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HomeMy WebLinkAboutApp 14-01P Redland Brick KF Plant Clay TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM RECEIVED Application Number: 14- 01. P # r3 e� 1 Official Receipt Date: �� 1-I DEC +� [ Munis Application #: f L �j SOUTH WINDSOR PLANNING DPT. APPLICANT: Redland Brick Inc. PROTECT NAME: Redland Brick KF Plant Clay Quarry ADDRESS: 1440 John Fitch Boulevard,South Windsor,CT OWNER OF RECORD ON LAND RECORDS: Redland Brick Inc. ADDRESS: P.O.Box 160,Williamsport,MD 21795 COMPLETE LOCATION OF PROPERTY: 1440 John Fitch Boulevard,South Windsor,CT GIS PIN # 870OL011 ZONE NAME, ADDRESS, TEL & FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Mr.Barry Miller, P.O.Box 160,Williamsport,MD 21795 Telephone#(301)223-7700 X3 Estimated presentation time: THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required, - ❑ Open Space Subdivision/Resubdivision (Public Hearing � '_ ✓` 'j�� ❑ Subdivision ❑ Minor ❑ ❑ Resubdivision (Public Hearing Required)❑ Minor ❑ L 1 ❑ Conditional Subdivision Approval ❑X Special Exception to Table 7.16 (Public Hear t` ��C�! �(, �b�� Cr"rl 21i oh ❑ Site Plan of Development ❑ General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Sectio ® Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16 G ( P ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Att ` xuired) ❑ Temporary and Conditional Permit for (Public Hearing R ❑ In Law apartment/Accessory Apartment (Public Hearing ❑ Major Home Occupation for (Public Hearing Required) ❑ Other (explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. Jal/V2.4, 1/1AI-1 IV Signature of Applic6t Signature of Property Owner TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT REDLAND BRICK,INC. PROJECT NAME REMAND 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 comers 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-ail 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 L 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 8. 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 basins with all invert and top of frame elevations,sizes, lengths and slopes of pipes. N/A f. Where any storm drainage line discharges Into an existing brook sufficient _profile of this brook will be shown to determine conditions. N/A g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. N/A h. Profiles shall show all sanitary sewer lines and manholes,including elevations, (inverts, top of frame) sizes, lengths,and slopes of pipes Top of foundation elevations for building shall be shown. X/A 11. Open:Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan.which contains data for site improvement may be required. This map shall be drawn to a scale of i inch equals 40 feet. N/A 12. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. i PLAN PRE ARER(P.E./L.S.) DATE February 2002; Rev. 4-04 4 RECEIVED Susan A. Hays (t)860.548.2640 Drn (f)860.548.2680 L'j 13 2``�i� shays@uks.com III MERITAS LAW FIRMS WORLDWIDE SOUTH WINDSOR PLANNING DEPT. December 13, 2013 Michele R. Lipe, AICP Town Planner Town of South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application of Redland Brick, Inc. - 1440 John Fitch Boulevard Dear Michele: Enclosed please find one original and five copies of the special exception application of Redland Brick Inc. for earth removal. Please feel free to contact me if you have any questions or if you need additional information or materials. Since r y, 66 SUSAN A. HAYS SAH:wp CC: Barry Miller Ed Cunningham Updike, Kelly&Spellacy, P.C. 100 Pearl Street■ PO Box 231277■Hartford, CT 06123 (t)860.548.2600 (f)860.548.2680 www.uks.com r AFFIDAVIT OF FACTS 07 T 6 5 Connecticut General Statutes 47-12a Property: 1440 John Fitch Boulevard, South Windsor, Connecticut Owner: Redland Brick Inc. Prior Name: K F Brick Company Inc. The undersigned, being duly sworn, deposes and says: 1. That he is over the age of eighteen and understands the solemnity of an oath. 2. That he,as President of Redland Brick Inc. formerly known as K F Brick Company Inc., has personal knowledge of the facts set forth herein. 