT NOV6YOVRFNV1RONMfNTFOgw� 0 20' 49 qQ 'gym*� EJD 03/26/2019 HAUL REVIEWED: PROJECT NUMBER: HAUL ROAD PLAN T1 i 197 SCOT T SWAMP ROAD # N0.2 901 FARMINGTON,CT 06032 DMUTRB RED2008.CE 1440 JOHN FITCH BOULEVARD (B60)674-9S 70 NORTH "`^+.`cSS10NPIL ........ SOUTH WINDSOR, CONNECTICUT *, HRPASSOCIATES.COM APPROVED: SHEET SIZE:DML 24"X36" Appl # 19-08P, Redland Brick Earth Removal Special Exception/Site Plan PH 3/12/19 1. Request for a renewal of a five year Special Exception permit to Section 7.16 for an earth removal permit to extract clay on Redland Brick property at 1440 John Fitch Blvd, Industrial and RR zones. 2. The applicant has had two-year permit renewals since 2000; in 2007 the PZC changed the regulations to allow for a five year permit period. The narrative provided by the applicant describing the current operations as well as a copy of the most recent approval from 2014 was included with your packets. 3. The zoning regulations allow removal of earth materials, including clay, as a Special Exception, in conformance to certain criteria, including: • The plan shall provide for proper drainage of the area of the operation after completion; and no bank shall exceed a slope of 1 foot of vertical rise in 2 feet of horizontal distance. • At the conclusion of the operation, or of any substantial portion thereof, the whole area where removal takes place shall be covered with not less than 4 inches of topsoil, and seeded with suitable cover crop. • Except in an industrial district, no stone crusher or other machinery not required for actual removal of the material shall be used. • In passing on such applications, the Commission shall consider the effect of such removal on surrounding property and the future usefulness of the premises when the operation is completed. In the case of removal of quarry stone, and mining operations, the Commission may modify the foregoing requirements where such operations will not endanger public health and safety or be detrimental to the neighboring properties. • Such permits shall be issued for a period not exceeding 5 years beyond the date of Commission approval. • Extension of time or modification of the scope of work originally approved may be granted by the Commission. • The applicant shall post a bond with the Town Treasurer in an amount approved by the Commission after consultation with the Town Engineer as sufficient to guarantee conformity with the provisions of the permit issued hereunder. 4. The special exception criteria of Section 8.7 apply as well. 1 5. The site is currently accessed from Route 5. The plans and narrative indicate that the applicant continues to work it the same area that was permitted five years ago. The plan submitted reflects the existing grades as well as proposed grades over the next five years. 6. As the applicant has referenced and you will hear tonight, there have been some concerns expressed by abutting property owners regarding the operations on the site. We had initially received a few noise complaints related to late night operations that seemed to get resolved in 2016. Our office also received complaints in both 2016 and 2018 related to excessive dust coming from the site during the hauling operations. These complaints were sporadic as the hauling operation onsite has been sporadic. Staff met with Redland Brick the spring of 2018 before operations started to review neighbors' concerns and reiterate the need to control dust from the site. In June of 2018 another complaint was filed related to dust problems. The neighbors also involved DEEP Air Quality unit in their complaints. We have not been able to receive copies of those complaints and would ask the applicant to address their status. 7. This past December staff met again with representatives of Redland Brick, knowing the renewal was pending, to understand what suggesting measures they could take to address these ongoing concerns. To address these specific concerns, the applicant is proposing the following changes to the operations: • Requested permit to pump water with continuous monitoring. This would allow clean water to be discharged into Bancroft Brook and allow for the relocation of the some of the operations to an area further from adjacent properties,; • Cover the haul road with crushed bricks and/or trap rock to minimize dust; The applicant has offered two other measures to address these concerns if warranted, Staff would recommend that the trees suggested toA mitigate the noise and dust be planted at this time and the monitoring to adjust the mining operations based on the weather conditions. 8. As it relates to the last requirement, the applicant has provided a reclamation plan and has on file a restoration bond in the amount of$30,000. Previous approval conditions have stated, "Prior to the start of the restoration, a report shall be submitted to the Environmental Planner and Town Engineer to determine the appropriate seed mix that is comparable to the hydrology on the site." There are regulated wetlands on the site however there are no activities at this time that require an active wetlands permit. If this application is approved, Planning Dept. would request the approval conditions from the previous approval be incorporated into any future approval A 4&t ` `�J► off, C4� a To whom it may concern: My name is Joseph Masciovecchio of 478 Strong Rd and I am writing in response to the article I read on February 20th in the journal inquirer about the noise and dust associated with Redland Brick. There were many exaggerated points in the article and the operations of Redland Brick in my opinion have very minor impacts on the life of the residents on Strong rd. Redland bricks "pit" in discussion is straight back behind my property and though we do hear some normal construction noise during business hours that's the extent of the inconveniences. We are "outdoorsy" people who live outside in our yard during the spring, summer and fall, and we have our windows open all the time for fresh air and we have no issues at all with dust, excessive noise or vibration from the construction equipment. I think it's important to note that Jim poulin is not a resident of strong road and lives on a private drive off strong rd where his home is extremely close to Redland Brick and though he may be experiencing some dust and additional noise due to his proximity to the pit he does not properly represent the feelings from residents on strong rd. I am in full support of the renewal of Redland Bricks 5 year earth removal permit and encourage the town council to allow this business to continue its normal operations that they have been doing for over 100 years. Thank you, Jose Masciovecchio f Date 2/21/19 EXHIB IT B Connecticut Department of ENERGY & ENVIRONMENTAL P R O T E C T i O N NOTICE OF VIOLATIQQI Chn'stiau Lytle,Plant Manager Notice of Violation Number Rcdland Brick,Inc.17930 1440 John Fitch Blvd. South Windsor,CT 06074 The purpose ofthis Notice is to inform you that personnel of the Department cfEnergy and Environmental Protection (DEEP) have made observations or otherwise obtained information indicating that a violation of law has occurred at the propeny located at 1440 John Fitch Blvd.South Windsor,CT.On 8/27/1 8,an inspection was conducted by Alyssa Park of the DEEP Bureau of Air Management.Based Lipon that inspection,it appears that you have failed to control airborne patticulate matter as required by Connecticut Genexal Statutes Section 22a-174 and Section 22a—174-18(c)(2)(A)ofthe Regulations of Connecticut State Agencies. At 9:48AM and 9:58AM,visible particulate matter emanating tram bulldozer activity as part of a clay mining opuation W'a's observed crossing the property line. When you have corrected the violation(s)alleged in this notice,you should submit in writing the details of the corrective action(s). The wbmittal should be made within thirty (30)days on the enclosed Compliance Statement,and sent to the contact person identified below in paragraph D.Until the DEEP has received such a statement,the DEEP will presume you remain in violan‘on. Ifthe violation(s)cannot be corrected within 30 days,provide a schedule of compliance,that includes a timetable,on the enclosed Compliance Statement within 30 days descrihing the actions you will take to correct the violation(s).Your actions in response to this notice,including submission ofthe attached Compliance Statement,may adect the DEEP‘s decision whether or not to take formal enforcement action. A.Other violations may exist;legal obligations.This Notice does not necessarily specify all violations of Connecticut environmental law or violations of any other legal requirements which may exist at the afore-mentioned property.This Notice does not preclude the DEEP or other state,local or federal agencies ham commencing any enforcement action regarding any such violations.Your facility may be inspected again pursuant to law and without additional prior notice to determine compliance with state and any applicable federal law.It is your responsibility to comply with all legal requirements,whether or not the DEEP notifies you ofany violations or takes any enforcement action against you.Nothing in this Notice relieves you ofother obligations under applicable federal,state and local law. B.Enforcement action.Civil penalties ofup to $25,000 may be assessed for each day of each violation under section 22a-175 of the Connecticut General Statutes Notwithstanding the issuance ofthis Notice,the DEEP may seek such penalties and may issue an order,seek an injunction,or take other legal acnon under Chapters 439 and 446C of the Connecticut General Statutes. C.No assurance by Commissioner.No provision ofthis Notice and no action or inaction by the Commissioner shall be construed to consnmte an assurance by the Commissioner that actions you may take to address the violation(s)alleged herein will result in compliance. ofAirD.Staffcontact Management Ifyouat (860)question4244152, any ofthe or by information mail at 79 Elm contained Street, inFiiththis Floor,Notice Iiardord,you may CTcontact06106-5 Rickey 127‘Bcuh‘ard ofthe Bureau 9/w/M Date 79 Elm Street,Hartford,CT 06106-5127 www.ct.gov/deep Affirmative Aciion/Equal Opporiunify Employer Appl 13-2 P,Redland Brick Earth Removal Renewal 2009 aerial 1440 John Fitch Boulevard 1 inch =200 feet swmww v PARCELS l’"TOWN LINE E .2"_-;:.GISm 1 \i (,::£\u.'