3. That a Special Exception for removal of earth material was approved by the South Windsor Planning and Zoning Commission. 4. That plans containing the Special Exception approval letter, signed by the Planning and Zoning Commission were recorded in the South Windsor Land Records and filed with the South Windsor Town Clerk and are indexed in the Land Records as maps number 3534, 3535, 3536 and 3537. 5. That attached hereto is a true and correct copy of a certificate from the Planning and Zoning Commission regarding the approval of the Special Exception. In Witness Whereof, the undersigned has executed this Affidavit on the 6th day of December, 2013. Witnessed by: REDLAND BRICK INC. Print ame: Joseph L. Miles Title: President/CEO I certify this to be a true copy of the document recorded in South-Windsor;Und Records. Dated at tputh Wind or, CT this IQ tday of Town Uerk (�646685 Acknowledgment of Corporation STATE OF MARYLAND COUNTY OF WASHINGTON On this the 6 day of December,2013, before me,a Notary Public, personally appeared Joseph L. Miles,who acknowledged himself to be the President of Redland Brick Inc.,a corporation, and that he, as such President, being authorized so to do,executed the foregoing instrument for the purposes, therein contained, by signing the name of the corporation by himself as President. In witness whereof I hereunto set my hand and official seal. 197 NOTARY PUBLIC Print Name:_ �v,� /77 (?e tlj4L d My Commission Expires: FY '�7 q •• 3 Ya-a v SCHEDULE A g nce5.. k FIRST PIECE: (South Windsor) A certain piece.or parcel.of land situated on the northerly side of Strong Road in the Town of Y 4 ' South Windsor, County of Hartford, State of Connecticut with the fore ', ;' buildings and improvements thereon shown as "Area - 180.36 Acres" 5. ion a map entitled "Property of K-F Brick Company Inc. East of ' mod' ` U.S. Route No. 5 South Windsor, Connecticut Scale: 1 inch - 100 feet April, 1977 Petersen & Hoffman Land Surveyors successors to Spencer'& Washburn, Inc." and being more particularly bounded and described as follows: Beginning at a point on the northerly side of Strong.Road' - , which point marks the southwesterly corner of land now or formerly ' of Gary' A. & Deborah J. Bohner and. a'southeasterly corner bf-the - -' --' undF .- herein described premises; thence North 690. 451 20" W along the northerly line of Strong Road sixty-five and four one hundredths iat (65.04) feet to a town merestone; thence North.72. 161• 30" W along the northerly line of Strong Road eighty-five and no one hundredths (85.00) feet to a point marking the 'southeasterly =s : corner of land now or formerly of Fernando & •Maria L. Rodrigues,; ` thence North 17. 43' 30" E along said land now or formerly of -Fernando & Maria L. Rodrigues one hundred fifty and no one 5 hundredths (150.00) feet to a point; thence North 72. 16' 30" W along said land now or formerly of Fernando & Maria L. Rodrigues, w...,.a. land. now or formerly of Richard K. Lublin,_ land now or formerly �• _= :: of Ann S. Pola, land now or formerly of Guy N. Plourde, land now or formerly of Henry & Stanley J. Domain, land now or formerly of Raymond W & Elaine P.