‘'A 13-27P,Redland Brick Earth Removal Renewal 2012 aerial 1440 John Fitch Boulevard 1 inch =200 feet PARCELS [viii TOWN LINE E Appl .‘UV 2016 wn )‘H —r mg anw’“ %WA9molenamed5mg;V..Eu p mxq m‘ )United states ~cr -Hartford Co.-South Windsor © + 'IU‘J __. @ZOHDMQL"’ 25 m EXHIB IT C SEPT 8 2016 “ Sprinkler Headers Space the sprinklers every 10’and stagger them from one side of the drive to the other (they will hit a coverage area of 26‘3’in diameter at 4O PSI).Just tee into the line evew 10’,attach the rigid risers and attach the sprinkler to the riser.If your water source is 3OOGPM at 40 PSI this should work perfectly (assuming the water source is in the middle).The sprinklers are variable from 0-25 GPH.So from your 4“pump you will go to 4 >1 ‘/1 ”by 750’headers with 76 sprinkler heads on each offset by 5'on opposite sides of the road.The flow rate will be adjustable from O to 7600 GPH or 126.66 GPM within the operating range ofthe pump.The flow in each 1 V1 inch header will not exceed 31.66 GPM.The sprinklers will be located on the berms on each side ofthe road. i '/z”x 7rd ’ 1r/2’r 7ra' Per Hca Jr, ILl/Svpplq li’ ® 3 g,.»mgénigl 0R5 u"u= [VPE. 3 wx y .‘' Three-phase Submersible Pumps WACKERSubmersiblePumpsNEUSON aa #‘fakay! Heavy duty submersible pumps for all size jobs No matter how large or small lhe lob,Wacker Neuson‘s threerphase u Slim line design With top discharge emables Operallcn al low submersible pumps offer the versalillly and durability comtraclors meeds for water JeVe‘S fo'ex‘emded periOdS- dewatering om the job sites.This comprehensive family of pumps offers big .BUnHn thermal proiectiom prevemg damage to motor wmdmgg pumps features tar a small pump investment.The heavy-duty line is in the event of dry run situations. capable of handling solids up to ,08 inch (2O mm)and are ideal for lob extra lip seals reduces wear when pumping abrasive materials. a Silicon carbide double mechanical seals run in an isolated oile filled cavity,allowing for seal lubrication,cooling and overall motor protection, I Heavyeduty power cord With stain relioi and special water block insulation system increases durability and motor lite. a Durable high chrome impeller With ductile iron wear plate andsitesneedlnglastanddependabledewatering, Three-phase Submersible Pumps Technical specifications PS3 5503 1205 X 10,20 x 25.71 14 x 13‘75 x 28 PS4 5503 12.05 X 10.20 x 25.71 14 ><13.75 x 28 Please nets:that product availability can vary tram country to country.It is passing that inrormauan /products may not be avairanie in ynur country.More deiaiied rnrormauon on angina power can be round in the operator's manual;the stated power may vary dus to specmc operatrng condrtrons.euorect to arteratrons and errors excepted.Applicable also to illustrations. Copyright o 2o t 9 Wacker Neuson SE. PS2 1503 PS3 2203 PS3 3703 Dimensions L x W x H in 9.25 x 8.50 x 18.82 9.25 X 8.50 X 19.61 11.14 x 9.92 X 24.61 LxWxHShippingin 11x10.5x23 11x10.5x23 13x13x27.75 Diameier Discharge in 2 3 8 Operating weigm in 64 71 121 Shipping weighi lb 75 84 136 Cable iengm fi 50 5O 5O Cable Size AWG 16 16 14 Operating data Total head ft 75.46 66.93 101 .7 DiSCharge capaciiy US gprn 105.7 203.4 219.3 Salids diameter in 0.334 0.334 0.334 Engine /Motor type 60 HZ 3~60 HZ 3~60 Hz 3~ Operating voltage V 220 /440 220 /440 220 /440 Current Fqll Load A 6.1 /3.1 9.8 /4.7 13.4 /6.8 Current Start A 4-2 /21 73 /86 112 /56 at rpm rpm 3,400 3.435 3.41 O PS4 7503HH Dimensions L x W x H in 12.99 X 12,36 x 27,09 L x W x H Shipping in 13 x 12.5 x 31 Diameter Discharge in 4 Operating weight ib 205 Shipping weight Ib 227 Cabie iengtn ft 5O Cable Size AWG 10 Operating data Total head ft 137.1 Discharge capacity US gpm 348.7 Solids diameter in 0.334 Engine/Motor type 60 Hz 3~ Operating voitage V 220 /440 Current Full Load A 25.5 /12.8 Current Start A 226 /1 1 3 at rpm rpm 3,440 3 4 146 146 16B 168 50 50 12 12 124.7 78.74 26042 428 0334 0.334 60 HZ 3~60 HZ 8~ 220 /440 220 /440 19.5 /9.8 19.5 /9.8 162 /81 162 /81 3.430 3.430 Ps4 11003HH 14.69 X 13.78 X 31 .26 14.75 X 14 X325 4 287 293 50 8 167.3 377 0.334 50 HZ 3~ 220 /440 38 /19 297 /149 3.480 *The weight (mass)given above is the operating weight ofthe pump itseif,not inciuding the cabie assembiy. wc_td000041 gblm 10 gechnical Data PS 4 7503HH 0009203 0009204 0008855- 0008860 PS 4 7503HF 0009205 0009206 0008861 - 0008866 PS (3-Phase) PS 4 11003HH 0009207 0009208 0008867— 0008870 0008876 0008877 Series PS 4 11003HF 0009209 0009210 0008871- 0008874 0008878 0008879 Bore 100 (4) 100 /150 (4 /6) 100 (4) 100 /150 (4 /6) Phase 3 3 3 3 Starting Direct Online Method Direct Online Direct Online Direct Online Output kW (Hp)7.5 (10)7.5 (10)11 (15)11 (15) Rated Current A (V) 14.3 (400) 21.0 (400) Maximum m (ft) Head 40 (131)31 (102)49 (159)32.5 (107) Maximum L/min Capacity (GPM) 1400 (370) 2040 (539) 1440 (380) 2440 (645) Maximum psi 60 Pressure 44 73 46 Solid Size mm 8.5 Capacity (in.)(0'3) 8.5 (0.3) 20 (0.8) 20 (0-8) Weight*Kg (lbS-)93 (205)93 (205)‘130 (287)130 (287) Discharge diameter Length x width x height in%12.1 x 10.2 x 25.7 12.1 x 10.2 x 25.7 13 x 12.4 x 27.1 13 x 12.4 x 27.1 14.7 x 13.8 x 31.3 14.7 x 13.3 x 31.3 Operating weight Shipping weight Shipping size (I x w x h) Max.head Max.discharge Max.pressure Solid size capacity Motortype Voltage 575V units are special order only. Current (full load/start) @ 220V @ 440V @ 575V Speed Power Cable length Cable size MC(ER Ps3 5503 PS4 5503 PS4 7503HH PS4 7503HF PS4 11003HH PS4 11003HF in (mm)3 (80)4 (1 00)4 (1 00)4 (100)4 (1 00)4 (100)$ (mm)(305 x 260 x 655)(305 x 260 x 655)(330 x 315 x 690)(330 x 315 x 690)(375 x 350 x 795)(375 x 350 x 795) lb (kg)146 (66)146 (66)205 (92)205 (93)237 (130)267 (130) lb (kg)166 (76)168 (76)227 (103)227 (103)293 (133)293 (133) in 14 x 13.6 x 2s 14 x 13.8 x 28 13 x 12.5 x 31 13 x 12.5 x 31 14.8 x 14 x 32.5 14.8 x 14 x 32.5 (mm)(355 x 350 x 710)(355 x 350 x 710)(33o x 320x790)(330 x 320 x 790)(375 x 355 x 625)(375 x 355 x 925) 3 (m)125 (38)79 (24)137 (42)102 (31)167 (51)107 (32.5) gal/min 260 428 349 549 377 645 (i/min)(985)(1 620)(1320)(2079)(1 427)(2440) psi 54 34,6 60 44 72.7 45.8 in (mm).3 (8.5).3 (6.5).3 (8.5)30.5%p 6(20)i wgi,.6(20) Three phase Three phase Three phase Three phase Three phase Three phase60HzSOHZ60Hz60Hz60HZ60Hz 220v 440v 220v 440v 220v,440v 220v,440v 220v,440v 220v,440v 575v §575v 575v 575v 575v Standard Package Submersibie Pumps Three Phase PS3 5503 PS4 5503/7503HH/7503HF PS4 11003HH/11003HF Please refer to 0ur Price List and Ordering Guide for complete accessory informatton. 19.5/1 62 19.5/1 62 25.2/226 25.5/226 38/297 38/2979.8/81 9.8/81 12.8/113 12.8/113 19/149 19/1 497.3/62 7.3/62 9.7/85 9.7/85 14.3/1 20 14.3/1 20 rpm 3430 3430 3440 3440 3460 3460 hp(kmn 725(55)75;@.m 03065 10(75 H15(11)i 5(10 gg 6(no 50(1a 50(15 50(15 3:05)50(1m 50(1& awg 1 2 1 2 1 0 1 o 6 8 (mini)(3.5)(3.5)(5.5)(5.5)(8)(8) I a$WwmW$§¥y ‘3 Mode)Guide includes electrical supply cable,PS =Submersible pump,3 or 4 =Discharge diameter inoperator’s manual and parts book.inches,5503,7503 and 11003 =Puwer in Watts (three- phase units),HH,HF =High head,High flow >>> J/7082152007/L9tuwayou Goes Sdi/Piittu0rnng Mkare Group Specifications may change due t0 continuous product development. [_ l_ www.wackergroup.com roTAL meters H540fee!Three Phase Submersible Pumps performance curves 0 0 P$4HDO3NH H6 \\l\ §§ x \\\ P535503i i \ i i ‘.7636.5 gpm 0 50 100 150 200 250 300 35D 400 450 500 550 500 550 Wino .E5;i 9'10 7'50 1600 12'50 1500 17'50 '22'50 25'00moo Fal'mTelf Customer ID:8890156 Quote Number:939276 Corporate Otfices Dismbutian Genie! 1595 John Filch Blvd,South Windsor CT 060741440FieldofDreams'Way,Dyersville.v IA 52040 Phone:1.600 327.6835 -International Phone 860 289 7261Fax:1 800.45'7 asa7 .Internavonal Fax;sea-$9.471 1'Websfle:www.'FarmTeklcom QUOTE Page:1 of 1 Quote To: STEVE BLOMQUIST STEVEN D BLOMQUIST 1440 JOHN FITCH BLVD SOUTH WINDSOR CT 06074-1036 UNITED STATES Phone:86068081 77 STEVE.BLOMQUIST@REDLANDBRICK.COM Sales Person:GEORGIA KOROVILAS Faxz 800-457-8887 GKOROV/LA S@FARM TEK COM Line Pan Description Ship To: STEVEN D BLOMQUIST 1440 JOHN FITCH BLVD SOUTH WINDSOR,CT 060744 O36 Date:3/20/201 9 Expires:4/1 9/201 9 Quote Total 953.92 USD Unit Price.Ext.Price''IExpected Qty Ext.P 1 Description 1‘)FREIGHT rice 1.95 885.00 56.97 0.00 11.95 953.92 Lines Totai Total Taxes Line Misceiianeous Charges Quote Misceiianeous Charges Quote Total 1 WF4070 360D SPRINKLR EMI‘l‘FER 3 a 1.69 405.60 2 AC27OO RIGID RISER TUBE 1/2”MNPT ADPT fat:24%!)1‘29 309.60 3 WF1020 3/4 Y-FILTR W/POLY SCRN &S/O 2.00 18.95 37.90 Sales Ki! ------------Kit Components -----------~ Kit Seq.Pan Number Description Qty Per 3.001 WF1023 3/4 Y-FILTER W/POLY 1.00 EA 3.002 112066 3/4"IN-LINE SHUT-OFF 1.00 EA 6 112244 2-DIAL DIGITAL TIMER BATTERY OPERATED 2.00 65.95 131.90 QUOTE -Misceiianeous Charge - Va!ve adjusts flow and coverage‘ Features -Choice of spray pattems.-Threaded for installation on Rigid Risers. -UV stabilized materials for long life. Applications Home and landscaped gardens.Vari-Mist'“is Sdeal for adjusting overhead watering of plants in hanging baskets. Va ri-JetTM Specifications Anielco irrlgatlon equipmenl ~USA catalog -2014 -www.antelco.(om SPRAY PA'ITERN BASE CAP COLOR PART NUMBER PACK QUANTITY PACKS PER CARTON CARTON (lbs) 350“x 18 hole Black 10’32 UNF Black 13145 50 50 1601180”fan Black10-31 UNF Black 13125 50 50 164290"fan Black 10-32 UNF Biack 131 1 5 SO 50 16.0MistBlack10-32 UNF Black 13195 5U 5O 16.2 Performance aso'x 18 Mist 180“90"'Minimum Opening Size 0,02”0.05'0.06-oios~ BASE & ORIHCE sl2E PRESSURE (psi) FLow (gph) DIAMETER or THRow (f!) RADIUS OF THROW (ff) STANDARD BASE MAX 0.06” 10 is 2o 25 30 o-15.7 o—21.o o-24.5 o 28 o o:3I.o o-1ar4 0-216 o»25.7 o 25 7 0:26.;é‘ o »6‘7 o »3,1 o »9.5 o -10.1 o -10 a o -5.4 ,8.1 o -9.4 o -9.8 0 r io 3 MIST BASE MAX 0.014' 10 15 20 25 30 o -4.0 o -5.0 o -5.9 o-6.6 0-7,4 o -3.0 o -2.5 o-2.9 0-2.5 o’2.6 -Minimum opening size rm am and Cap given xo assisr nmarion seimion.aimed ngmes indmie a change or performance 1mm spray m mm. DIMENSIONS ASSEMBLED UV STAEILIZED MATERIAL EASE/CONNECHON TVPE HEIGHT 2.0' WIDTH 0.9" CAP acefal BASE acetai lnlet:10-32 UNF THREAD lnlet:TAPER ii 6WEIGHT(approx)0.14 oz Dimensions vary siighuy depending on seieriea base and cap assembiy Water Flow Chart #1 The chart below takes into consideration the potential damage from hydraulic hammer (shock)and noise considerations due to excessive fluid velocity. You can flow more than what is shown in the chart (see Chart #2 below)however,youmaywnintoproblemsifyoud0. Assume ”Hiah 1 Pressure”PEAK ilow. About l8f/'s llou velocitv‘ Assume Gravity to Assume Average-Low Pressure.About Pressures (ZO-IOOPSI)6f/s flow velocity,also About 12f/s flow suction side of pump velocity Sch 4O Pipe Size ID (range)OD GPM :GPH miniimal(wth I (witliminimal pressum loss pressure loss 61mm).&noise) GPM mi‘nimal(vim (withminimal GPH pressure pressure losslogisg&noise) 1/2".50- .60".85”7 gpm r420 gph 14 gpm 840 gph 3/4".75— .85"1.06"llgpm 660 gph 23 1,410 gpm gph I"1.00— 1.03"1.33”16gprn 960 gph 37 2,220 gpm gph 1.25"1.25- 1.36"1.67"1,500 i 25 gpm r gph 62 3,750 gpm gph 1.5”1.50- 1‘60"1.90"35 gpm i 2100 gph 81 4,830 gpm gph 2,.1.95— 2.05”2.38"55 gpm ‘3300 gph 127 7,650 gpm gph 2.5”2.35— 2.45”2.89”480080gpmgph 190 11,400 gpm gph 3"2.90- 3.05"3,50"140 '8400 gpm ‘gph 273 16,350 gpm gph 4y.3.85- 3.95”4.50"240 14,400 gpm ‘gph 480 28,800 gpm gph 5n 4.95- 5.05"5.563”380 v 22,800 gpm gph 750 45,000 gpm gph 6.,5.85- 5.95"6.61"550 r 33,0001gpmgph 1100 66,000 gpm gph 8"7.96"8.625"950 “5‘7 000 g'p'm gpL 1900 114,000 gpm gph GPM v GPH (“uhmi'xczmt t 1mmmi u tun-55m um p s r n 21 gpm w a i 1,260 1 gpli “a6 gpm i 2.160 gph 58 gpm i :3 ‘10 igph 100 1 5.940 gpm i gph 126 ‘7.560 gpm gph 200 3 12.000 gpm j gph 300 i 17.550 gpm gph 425 i 25 650 gpm 1 gplt 700 ;42.000 gpm 1 gph 1 100 1 66.000 gpm ‘gph 1700 1 102.000 gpm :gph 2800 :168.000 gpm 1 gph .mZO_._.<mmmOwz.xm._.<\swZEDOm<mm<._.z<.EQZ<wz_z=2ul...m0xUDE.m1...It;Qm>xmmm0mmDmm_>2<mOuoz<mDUUO><Qzmmmwz_mm._.<\$m.E_._..5_>_n:mEE.ml._.62590..m0;:mmkOZ:mmD.w2_mm._.<>>m0muz<Hmz_Iu<mom._<_._._z_QZ<Qmmmk<§<m¢<‘m_>:._.mlh$0..dmk<mmuwZEm20m”—...mDQmZmOmE<m__._._.mUDQmxO._.QmmD>._m._.<_om_>=>=mm.535.VGDE.mm...<>>wl._.oz<no.5.535.>._._>_._.U<~mQ<Om._3<Iwz_2:>_mO\GZ<<mm<._.2<JEQm><m23ZO._m><m._.hZmEEDUmOFmaaE<mlkZ_m4m<>mmwm0m_.520>Z<u:agwuEoEwEmuhoEmw£=o~m5we“3:3.>cm$0Eno;v~FEES:oEmnmELouw3m=m>mas=2?“no.=<.uuwmo.tum3.282ua=n.._mucm33w:mm3m:ucm3.;co39.ma“mas.v.85.325<.ugcEEmma33EtaumummEE3mtg?ucmMama>=aum:o.580“was.3EcouwumubmmEzuum3vwamwb““3.*ouctotcoS....mE3.:mEmtm\:o3nwuxm_m_uwnmEgmaduv.xutmv:m_vwm~aao-¢.nZO_._.<U_.Ea<umZOEbDEhZ.wO._x035.mmh<§m WORKPLACE EXAMINATION —QUARRY/PIT 3O CFR 56/57.18002 DATE:EXAMINERS SIGNATU RE:PLANT: AREAS TO BE EXAMINED:\l =ok,x =needs corrective action,n/a =not applicable (explain in comments section) D Roadwavs/Ramps —Ruts,debris,traffic control signs D Berms —Mid axle height,strength to impede vehicle D Highwalls—Ha1ards at top edge,back break,No loose material on face or evidence of sloughing D Drilling —Drill positioned perpendicular on stable ground D Dust Controls,drilling wet,personal protective equipment D Fall restraints provided and used by driller (when needed) [j Loading—Loader perpendicularto wall on stable ground:Driver remains inside haul unit D Crusher/dump point —Berms,bumper block signaling device D Mechanical device to handle blockage D Safe access to areas where maintenance is required D Sumps —Barricaded or bermed to impede vehicle access D Safe access to pumps where maintenance is required D Lifejackets provided and used (when necessary) COMMENTS:[PLEASE LIST CORRECI'IVE ACTIONS AND CORRECTIVE ACFION DATES) WORKPLACE EXAMINATION —QUARRY/PIT 30 CFR 56/57.18002 DATE:EXAMINERS SIGNATURE:PLANT: AREAS TO BE EXAMINED:\I =0k,x =needs corrective action,n/a =not applicable (explain in comments section) E Roadways/Ramps —Ruts,debris,traffic control signs surface coating and moisture control B Berms —Mid axle height,strength to impede vehicle D Highwalls —Hazards at top edge,back break,No loose material on face or evidence of sloughing D Drilling —Drill positioned perpendicular on stable ground B Dust Controls,drilling wet,personal protective equipment D Fall restraints provided and used by driller (when needed) E Loading—Loader perpendicular to wall on stable ground:Driver remains inside haul unit E Crusher/dump point —Berms,bumper block signaling device E Mechanical device to handle blockage E Safe access to areas where maintenance is required D Sumps —Barricaded or bermed to impede vehicle access D Safe access to pumps where maintenance is required a Lifejackets provided and used (when necessary) COMMENTS:(PLEASE LIST CORRECTIVE ACTIONS AND CORRECTIVE ACTION DATES) Date: Model: Company: Where Serviced: VOLVO TRUCK/PIT INSPECTION ELECTRICAL MAINTENANCE BACKLOG— Number ofLoads Hauled Today: Supervisor Signature: u Report any B.O.(Bad Operational)condition of above items to your supervisor. Form#F75 10FQ12B Rev.08/04/09 Operator’s Signature: ITEM PRE-SHIFT INSPECTION BEFORE OPERATING OK BO COMMENTS*SEAT BELTS*BACK-UP ALARM*BRAKES (service,secondary,parking)*LOW AIR PRESSURE*STEERING M1 Pins (Hoist cylinder and body with retainers) M2 Fluid Leaks (fuel,coolant,engine oil,transmission oil,hydraulic oil,steering,converter) M3 Lights (head,tail,clearance,hazard,panel)M4 Fire Extinguisher (portable)M5 Glass/Mirrors M6 Horn (does it work?) M7 Windshield Wipers M8 Heater/Air Conditioner M9 Grab lrons/Steps/Ladders M10 Frame Cracks/Bed Cracks/Nose Cone Assembly M ll Clean Working Place M12 Drain Air Tanks (main,secondary,governor)M13 Operator’s Seat M14 Suspensions M15 Doors M16 Exhaust System M17 Air Cleaners (Are they plugged?)M18 Hoist Cylinders (hard to pump)M 19 Fuel Level*Circle if service is needed no yes*Cheek berm height*Check potential of cave—ins on high walls &stock pile*Check conditions of haul roads*Check storm water runoff*Check work area and all equipment El Slow Going Uphill When Loaded E2 Gauges and All Other Warning Devices E3 Starter E4 Switches DATE: MODEL: COMPANY: WHERE SERVICED: VOLVO TRUCK/PIT INSPECTION FORM #F7510FQ12B Revised 3—22-2019 ITEM PRE-SHIFT INSPECTION BEFORE OPERATING OK BO COMMENTS *SEAT BELTS *BACK-UP ALARM *BRAKES (service,secondary,parking)*LOW AIR PRESSURE *STEERING M1 Pins (Hoist cylinder and body with retainers) M2 Fluid Leaks (fuei,coolant,engine oil,transmission oil hyd rauiic oii,steering,converter) M3 Lights (head,taii,ciearance,hazard,panei) M4 Fire Extinguisher (portabie) MS Giass/Mirrors M6 Horn (does it work?) M7 Windshield Wipers M8 Heater/Air Conditioner M9 Grablrons/Steps/Ladders MIO Frame Cracks/Bed Cracks/Nose Cone Assembly M11 Clean Working Piace M12 Drain Air Tanks (main,secondary,governor) Ml3 Operator's Seat M14 Suspensions M15 Doors M16 Exhaust System M17 Air Cleaners (Are they plugged?) M18 Hoist Cylinders (hard to pump) M19 Fuel Level *Circle if service is needed no yes*Check berm height *Check potential of cave-ins on high walls &stock pile*Check condition of haul roads *Check storm water runoff *Check work area and all equipment ELECTRICAL MAINTENANCE BACKLOG E1 Slow Going Uphill When Loaded E2 Gauges and All Other Warning Devices E3 Starter E4 Switches S1 INSPECT ROAD FOR DUST TREATMENT -WATER AS NEEDED Number of Loads Hauled Today:Operator‘s Signature: Report any 8.0.(g ad Q perational)condition of above items to your Year 2018 2017 2016 2015 2014 2013 2012 2011 2010 2009 74 North wall rebuild Redland Brick mining history Days Mined Days Hauled 30 4 73 5 57 8 105 12 107 9 112 17 53 10 55 8 64 22 68 21 DRAFT NPDES PERMIT issued to Location Address: Redland Brick,Inc. 1440 John Fitch Blvd. 1440 John Fitch Blvd. South Windsor,CT 06074 South Windsor,CT 06074 Permit ID: CT0030694 Receiving Water:Unnamed tributary to Bancroft Brook Effective Date: XXXXXXXX Permit Expires:XXXXXXXX Water Body Segment ID: Connecticut River basin segment CT4000-19-1 SECTION 1: GENERAL PROVISIONS (A) This permit is issued in accordance with Section 22a-430(e) of Chapter 446k, Connecticut General Statutes ("CGS"), and Regulations of Connecticut State Agencies ("RCSA") adopted thereunder, as amended, and section 402(b)of the Clean Water Act,as amended,33 USC 1251,et. seq.,and pursuant to an approval dated September 26, 1973, by the Administrator of the United States Environmental Protection Agency for the State of Connecticut to administer an NPDES permit program. (B) REDLAND BRICK, INC. ("Permittee") shall comply with all conditions of this permit including the following sections of the RCSA which have been adopted pursuant to section 22a-430 of the CGS and are hereby incorporated into this permit. Your attention is especially drawn to the notification requirements of subsections(i)(2),(i)(3), 0)(1),0)(6), 0)(8),0)(9)(C), 0)(10)(C),0)(11)(C),(D),(E),and(F),(k)(3)and(4) and(0(2)of section 22a-430-3. Section 22a-430-3: General Conditions (a) Definitions (b) General (c) Inspection and Entry (d) Effect of a