- Zagorski and land now or formerly of f George A. & Evelyn Kadish, in part by each nine hundred seventy- z-t,V c. ..� two and six one hundredths (.972.06) feet to a point; thence fa:,:"` Y e North 52• 57' 00" W aloe said -land now or formerly of George s..r 9 B v A. & Evelyn Kadish land now or formerly of Louis J. & Barbara Y . Y - �'t,' r{{' M. Pola, land now or formerly of Joseph Q. Terazzi, at al. and . pd� i`t' land now or formerly of Loretta Terazzi; in part by each three ; sh _ ' hundred seventy-eight and forty=seven one hundredths (378.47)- feet to a merestone; thence North 37. 03' 00" E along land now or formerly of Ann S. Pola one hundred and no one hundredths (100.00) feet to a point; thence North 48. 16' 03" W along said land" now or formerly of Ann.S.. Pola two hundred fifty-eight and seventy �T one hundredths (258.70) feet to an iron pin;' thence North 201 19' 00" E along land now or formerly of John Bellody one h,< hundred seventy-three and eleven one hundredths (173.11) feet to a railroad spike; thence North 46• 37'• 00" E along- said• land now r. or formerly of John Bellody and land now or formerly of Arne H•. .,K •= x. Dalene„ •in part by each four hundred nine and thirty-two one hundredths (409.32) feet to an iron pin; thence North 200 '34 40" ) " W one hundred ten and eighty one hundredths (110.80) feet to an iron pin; thence North 29. 37' 00" E one hundred eight and twenty- g nine one, hundredths (108.29) feet to. a railroad spike;' thence ) - .. + North 60. 23' 00" W one hundred eighty-fivd and no one hundredths (185.00) feet to. a- railroad spike set in the easterly line of land now or formerly of Penn Central Transportation Co., the last « three courses being along•said land now or formerly of Arne H. of = gm IDal6ne; thence North 29. 37' 00" E along said land now or formerly Yd � of Penn Central. Transportation Co. one thousand four .hundred ., sixty-one and twenty-six one hundredths (1461..26) feet to an e• err iron pint thence South 33'0 41' 34" E along hand now or formerly of Martin McGrath, et al. and land now or formerly of Sperry ! Wood Corporation, in-part by each one thousand nine hundred seventy-seven and seventy-eight one. hundredths (1977.78) feet f w - �fix,• I - l ' .:;,x. 254 ' ° J'• to to merestone; thence South 55. 38' 33" E two hundred eighty-one,, ightyne,, and seventy-three one hundredths (281.73) feet to a merestone thence South 5.2. 33' 26" E one hundred sixty-six and twelve one.i .trr. . 7 i hundredths. (166.12.) feet to an iron pint thence North 39. 25' 55k' , E one hundred eighty-five and seventeen one hundredths (185.17) Y - I� feet to.a merestone; thence North 36. 36' 0 9" E two•hundred; s one hundredths (293 17) feet to aeventeenninety-three and : it f merestone!-thence•North 360 11' 24" -E .three hundred eighty- three and sixty-one one hundredths (383.61) feet to a merestone; the last five coursed being along said land now or formed of:A- Sperry Wood Corporation.;--thence South 52! .59!_.10.":_E along.,formerly _ & r C hand now or formerly of Sperry Wood Corporation and along land } it now or formerly of owners unknown but believed to be Aleksander " �, .: ` Goldszmidt, in part by each two thousand six hundred eighty- u- ';',' i eight and fifty one hundredths (2688.50) feet to an iron pint thence South 36• 59. 34" .W along land now br formerly of Helen il�}"• f Shetensk et al. and land now or formed of Anthonya orski y: Y. Y 9 . ' t;e!tr: $ •. : • et al,, in pait by each seven hundred ninety-and fifteen one trt:+l l r; hundredths (790.15) feet.to a.merestonet thence .South 37. 06" A. x W .along said•land now or formerly of Anthony Zagorski, at al. three hundred sixteen and six one hundredths (316.06) feet to � ! a merestone; thence North 53*-221 07 W three hundred fortyrone; ' s t ilk;',. :' ;• and- fifty one hundredths (341.50) feet to a merestone; thence North 53. 231 52" W four hundred seventy;-one and seventy-two ag, a'•,� ? one, hundredths (471.72) feet to a merestone; thence North 53. 201- .00" W one thousand and seventy-two one hundredths (1000{T1' feet to:a merestone; thence North 53. 21' 46" W.eight hundred ' ' ,I'•`. seventy-seven and sixty-three one-hundredths (877.63) feet to '!t! • '_ - . ' a merestone; thence North 520 54' 05" W two hundred forty-six ands fifteen one hundredths (246.15) feet to a merestone; thence :. South 32' 23' 00"- W three hundred ninety-four and forty-five . one hundredths (394.45)• feet to a merestone; thence South. ,tom }��f•,f 54. 06;' 50" E seven hundred eleven and seventy-five one hun- Il!•: dredths (.711.75) feet to-an iron pin; thence South 35•.30' 25" iv 't W four hundred thirty-seven and thirty-five one hundredths (437..35) feet to an iron pin; thence South 53. 94' 40" E four r 6 hundred fifty-eight and thirty-four 'one*hundredths .(458.34) = } ,i feet to an iron pin, .the last nine courses being along land .,,s#r• d j {(• now or formerly.of. Sperry Wood Corporation; thence South 49• 1 51' .00" W along land now or formerly of John Mitchell, et al. s i t a.• ' t S;t.! ; one hundred eighty-five and four one hundredths (185.04) feet .: to an iron pin; thence North 53. 38' 10" W along land now or -M i`�'''• } formerly of Frederick Tomel nine hundred twelve and four one • =, tf hundredths (912.04) feet to a merestone; thence North 54. 05' - 10" W.four hundred and. eighty one hundredths (400.80) fact ; to a•merestone; thence South '34. 31' 05" W three hundred fifty `• i" seven and ninety-five one hundredths (357.95) feet-to a mere . + !?; atone; thence South 55. 27' 10" E one hundred sixty-four and ..� - is sixty-two one hundred•ths' (164..62) feet to an iron pin, the _ last three courses being.along land now or formerly of Benedict .:; ,It; A. & Eleanor A. Xonikat thence South 38. 07' 05" W along said ? . Y y • ' land now or formed of Gary A. & Deborah J. Sohner four hundred* seventy-three and thirty-four' (473.34) feet to the point or 'r; � ss. place of beginning. Together with certain rights cif •way set forth in a deed I� from Walter G. Rice at Al. to General Cigar Company dated March 31M1 1947 and recorded in Volume 37, Page 521 of said Land Records, - , '. ! {! 'i' - to .. r}} a?: . � E"vE( E� � '-dECC)Et.(3 7 } _ ECC?ljt�Pr�F)(�Ri �SUT �itiAi ARyCT -2- ;•.{ QW)J CLERK • 4 PERMIT APPLICATION FOR EARTH REMOVAL FOR REDLAND BRICK,INC. 1440 JOHN FITCH BOULEVARD SOUTH WINDSOR, CONNECTICUT HRP#RED2004.CE DECEMBER 2013 Prepared by: Thomas R. Battles,P.E. Director of Engineering Submitted to: Submitted by: Town of South Windsor HRP Associates, Inc. Planning and Zoning Department. Engineering &Geology 1540 Sullivan Avenue 197 Scott Swamp Road South Windsor, Connecticut 06704 Farmington, Connecticut 06032 J:Ut\REDL➢-RP:DLAND BRICK,INC\REDLAND BRICK.KP PLANT,1440 JOHN PITCH BOULEVARD,SOUTH W[NDSOR,CT W074\RBW 004CE\WP\Applicu\ion\E:rtlh Removol Application-revised 12-12-2013.docx HRP n� TABLE OF CONTENTS ATTACHMENT SECTION #OF PAGES PERMIT APPLICATION FORM 2 pgs. ATTACHMENT A EXECUTIVE SUMMARY 1 