Permit (e) Duty to Comply (f) Proper Operation and Maintenance ' (g) Sludge Disposal (h) Duty to Mitigate D 1 (i) Facility Modifications;Notification l 0) Monitoring,Records and Reporting Requirements 3 Z (k) Bypass (0 Conditions Applicable to POTWs (m) Effluent Limitation Violations(Upsets) (n) Enforcement (o) Resource Conservation (p) Spill Prevention and Control (q) Instrumentation,Alarms,Flow Recorders (r) Equalization Section 22a-430-4:Procedures and Criteria (a) Duty to Apply (b) Duty to Reapply (c) Application Requirements (d) Preliminary Review (e) Tentative Determination (f) Draft Permits,Fact Sheets (g) Public Notice,Notice of Hearing (h) Public Comments (i) Final Determination 0) Public Hearings (k) Submission of Plans and Specifications,Approval (0 Establishing Effluent Limitations and Conditions (m)Case by Case Determinations (n) Permit Issuance or Renewal (o) Permit Transfer (p) Permit Revocation,Denial or Modification (q) Variances (r) Secondary Treatment Requirements (s) Treatment Requirements (t) Discharges to POTWs-Prohibitions (C) Violations of any of the terms, conditions, or limitations contained in this permit may subject the Permittee to enforcement action including,but not limited to,seeking penalties,injunctions and/or forfeitures pursuant to applicable sections of the CGS and RCSA. (D) Any false statement in any information submitted pursuant to this permit may be punishable as a criminal offense under section 22a-438 or 22a-131a of the CGS or in accordance with section 22a-6, under section 53a-157b of the CGS. (E) The authorization to discharge under this permit may not be transferred without prior written approval of the Commissioner of Energy and Environmental Protection ("Commissioner"). To request such approval, the Permittee and proposed Transferee shall register such proposed transfer with the Commissioner, at least 30 days prior to the Transferee becoming legally responsible for creating or maintaining any discharge which is the subject of the permit transfer.Failure,by the Transferee, to obtain the Commissioner's approval prior to commencing such discharge(s)may subject the Transferee to enforcement action for discharging without a permit pursuant to applicable sections of the CGS and RCSA. (F) No provision of this permit and no action or inaction by the Commissioner shall be construed to constitute an assurance by the Commissioner that the actions taken by the Permittee pursuant to this permit will result in compliance or prevent or abate pollution. (G) Nothing in this permit shall relieve the Permittee of other obligations under applicable federal,state and local law. (H) An annual fee shall be paid for each year this permit is in effect as set forth in section 22a-430-7 of the Regulations of Connecticut State Agencies. (I) Such activity is consistent with the Water Diversion Policy Act which requires that any person or municipality maintaining a diversion at a rate exceeding 50,000 gallons in any twenty-four hour period shall: (1)Have in effect a valid license issued by the commissioner pursuant to sections 22a-368 or 22a-378a of the General Statutes,or (2)Be exempt pursuant to section 22a-377(b)-1(a)of the Regulations of Connecticut State Agencies. M The permittee shall operate and maintain its collection and treatment system in accordance with the plans submitted with Application No.201704916,and with any approvals issued in accordance with RCSA section 22a-430-3(i)(3). SECTION 2: DEFINITIONS (A) The definitions of the terms used in this permit shall be the same as the definitions contained in section 22a-423 of the CGS and section 22a-430-3(a)and 22a-430-6 of the RCSA. (B) In addition to the above,the following definitions shall apply to this permit: "---"in the limits column on the monitoring table means a limit is not specified but a value must be reported on the DMR. "40 CFR"means Title 40 of the Code of Federal Regulations. "Annual"in the context of any sampling frequency found in Section 5,shall mean the sample must be collected in the month of August. "Average Monthly Limit" means the maximum allowable "Average Monthly Concentration" as defined in section 22a-430-3(a) of the RCSA when expressed as a concentration (e.g., mg/1). Otherwise,it means"Average Monthly Discharge Limitation"as defined in section 22a-430-3(a)of the RCSA. "Daily Concentration" means the concentration of a substance as measured in a daily composite sample,or the arithmetic average of all grab sample results defining a grab sample average. "Daily Quantity"means the quantity of waste discharged during an operating day. "Instantaneous Limit"means the highest allowable concentration of a substance as measured by a grab sample,or the highest allowable measurement of a parameter as obtained through instantaneous monitoring. "LC"means"Lethal Concentration" "LC50" means the concentration of effluent which causes mortality to 50% of the test organisms. Therefore, a 100% limit means that a sample of 100% effluent (no dilution) shall cause no more than a 50%mortality rate. "Lowest Observed Effect Concentration"("LOEC")means the lowest concentration of an effluent or toxicant that results in adverse effects on the test organisms. "Maximum Daily Limit" means the maximum allowable "Daily Concentration" (defined above) when expressed as a concentration(e.g.,mg/1). Otherwise,it means the maximum allowable"Daily Quantity"as defined above,unless it is expressed as a flow quantity. If expressed as a flow quantity, it means"Maximum Daily Flow"as defined in section 22a-430-3(a)of the RCSA. SECTION 3: COMMISSIONER'S DECISION (A) The Commissioner has made a final determination and found that the system installed for the treatment of the discharge,will protect the waters of the state from pollution.The Commissioner's final determination is based on Application No.201704916 for permit issuance,received on June 6,2017 and the administrative record established in the processing of that application. (B) The Commissioner hereby authorizes the permittee to discharge in accordance with the provisions of this permit, the above referenced application, and all approvals issued by the Commissioner or the Commissioner's authorized agent for the discharges and/or activities authorized by,or associated with,this permit. (C) The Commissioner reserves the right to make appropriate revisions to the permit in order to establish any appropriate effluent limitations,schedules of compliance,or other provisions which may be authorized under the Federal Clean Water Act or the CGS or regulations adopted thereunder, as amended. The permit as modified or renewed under this paragraph may also contain any other requirements of the Federal Clean Water Act or CGS or regulations adopted thereunder which are then applicable. (D) This permit takes effect on the first day of the month following the issuance date identified on the signature page of this permit. SECTION 4: GENERAL EFFLUENT LIMITATIONS (A) The permittee shall assure that the surface water affected by the subject discharge shall conform to the Connecticut Water Quality Standards. (B) No discharge shall contain, or cause in the receiving water, a visible oil sheen or floating solids or cause visible discoloration or foaming in the receiving water. (C) No discharge shall cause acute or chronic toxicity in the receiving water beyond any zone of influence specifically allocated to that discharge in this permit. (D) The temperature of any discharge shall not increase the temperature in the receiving water above 85 OF,or in any case,raise the normal temperature of the receiving water more than 4 OF. SECTION 5: SPECIFIC EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (A) The discharge is restricted by, and shall be monitored in accordance with the following table in this section. The wastewater discharge shall not exceed the effluent limitations in this table and shall otherwise conform to the specific terms and conditions listed in the table. The permittee shall comply with the"Remarks"and "Footnotes" noted in the table that follows and such remarks and footnotes are enforceable like any other term or condition of this permit. (B) The wastewaters authorized/approved by this permit shall be collected,treated,and discharged in accordance with this permit and with any approvals issued by the Commissioner or his/her authorized agent for the discharges and activities authorized by or associated with this permit. Any wastewater discharges not expressly identified in these tables or otherwise approved to be discharged by this permit shall not be authorized to be discharged by this permit. (C) All samples shall be comprised of only the wastewater described in these tables. Samples shall be collected prior to combination with receiving waters or wastewater of any other type,and after all approved treatment units, if applicable. Samples and measurements taken for the purpose of monitoring shall be representative of the monitored activity. Collection of permit required effluent samples in any location other than the authorized location noted in this permit shall be a violation of this permit. (D) In cases where limits and sample type are specified but sampling is not required by this permit, the limits specified shall apply to all samples which may be collected and analyzed by the Department of Energy and Environmental Protection("Department")personnel,the permittee, or other parties. Table A Discharge Serial Number:DSN 101 Wastewater Description: Clay pit dewatering wastewater plus incidental runback from dust control sprayingMonitorin Location: 1 (Discharge to Brickyard Pond Monitorin Location Descri tion:Channel/swale connecting the treatment/equalization pond to Brickyard Pond Discharge is to:An unnamed tributary to Bancroft Brook I Dilution: 1:1 In Stream Waste Concentration: 100% FLOW/TIME BASED MONITORING INSTANTANEOUS MONITORING PARAMETER N CODE ET R UNITS Average Maximum Sample Type Instantaneou Sample Type a Monthly Daily Sample/Reporting or s limit or Sample/ or Limit Limit Frequency Measurement re wired Reporting o q z measurement H Acute Aquatic`Toxicity to be reported range Frequency to be reported Daphnia pulex TAA31) % NA NA NR NA LC50>_100 Annual Grab Acute Aquatic'Toxicity Pimephales promelas TAA6C % NA NA NR NA LC50>_100 Annual Grab Aluminum,Total 01042 Flow,Average' 4g/1 NA NA NR NA 0.0307 Annual Grab 4 pII,Da of Sampling 50047 gpd NA NA NR NA 500,000 Annual Average Flow Y P 00400 SU NA NA NR NA 6.0-9.0 Temperature 00011 017 NR NA Annual Grab ✓ Annual NA NA Grab Total Suspended Solids(TSS) 00530 mg/1 NA NA Z--+— NA 1 45 Annual Grab V TABLE A FOOTNOTES AND REMARKS Footnotes: 'For this parameter,the Permitlee shall maintain at the facility a record of the total flow for each day of discharge based on pumping records recorded as required in Table B and shall report the Average Flow for the previous 12 months based only on days on which discharge occurs. This record shall be based on flow estimates using good engineering practices. 