pg. ATTACHMENT B DRAWINGS 5 pgs. ATTACHMENT C RECLAMATION PLAN 3 pgs. ATTACHMENT D TOWN OF SOUTH WINDSOR CHECKLIST 4 pgs, J:\R\REDLB-REDLAND BRICK,INC REDLAND BRICK,KP PLANT,1440 JOIfN PITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RF.D2004CE\WP\Api,liantion\Lo,th RcmowI Application-revised 12-12-2019.docx HRP ��oaca?eo; nl. ATTACHMENT A EXECUTIVE SUMMARY J:\R\REDLB-REDLAND BRICK,MC\REDLAND BRICK,KF PLANT,1440 JOl IN FITCH BOULEVARD,SOUTH WINDSOR,CT 0G074\RED2004CE\WP\Applicntion\Enrth Rcmowl Applicntion-revised 12-12-2013.dn..HRP 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 prior expired on February 5, 2013. The location of this earth removal operation is at 1440 John Fitch Boulevard, 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 and 5 year projections for the site are 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 continued mining activity. Redland Brick views itself as a steward of the environment and a good neighbor. Redland formerly designated approximately 5 acres of their property in a Conservation Easement with the Town. 1:\R\REDLB-REDLAND BRICK,IN.EDLAND BRICK,KP PLANT,1440 JOHN PITCII BOULEVARD,SOUTH WINDSOR,CT O(074U2ED2OO4CE\1VP\Application\Earlh Removal Application-revised 12-12-2013.docr HRP ATTACHMENT B DRAWINGS J:\R\REDI.B-RBDLAND BRICK,INC\REDLAND BRICK,KE PLANT,1440 JOHN PITCH BOULEVARD,SOUTII WINDSOR,CT 0G074\RED2004CE\WP\APPlicutionV artl R...,,lI APPlic.tinn-revixed 12-12-2013.docx HRP Drawing List Drawing Title Title Sheet C1.0 Overall Existing Conditions Plan C1.1 Existing Conditions Plan TP-5 Excavation Plan- Phase 6 & 7 JARXREDLB-REDLAND BRICK,INC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074MD2004CE\WP\Applicatioa\Earth Removal Application-revised 12-12-2013.doea HR ATTACHMENT C RECLAMATION PLAN .1\RkREDLB-REDLAND BRICK,INC\REDLAND BRICK,KP PLANT,1440 JOHN PITCH BOULEVARD,SOUTH WINDSOR,CT 00074\RED2004CE\WP\Applieallon\Em4h Removal Application-revised 12-12-2013.docz HRP REDLAND BRICK INC.-KF PLANT EARTH REMOVAL PERMIT FIVE (5) YEAR PROJECTIONS-RECLAMATION PLAN Listed below are our plans for the next five years as well as our 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 our reclamation plan, it is first necessary to explain some history at this 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. 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. 1 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. 5 YEAR PROJECTIONS While it is reasonable for the Town of South Windsor to ask Redland what our projections are for the next five years, at this time this is unknown. What is known is that 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 National Pollutant Discharge Elimination System (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. 2 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. RECLAMATION PLAN The reclamation plan has been approved by the Planning Commission on each of the last two 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. 3 ATTACHMENT D TOWN OF SOUTH WINDSOR CHECKLIST J:\R\REDL➢-REDLANDBRICK,INCIREDLAND➢RICK,KPPLANT,1440JOHN PITCH➢DUI,EVARD,SOUTI[WINDSOR,CT0C074\RE:D2004CE\WP\Applicalion\Eatlh Removal Application-reviled 12-I2-2017.d.,HRP orica?ea; YLG, Pmama[Safety Oivisim � Owpo ste Colter[rive ;�cs n► X�k nom .0 AIM-4 26 262 67 9157 800 245 D779 Page 1 of 26 587 4447 Fax Certificate of calibration Certificate )pt 55t3G9ljWOOj4X33 tted Ely; 15716 CUM SPRI)M ROAD Tip IF}+�F�13-i lin 21795 r,1 wuwlsr: Qc'8o:013-3 Date RccciT=d-. e}U}t01-3 mar �A; 5 DaCe 10S edi 8126/2013 l c 0,300 POSIt+MER