2 The first entry in this column is the`Sample Frequency'.If a`Reporting Frequency'does not follow this entry and the`Sample Frequency'is more frequent than Monthly then the`Reporting Frequency' is Monthly.If the`Sample frequency'is specified as Monthly,or less frequent,then the`Reporting Frequency'is the same as the`Sample Frequency'. 7 Minimum Level refers to Section 6(A)(4)of this permit. Remarks: 1.Abbreviations used for units are as follows:gpd means gallons per day;mg/L means milligrams per liter;SU means Standard Units;µg/L means micrograms per liter. Other abbreviations are as follows: NA means Not Applicable;NR means Not Reportable. 2.TSS shall be reported to the nearest 0.1 mg/L. pII shall be reported to 0.1 SU. Mass-based values shall be reported to the level of the permit limit. All other values shall be reported to the level of precision/accuracy reported by the laboratory. 3.Acute toxicity testing shall be conducted in accordance with Section 7(A)of this permit. The LC50 results(in%)for the acute toxicity testing shall be reported on the DMR. NPDFS Permit No.CT0030694 Page 5 W:\Planning Admin\PZC\Redland Brick DEEP reports\NPDES PERMIT 03-22-2019 dg,docx Table B Discharge Serial Number:DSN 001-1A Monitoring Location: 1 (Discharge from the treatment swale Wastewater Description: Clay pit dewaterin wastewater plus incidental runback from dust control spraying Monitoring Location Description:End of treatment swale,prior to the treatment pond Discharge is to:An unnamed tributary to Bancroft Brook Dilution: 1:1 In Stream Waste Concentration: 100% FLOW/TIME BASED MONITORING INSTANTANEOUS MONITORING y PARAMETER NET DMR UNITS Sample Type Instantaneous Sample Type a b CODE Average Maximum Sample/ Monthly Daily Sample/Reporting or limit or Reporting or h Frequency Measurement required 2 measurement Limit Limit to be reported range Frequency to be re orted v Aluminum,Dissolved 01042 ug/1 NA NA NA NA 0.307 Monthly Grab 4 Aluminum,'Total 01042 µg/l NA NA NR NA 0.307 Monthly Grab 4 Duration of discharge Hrs/day NA NA NR NA Footnote 4 Monthly Average Flow,Average' 50047 gpd NA NA NR NA 500,000 Monthly Average Flow Flow,Maximum' gpd pTI,Day of Sampling 00400 SU NA NA NR I NA 6.0-9.0 Monthly Grab Temperature 00011 °F NA NA NR NA --- Monthly Grab Total Suspended Solids(TSS) 00530 mg/1 NA NA NR NA 45 Monthly Grab Turbidity4 00070 n.t.u. 50 50 Weekly NA NA Monthly Continuous TABLE B FOOTNOTES AND REMARKS Footnotes: 'For this parameter,the Permittee shall maintain at the facility a record of the total flow for each day of discharge based on pumping records recorded as required in Table B and shall report the Average Flow or Maximum Flow for the previous 12 months based only on days on which discharge occurs. This record shall be based on flow estimates using good engineering practices. 2 The first entry in this column is the`Sample Frequency'.If a`Reporting Frequency'does not follow this entry and the`Sample Frequency'is more frequent than Monthly then the`Reporting Frequency' is Monthly.If the`Sample frequency'is specified as Monthly,or less frequent,then the`Reporting Frequency'is the same as the`Sample Frequency'. Minimum Level refers to Section 6(A)(4)of this permit. a An automated turbidity meter shall be installed at the outlet of the treatment pond as required in section 9(C)of this permit. An automated alarm shall be included with an audio alarm and electronic notification. Clay pit dewatering shall cease if turbidity exceeds 50 n.t.u.for longer than 30 minutes. NPDES Permit No.CT0030694 Page 6 W:\Planning Admin\PZC\Redland Brick DEEP reports\NPDES PERMIT 03-22-2019 dg.docx Remarks: 1. Abbreviations used for units are as follows:gpd means gallons per day; mg/L means milligrams per liter;n.t.u. means Nessler Titration Units, SU means Standard Units; µg/L means micrograms pc r liter. Other abbreviations are as follows:NA means Not Applicable;NR means Not Reportable. 2.TSS shall be reported to the nearest 0.1 mg/L. pII shall be reported to 0.1 SU. Mass-based values shall be reported to the level of the permit limit. All other values shall be reported to the level of precision/accuracy reported by the laboratory. 3.Acute toxicity testing shall be conducted in accordance with Section 7(A)of this permit. The LCso results(in%)for the acute toxicity testing shall be reported on the DMR. NPDES Permit No.CT0030694 Page 7 W:\Planning Admin\PZC\Redland Brick DEEP reports\NPDES PERMIT 03-22-2019 dg.docx SECTION 6: SAMPLE COLLECTION,HANDLING AND ANALYTICAL TECHNIQUES (A)Chemical Analysis (1) Chemical analyses to determine compliance with limits and conditions established in this permit shall be performed using sufficiently sensitive methods approved pursuant to the 40 CFR 136 for the analysis of pollutants having approved methods under that part unless an alternative method has been approved in writing pursuant to 40 CFR 136.5 or as provided in section 22a-430-30)(7)of the RCSA.Chemicals which do not have approved methods of analysis defined in 40 CFR 136 shall be analyzed in accordance with the methods specified in Section 6(A)(2) of this permit, unless an alternative method has been specifically approved in writing by the Commissioner. (2) All metals analyses identified in this permit shall refer to analyses for Total Recoverable Metal as defined in 40 CFR 136 unless otherwise specified. (3) The term Minimum Level (ML)refers to either the sample concentration equivalent to the lowest calibration point in a method or a multiple of the method detection limit (MDL). MLs may be obtained in several ways: They may be published in a method;they may be sample concentrations equivalent to the lowest acceptable calibration point used by the laboratory; or they may be calculated by multiplying the MDL in a method, or the MDL determined by a lab,by a factor. The MLs specified in Table A represent the concentrations at which quantification must be achieved and verified during the chemical analyses for those noted parameters. Analyses for these parameters must include check standards within ten percent of the specified ML or calibration points equal to or less than the specified ML. (4) The value of each parameter for which monitoring is required under this permit shall be reported to the maximum level of accuracy and precision possible, consistent with the requirements of this section of the permit. (5) Effluent analyses for which quantification was verified during the analysis at or below the levels specified in the Section 5 tables and which indicate that a parameter was not detected shall be reported as "less than x" where 'x' is the numerical value equivalent to the analytical method detection limit for that analysis. If the Permittee is required to submit its DMRs through the NetDMR system, the Permittee shall report the non-detect value consistent with the reporting requirements for NetDMR. (6) Results of effluent analyses which indicate that a parameter was not present at a concentration greater than or equal to the Minimum Level specified for that analysis shall be considered equivalent to zero(0.0)for purposes of determining compliance with limitations or conditions specified in this permit. (7) MLs for certain parameters in Table A may be higher than the corresponding permit limit. With respect to these parameters, if a test method/procedure becomes available that will result in a lower ML than the one noted in Table A,then these lower MLs shall supersede the MLs in Table A. SECTION 7: AQUATIC TOXICITY TESTING (A) ACUTE TESTING REQUIREMENTS. The Permittee shall conduct acute aquatic toxicity testing for DSN 00 1-1 and DSN 002-1 as follows: (1) TEST METHOD: Acute aquatic toxicity shall be performed as prescribed in the reference document Methods for Measuring the Acute Toxicity of Effluents and Receiving Waters to Freshwater and Marine Organisms (EPA-821-R-02-012), or the most current version, with any exceptions or clarifications noted below. (2) SAMPLE COLLECTION AND HANDLING NPDES Permit No.CT0030694 Page 8 W:\Planning Admin\PZC\Redland Brick DEEP reports\NPDES PERMIT 03-22-2019 dg.docx (a) Composite samples shall be chilled as they are collected. Grab samples shall be chilled immediately following collection. Samples shall be held at 0-6 °C until aquatic toxicity testing is initiated. (b) Effluent samples shall not be dechlorinated,filtered,or modified in any way prior to testing for acute aquatic toxicity unless specifically approved in writing by the Commissioner for monitoring at this facility. (c) Tests for acute aquatic toxicity shall be initiated within 36 hours of sample collection. (3) TEST SPECIES AND TEST DURATION: Monitoring for aquatic toxicity to determine compliance with the acute toxicity limits in this permit shall be conducted as follows: (a) For 48-hours utilizing neonatal Daphnia pulex(less than 24-hours old). (b) For 48-hours utilizing larval Pimephales promelas (1-14 days old with no more than 24- hours range in age). (4) ACUTE ENDPOINT: Survival at 48 hours measured by LC50 (5) TEST CONDITIONS: (a) Definitive(multi-concentration)testing shall be conducted. (b) Tests for acute aquatic toxicity shall be conducted as prescribed for static non-renewal tests. (c) The following effluent dilution series concentrations shall be used: 100%,75%,50%,25%, 12.5%and 6.25%. (d) Synthetic freshwater prepared with deionized water adjusted to a hardness of 50 mg/L(±5 mg/L)as CaCO3 shall be used as dilution water. (e) Organisms shall not be fed during the tests. (fl Copper nitrate shall be used as the reference toxicant. (g) Dissolved oxygen, pH, and temperature shall be measured in the control and in all test concentrations at the beginning of the test,daily thereafter, and at test termination. (6) CHEMICAL ANALYSIS: (a) At a minimum, specific conductance, total alkalinity, total hardness, and total residual chlorine shall be measured in the undiluted effluent sample and in the dilution (control) water at the beginning of the test and at test termination. If total residual chlorine is not detected at test initiation, it does not need to be measured at test termination. (b) Chemical analyses of the parameters identified in Tables A and B under "Chemical Analysis Required with Toxicity Test" shall be conducted on an undiluted aliquot of the same sample tested for acute aquatic toxicity. (7) TEST ACCEPTABILITY CRITERIA&COMPLIANCE: For the test results to be acceptable, control survival must equal or exceed 90%. If the laboratory control fails to meet test acceptability criteria for either of the test organisms at the end of the respective test period, then the test is considered invalid and the test must be repeated with a newly collected sample. Compliance with the limits on Acute Toxicity shall be demonstrated when the results of a valid definitive acute aquatic toxicity test indicates that the LCso value for the test is greater than or equal to the aquatic toxicity limit in Tables A. NPDES Permit No.CT0030694 Page 9 W:\Planning Admin\PZC\Redland Brick DEEP reports\NPDES PERMIT 03-22-2019 dg.docx SECTIONS: REPORTING REQUIREMENTS (A) The results of chemical analyses and any aquatic toxicity test required above shall be entered on the Discharge Monitoring Report(DMR),provided by this office, and reported to the Bureau of Materials Management and Compliance Assurance(Attn: DMR Processing)at the following address. Except for continuous monitoring, any monitoring required more frequently than monthly shall be reported on an attachment to the DMR,and any additional monitoring conducted in accordance with 40 CFR 136 or other methods approved by the Commissioner shall also be included on the DMR,or as an attachment,if necessary. All aquatic toxicity reports shall also be included as an attachment to the DMR. The report shall also include a detailed explanation of any violations of the limitations specified. The DMR shall be received at this address by the last day of the month following the month in which samples are collected. Bureau of Materials Management and Compliance Assurance Water Permitting and Enforcement Division(Attn:DMR Processing) Connecticut Department of Environmental Protection 79 Elm Street Hartford, CT 06106-5127 (B) Complete and accurate aquatic toxicity test data,including percent survival of test organisms in each replicate test chamber, LC50 values and 95% confidence intervals for definitive test protocols, and all supporting chemical/physical measurements performed in association with any aquatic toxicity test, shall be entered on the Aquatic Toxicity Monitoring Report form(ATMR)and sent to the Bureau of Water Protection and Land Reuse at the following address. The ATMR shall be received at this address by the last day of the month following the month in which samples are collected. Bureau of Water Protection and Land Reuse(Attn:Aquatic Toxicity) Connecticut Department of Environmental Protection 79 Elm Street Hartford, CT 06106-5127 (C) If this permit requires monitoring of a discharge on a calendar basis (e.g., monthly, quarterly, etc.), but a discharge has not occurred within the frequency of sampling specified in the permit, the Permittee must submit the DMR and ATMR, as scheduled, indicating "NO DISCHARGE". For those Permittees whose required monitoring is discharge dependent(e.g., per batch), the minimum reporting frequency is monthly. Therefore, if there is no discharge during a calendar month for a batch discharge,a DMR must be submitted indicating such by the end of the following month. (D) NetDMR Reporting Requirements (1) Prior to one-hundred and eighty (180) days after the issuance of this permit, the Permittee may either submit monitoring data and other reports to the Department in hard copy form or electronically using NetDMR, a web-based tool that allows Permittees to electronically submit discharge monitoring reports (DMRs) and other required reports through a secure internet connection. Unless otherwise approved in writing by the Commissioner, no later than one-hundred and eighty (180) days after the issuance of this permit the Permittee shall begin reporting electronically using NetDMR. Specific requirements regarding subscription to NetDMR and submittal of data and reports in hard copy form and for submittal using NetDMR are described below: (a) Submittal of NetDMR Subscriber Agreement On or before fifteen (15) days after the issuance of this permit, the Permittee and/or the person authorized to sign the Permittee's discharge monitoring reports ("Signatory Authority")as described in RCSA Section 22a-430-3(b)(2) shall contact the Department at deep.netdmr@ct.gov and initiate the NetDMR subscription process for electronic submission of Discharge Monitoring Report(DMR) information. Information on NetDMR is available on the Department's website at www.ct.gov/deep/netdmr. On or before ninety (90) days after issuance of this permit the Permittee shall submit a signed and notarized copy of the Connecticut DEEP NetDMR Subscriber Agreement NPDES Permit No.CT0030694 Page 10 W:\Planning Admin\PZC\Redland Brick DEEP reports\NPDES PERMIT 03-22-2019 dg.docx to the Department. (b) Submittal of Reports Using NetDMR Unless otherwise approved by the Commissioner, on or before one-hundred and eighty (180) days after issuance of this permit,the Permittee and/or the Signatory Authority shall electronically submit DMRs and reports required under this permit to the Department using NetDMR in satisfaction of the DMR submission requirement in paragraph(A)of this Section of this permit. DMRs shall be submitted electronically to the Department no later than the 30th day of the month following the completed reporting period. All reports required under the permit, including any monitoring conducted more frequently than monthly or any additional monitoring conducted in accordance with 40 CFR 136,shall be submitted to the Department as an electronic attachment to the DMR in NetDMR. Once a Permittee begins submitting reports using NetDMR, it will no longer be required to submit hard copies of DMRs or other reports to the Department. Permittee shall also electronically file any written report of non-compliance described in Section paragraph (A) of this Section and in the following Section of this Permit as an attachment in NetDMR.NetDMR is accessed from:https://netdmr.epa.gov/netdmr/publie/home.htm. (c) Submittal of NetDMR Opt-Out Requests If the Permittee is able to demonstrate a reasonable basis, such as technical or administrative infeasibility, that precludes the use of NetDMR for electronically submitting DMRs and reports, the Commissioner may approve the submission of DMRs and other required reports in hard copy form ("opt-out request"). Opt-out requests must be submitted in writing to the Department for written approval on or before fifteen(15)days prior to the date a Permittee would be required under this permit to begin filing DMRs and other reports using NetDMR. This demonstration shall be valid for twelve (12) months from the date of the Department's approval and shall thereupon expire. At such time, DMRs and reports shall be submitted electronically to the Department using NetDMR unless the Permittee submits a renewed opt-out request and such request is approved by the Department. All opt-out requests and requests for the NetDMR subscriber form should be sent to the following address or by email at deep.netdmr@ct.gov: Attn:NetDMR Coordinator Connecticut Department of Energy and Environmental Protection 79 Elm Street Hartford,CT 06106-5127 SECTION 9: RECORDING AND REPORTING OF VIOLATIONS, ADDITIONAL TESTING REQUIREMENTS (A) If any sample analysis indicates that an Aquatic Toxicity effluent limitation in Section 5 of this permit has been exceeded, or that the test was invalid, another sample of the effluent shall be collected and tested for Aquatic Toxicity and associated chemical parameters,as described above in Section 5 and Section 6,and the results reported to the Bureau of Materials Management and Compliance Assurance(Attn:DMR Processing), at the address listed above, within 30 days of the exceedance or invalid test. Results of all tests, whether valid or invalid, shall be reported. (B) If any two consecutive test results or any three test results in a twelve month period indicates that an Aquatic Toxicity Limit has been exceeded, the Permittee shall immediately take all reasonable steps to eliminate toxicity wherever possible and shall submit a report to Bureau of Materials Management and Compliance Assurance for the review and approval of the Commissioner in accordance with section 22a-430-30)(10)(c) of the RCSA describing proposed steps to eliminate the toxic impact of the discharge on the receiving water body. Such a report shall include a proposed time schedule to accomplish toxicity reduction and the Permittee shall comply with any schedule approved by the Commissioner. NPDES Permit No.CT0030694 Page I 1 W:\Planning Admin\PZC\Redland Brick DEEP reports\NPDES PERMIT 03-22-2019 dg.docx (C) Within 60 days of issuance of this permit,the permittee shall install an automated turbidity meter at the outlet of the treatment pond. The meter shall be equipped with an automated alarm that includes audio alarm and electronic notification. (D) The Permittee shall notify the Bureau of Materials Management and Compliance Assurance, Water Permitting and Enforcement Division, within 72 hours and in writing within thirty days of the discharge of any substance listed in the application but not listed in the permit if the concentration or quantity of that substance exceeds two times the level listed in the application. This permit is hereby issued on Robert E.Kaliszewski Deputy Commissioner RK:DG Department of Energy and Environmental Protection NPDES Permit No.CT0030694 Page 12 W:\Planning Admin\PZC\Redland Brick DEEP reports\NPDES PERMIT 03-22-2019 dg.docx This is a petition from the residents of Strong Road South Windsor CT that do nct want application 2019001209 (renewal of the Haul road )to be renewed.Violation 17930 issud by the DEEP reguarding the air pollution is testament to our complaints and health concerns. We also feel the pumping of the clay pit/pond/lake will be harmful and destructive to the wildlife and our natural waterways. Address of Resident Name Signature Date let- 5 3A Len, a t It;Yj ;mot I �� V+ This is a petition from the residents of Strong Road South Windsor CT that do n(�t want application 2019001209 (renewal of the Haul road )to be renewed. Violation 17930 issud by the DEEP reguarding the air pollution is testament to our complaints and health concerns.We also feel the pumping of the clay pit/pond/lake will be harmful and destructive to the wildlife and our natural waterways. Address of Resident Name Signature Date 4L II � z�1G S i 20 W A�5'r 3 row d `s S�"3 Lt Zd17 VdRA L LN n 4 Wo,�,-J ,L R e �-- r t / g DRAFT PROJECT Redland Brick Site Plan APPL. #19-08P ENGINEER/ARCHITECT HRP Associates PROJ. # Submit mylars of sheets: TP5 Special Exception form with conditions to go on file 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 3. A landscape bond in the amount of$10,000 must be submitted in accordance with enclosed surety policy. Trees are required to be planted during the 2019 spring growing season. 4. This permit is valid for a period of 3 (three)years. The permit expiration date is April 9, 2022. The permit must be renewed prior to expiration if earth removal operations are to continue. 5. Within one year of this approval (by April 9, 2020), the applicant must submit a status report of the engineering design and time frame for the relocation and construction of the access road on the northerly side of the property. 6. A restoration bond in the amount of$30,000 shall continue to be required by this Commission. Prior to the start of the restoration, a report shall be submitted to the Environmental Planner and Town Engineer to determine the appropriate seed mix that is comparable to the hydrology on the site. 7. The owner must provide to town staff and keep current all direct contact information for the general manager of the facility including business phone, cell phone and email. 8. Monitoring of dust created by activities on site must occur on a daily basis and efforts to mitigate dust must be employed. The proposed irrigation measures and new haul road are required to be in place prior to the start of any mining or hauling of clay. 9. A water truck must be kept on site and used as needed and shall be recorded and logged. All logs shall be available for inspection within 24 hours of any request of the Zoning Enforcement Officer. 10.The hours of operation in the mining area is limited to: Monday through Friday 7 am — 7 pm and Saturday 7 am — S pm. There is to be no work in the mining area on Sundays. 11.All activities must comply with the Town's Noise Ordinance. If the applicant is in violation of the noise ordinance, the applicant will be in violation of this permit and the town may take any steps it deems necessary to abate the violation and noise nuisance. 12.The applicant shall install directional back-up alarms on the equipment if safety regulations permit. 13.The existing upper road shall no longer be used as the haul road but they will be using it to get equipment serviced and to maintain the swale and required landscaping. 14. R-e cry r4 ' //,-�r -b tC;Vf w L(( '� S v`D``u` � +,r) taoo " 16. 10'NN Sf4 C0 s � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Y°SOR-CO TELEPHONE (860) 644-2511 April 12, 2019 CERTIFIED MAIL 70171450 00013280 5969 Redland Brick, Inc. CIO Mr. Steven Blomquist Redland Brick KF Plant Clay Quarry 1440 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. Blomquist: Re: Appl. 19-08P, Redland Brick KF Plant Clay Quarry Special Exception Earth Removal Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on April 9, 2019 to approve with modifications the above referenced application for a Special Exception to Article 7.16.4 of the Zoning Regulations and site plan for a three (3)-year earth removal permit and site plan, on property located at 1440 John Fitch Boulevard, I & RR zones, as shown on plans prepared by HRP Associates, Inc., Project # RED2008.CE, dated September 4, 2013 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 3. A landscape bond in the amount of$10,000 must be submitted in accordance with enclosed surety policy. Trees are required to be planted during the 2019 spring growing season. 4. This permit is valid for a period of three (3) years. The permit expiration date is April 9, 2022. The permit must be renewed prior to expiration if earth removal operations are to continue. 5. Within one year of this approval (by April 9, 2020), the applicant must submit a status report of the engineering design and time frame for the relocation and construction of the access road on the northerly side of the property. 6. A restoration bond in the amount of$30,000 shall continue to be required by this Commission. Prior to the start of the restoration, a report shall be submitted to the Environmental Planner and Town Engineer to determine the appropriate seed mix that is comparable to the hydrology on the site. 7. The owner must provide to town staff and keep current all direct contact information for the general manager of the facility including business phone, cell phone and email. 8. Monitoring of dust created by activities on site must occur on a daily basis and efforts to mitigate dust must be employed. The proposed irrigation measures and new haul road are required to be in place prior to the start of any mining or hauling of clay. 9. A water truck must be kept on site and used as needed and shall be recorded and logged. All logs shall be available for inspection within 24 hours of any request of the Zoning Enforcement Officer. 10. The hours of operation in the mining area is limited to: Monday through Friday 7 a.m. —7 p.m. and Saturday 7 a.m. —5 p.m. There is to be no work in the mining area on Sundays. 11. All activities must comply with the Town's Noise Ordinance. If the applicant is in violation of the noise ordinance, the applicant will be in violation of this permit and the town may take any steps it deems necessary to abate the violation and noise nuisance. 12. The applicant shall install directional back-up alarms on the equipment if safety regulations permit. 13. The existing upper road shall no longer be used as the haul road but they will be using it to get equipment serviced and to maintain the swale and required landscaping. 14. Water quality records required by DEEP shall also be submitted to the Town. Black and white transparent mylars of Sheets # TP5 with the above modifications, together with three print copies of the entire set of plans must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, K Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal The Special Exception will take effect upon filing of this form. I, Bart Pacekonis, Chairman of the South Windsor Planning &Zoning Commission, hereby certify that on April 9, 2019 the Planning and Zoning Commission granted to Redland Brick Inc. a Special Exception to Article 7.16.4 of the Zoning Regulations and site plan for a three (3)-year earth removal permit and site plan, on property located at 1440 John Fitch Boulevard, I & RR zones, as shown on plans prepared by HRP Associates, Inc., Project#RED2008.CE, dated September 4, 2013 as revised. This approval is subject to the following modifications: l. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 3. A landscape bond in the amount of$10,000 must be submitted in accordance with enclosed surety policy. Trees are required to be planted during the 2019 spring growing season. 4. This permit is valid for a period of 3 (three) years. The permit expiration date is April 9, 2022. The permit must be renewed prior to expiration if earth removal operations are to continue. 5. Within one year of this approval (by April 9, 2020), the applicant must submit a status report of the engineering design and time frame for the relocation and construction of the access road on the northerly side of the property. 6. A restoration bond in the amount of$30,000 shall continue to be required by this Commission. Prior to the start of the restoration, a report shall be submitted to the Environmental Planner and Town Engineer to determine the appropriate seed mix that is comparable to the hydrology on the site. 7. The owner must provide to town staff and keep current all direct contact information for the general manager of the facility including business phone, cell phone and email. 8. Monitoring of dust created by activities on site must occur on a daily basis and efforts to mitigate dust must be employed. The proposed irrigation measures and new haul road are required to be in place prior to the start of any mining or hauling of clay. 9. A water truck must be kept on site and used as needed and shall be recorded and logged. All logs shall be available for inspection within 24 hours of any request of the Zoning Enforcement Officer. 10. The hours of operation in the mining area is limited to: Monday through Friday 7 a.m. —7 p.m. and Saturday 7 a.m. — 5 p.m. There is to be no work in the mining area on Sundays. 11. All activities must comply with the Town's Noise Ordinance. If the applicant is in violation of the noise ordinance, the applicant will be in violation of this permit and the town may take any steps it deems necessary to abate the violation and noise nuisance. 12. The applicant shall install directional back-up alarms on the equipment if safety regulations permit. 13. The existing upper road shall no longer be used as the haul road but they will be using it to get equipment serviced and to maintain the swale and required landscaping. 14. Water quality records required by DEEP shall also be submitted to the Town. GIS PIN 8700L011 A aorea3n pines or parcel of land situamA on trw northerly lade of Stvanq Road A^ the Town of lauth wiadser, county of Sartfecd. State of Connectiaet with the buildLA9M and 3asptove00nt8 thOCC m shoAM as 'Area 13D,3G Acres* an a map antitiod "Propertyy of X-r *rick Company Inc. cast o! u.s. acute No. S South Windsor, Connecticut Scales x Inch .. lad tent April. 1977 Patstren i Noffsan land Snrvayors successors to Spencer i Washbarn, Inc." and being more particularly bounded and described as follows: Beginning at a point on the northerly side Of Strang Road which point narks the southwesterly canner of land now or formerly of Garr k. s Deborah J, M%ner and a southeasterly corner of the heroin described pseaisese thence #forth 694 4S' 200 M along the nartharly line of Sxronq Road sixty-five and lour one hundredths (69.041 fact to a tarn rorostamet thence worth 720 16, 30' R along the nortmCly line of Strong Road a ighty-f Iva and no one hundredths 105.00) feat to a point marking the southeasterly eornac of hand now at formerly of Fernando s 4 rim L. xoaxiquese thence Hortk 17' 430 30* L along said land "w ar fo rl,y of Fernando A Harfa L. RgdrL43uss one hundred fifty and no one humdredths (150.00) feat to a point: thence !forth 720 16' 301 w Along said land aow or formerly of Fernando s Maria L. Rodriguese land new or famerl of Richard R. Lublkn. lead raw or foroariyr Of Ann S# pals. land now cc formerly of C U. Plourde, land now or formerly of searr i Stanley j. Daaaiet. lend now at formerly of Raymond R. s Blaine P. sagorski and land Rev or formerly of Cearge A. a tv*lyn SAdLshr In part by eae:h nine hundred seventy- two and liar one hundredtho (972.061 feet to a point: thence north S2' 57, Goo $I alanq said land now at formerly of Ceorge A. a ZveLyn Kadisho land now or f+sawrly of Louis J. a Barbara x. Pola, 14nd now or formerly of Joseph Q. Tora::i, at al. and land now or famarly of Lotttta Terassi, in part by aaft three bundrad seventy-aight and f0rty-seYo1u ones hundradths 074.47) fact to a mvrastanei thence earth 37' 03' 00' f along land now O C formerly of Ann S. Poxa ono hundred and no one hundredths 9100.00) lase to a point) thence Morth +if• if* 030 w along said land now at formerly of Ann S. Pala ova hundred fifty-eight and seventy one hundredths (232.70) feet to an iron pins thence North 200 it' 00* S along land new or formerly of Jahn Gelled one hundred ampsaty-throe and eleven one hundredths U71.11T feet to a railroad apiktr thence Worth 460 37% Go' C along said, land now or formerly of John Dellody and land now or lorma+lyt of Arne M. Valens, in part by each four hundred nine anal thirty-two one hundredths (409.321 feet to an iron pin: thence North 20' 34' 40~ 1W ons hundred ton mA eighty one hundredths {110.901 goat to an iron pint Whence 31arth 294 37' 00' E ona hundred might and twenty Rine one hundredths (102.291 goat to a railroad spike; Lhance worth 6so 230 00* K one hundred aighty-five and no one hundredths (115.04) feet to a zillroad spike set let the easterly line at lead e�otr of fe:aeeorly e: Penn Cantral Transportation Co. . the haste tares aomrsas belnq aloag ossi,d Land now Or far,Garly of Azat ff- Dalens, thence earth 29' 37' Do' g alor.Q said band now or formerly 04 Pa RA CsnairaX, TVansportaUan Co. one thousand four hundred sixty-ono and twenty-six one hsndradtho (1461,26) feet to an Iran pia: the&*e South S9* 415 34� s aL bnq Land now or fo�e�riy of Martin maCrath. st &I* and land riow or foraarly of Sperry, ilood Carporatiion, in part by each one thou:and nine hundrad , ssV*ft%y-aevca and eiventywight ono h%TAradths i1977.181 test to s Mareestons, thance South 5S* 3S• 33i S two bundrad eighty-one and seventy-three one hundredths (211.731 teat to e.marastD00 I • chenee South 52' 33' 26' E one handr�ed siae}tyesix and twelve were hundredths (166.12) fast to an iron Vial thence North 390 251 $S* S a:tis hundred eighty-five and seventeen ass hundredths (185.17•3 teen to a nerestone t trace HarrA 3611 361 090 a two bundre:d ninot7-three, and seventeen cite hundredthe (293.17) feet to a Marastonet thence -North 36' 114 24- E three hundg ed eighty., three and sLxty-Qne oni hUsedredths (383.61) feet to a osreestonee the last fine eaurse5 being a,Long Bald land My or formerly of Sperry stood Cgrporaticat wwnce South S2' 59' low Z along said land you or formerly of Sperry No" C rpaeraetLon and A1049 land now or foroasly of owners unkm nt but believed to be Alee0ander e oldsmidt M is% part by eao.'t two thousand six hundred eight - *10t and fifty one, hundredths (2689.Se) feet to an iron p�nt thenca South 36• SS' 340 It along land Jv*w or f0rmcrly Of "Olen Shetenskr* at as. and laced now or fo=grjy of AAthony sages*ski, ct ai. , in part by each seven hundred oincty and fifteen one hundredths (790.151 ftse:t to a w reestonet thence South 37' o6' 310 ,t along Bald land now or formarly of Anthony iagormUt et 41. throe hundred sixteen " six one hwdre:dth2 f316.00 fact to a neerestoncr thence North 53' 220 07' K tbrae hundred forty-oseea arxel fifty -one hundredths (341,501 feet to u snerastones thence _ North 510 230 52• N four hundred seventy-one ark saventr-tvo ono hundredths (471.72) feet to a a&irestara= thence north 5.3' 2ts' oo` w one rJtovemad and saventy-two ona hundredthe (1040.721 :eat to a marase eenO thence North 33' 21. 460 w. eight hundred seventy-saue:n and sixty-throw one-hundredths (817.63) fact to a s2ereswne t thence North 52' 54' 054 w two hundred forty-siee iced fifteen one hundred ba tx46.1Sj feet to a meet"eatonees thence South 3V 23' 000 w three hundred ninaty-four and forty-five ane hundredths 1394.45) feat to a marentanet thancet South 540 06' So' S seven h=dtnd sloven and seventy.flvs One huet- dradt<hs (711.75) feet to an ,iron Rini thence South 3S' 30' 250 w four hundred thirty-sewn and thirty-five one hundredths (437.35) fact to an iron ginj thence South 53" $4' '40" t fo+lr hardre4 fifty-eight and thirty-four one hundredths I452.341 feet to an iron pint the 1a:et nine courses being along Land now or formerly of Sperry Wood Corporations thence Swath 49' S1• Goo W along land now or formerly of John Mitcheell# at ai• one hoadred eighty-tivft and lour one hundredths (185.W feet to an iron pint thence: North Sae 38t low w along Land now or for=erly of rreder j ck Tonal nine hundred twelve and four once hundredths (912.04) feat to a Mdrestonai therseo 4orrh 541, 050 10• w faun hendrad and eighty one hundredths 1400.80) f80t to a merestone s thence Squash 34• 31• 05` w three hundrad f if ty� sev*n and ninety-five, area hundredths (257.SS) feet to a uxera- *tenas thence: South SS* 27* 10- S oae hundred sixty-four and sixty-tw* QA* hundredths (164.611 feet to an iron pin, the last thrae courses heihl along Zsnd now or famerl,y of Saneeetl.ct_ A. 'a ELcanor A►. Yonikat then** South 386 07` 05' w along said Load now arse a�r� Of irty�lour �i93�4taet' Sohn" four to the Point or'ndreA . tseveetr-the place of beginning- _ _ OWNER OF RECORD: Redland Brick Inc. Dated at South Windsor, Connecticut this 12th day of April, 2019. In accordance with CGS Section 8-3d Chairman Bart Pacekonis Planning& Zoning Commission Received for record this day of , 20 , at South Windsor, Connecticut ATTEST: PIANNING DEPARTMENT November 24,2025 John Streb Corporate Compliance Manager The Belden Brick Company 700 Tuscarawas Street W Canton.OH 44702 Dear Mr.Streb: Re:Appl #19-08P,Redland Brick Special Exception Earth Removal l am pleased to advise you that the South Windsor Planning and Zoning Commission,atitsRegularMeetingonNovemberl8.2025,voted to release the following bonds: Appl.19-08P Redland Brick Landscape Bond in the amount of $10,000 reduced by $1 0.000 to leave a balance of-0-. A check will be mailed to you from the Town of South Windsor.lf you have any further questions contact the Planning Department at 860-644—251 l,ext.2253.Thank you S incerely, Paul Bernstein.Chairman Planning &Zoning Commission PB/js cc:Town Engineer Chief Building Official 1540 Sumvan Avenue,South Windsor.CT 06U74 i Tel (860)644-2511 Ext 2329 l Planning@SouthWindsnr-CT.gav