VT.tiI= a136/2011 comdit3on2 t C-04w i ti on g 1pyratflrt..z IO&C U> 29'' As Fossae, W TOrERANCE UdA t 201 to Cry As Ieert' IN TO1.I. MC°t sacTcs s r ptAou? Sexiai N 6tr !rpm—A k of CArmax n-3504H#,X VIA arar pis= pro--odSres5fiv!jF1 N+aarinr Device 2.auY_ Cs i+z�tt{ +eo DatA E!b7 A}�ret c}r thtc OCC-556 R&K EWSEKBUR 1Q}L3}2012 _C}��fst31 2..2k AMUSM-C jQ. qp%j N3tu3 at 9516 0CMUdoeca 1+bFt[ ik++T F� ^a fib ,Y tttt # Sdrv3ee ,^athniaian report cortifiac that a31 caiLhrzC �s OTAPA"t 'mOsd iA t2w tit a traceable Cb tiLii', >ir�rl tippxitrs artily e arAt ittmtlflod sand-Or a+�tii�sc char&. thig tgWrt RuAt mot be r9prodseed axegpt 4-n its grgijrety it OM- writtwn 4VVT -Fal Of 3M €tatection Oalcttl6". d3 Eev- 8 REMAND BRICK INC. Hovv to Use the Q--300 Noise Dosimeter ']"R,lk,[,Nl�INGfP,ETRAINliNC,, PROGRAM—SIC;NOFV. :SHEE7r wifil Jay signalute,lxcIww. { ce"iry(flat I have receiv&j Ancl tuideTstand inft)m1alim,and irssmictiort-an mow to operalc wW take,accuram rrndings wilb the Q,300 Ncj!sr, Llm-imocr. B),receivingthista aining, I am novi cxiiidercd,Qwtifflied PCT-smm L I have been givvi, the Gpportull-ty 1p, .9Si4..q,,jcSti satisfactorily an.5-werc.d. ons and all questio ns have been lnstrucdangiven hy, +xa f&y Mampr arxi QLte-st Tmhr1D1 DgieS Video()n f joy vto Ojw-raW .9 Q-300 Dcvsiiwtej,, Name- Z 'evr tAw,, Title__Z/Q-300 Dostmeter should only be,usp d by Qualified Pemannel Noise Sampling Records (September 21 y amp e.. Equipment F 'Equipment Date Time " KF 1 Volvo A 30 Haul Truck Volvo A 30 Haul Truck 09/20/13 360 Min 60.4 KF Volvo A 25 Haul Truck Volvo A 25 Haul Truck KF Cat 235 Excavator Cat D6R Bulldozer KF KF 2 Volvo A 30 Haul Truck Volvo A 30 Haul Truck 09/23/13 240 Min 58.4 KF Volvo A 25 Haul Truck Volvo A 25 Haul Truck KF Cat 235 Excavator KF KF 3 Noise Sampling Conducted at Property Line Close KF to Route 5 in Front of Plant 10/02/13 360 Min 52.9 KF KF 1 Base No Equipment 10/17/13 360 Min 45.3 KF KF 2 Base No Equipment 10/18/13 360 Min 39.5 KF KF KF KF GZA Engineers and GeoEnvironmental,Inc. Scientists October 18, 2013 ' File No. 05.0045211.00 Northern Construction Service, LLC 1516 Park St. PO Box 900 Palmer,MA 01069 Attention: Shawn Clark Project Manager Reference: Vibration Monitoring Redland Brick Mining Site South Windsor, Connecticut 655 Winding Brook Drive, Suite 402 Glastonbury,CT 06033 Dear Mr. Clark: 860-286-8900(phone) 860-652-8590(fax) GZA GeoEnvironmental, Inc. is pleased to submit this letter report providing the results of www.gza.com vibration monitoring at the Redland Brick Inc. clay mine in South Windsor, Connecticut. The monitoring and preparation of this report was performed according to our executed proposal dated August 9, 2013. The purpose of this vibration monitoring was to document vibration levels at or near the property boundary during actual or simulated mining operations and to compare these recorded levels with published data for vibration levels that could cause damage to structures. The information and conclusions contained in this report are subject to the limitations included in Appendix A. BACKGROUND GZA understands that at least one property owner adjacent to the Redland Brick property is concerned about the level of vibrations caused by the mining activities. Northern Construction Services provides the equipment and operators for the earthwork operations at the clay mine owned by Redland Brick Inc. We understand that Redland Brick is in the ' process of renewing its mining permit for this site. FIELD MONITORING GZA coordinated our work with you and Mr. Ed Cunningham, Plant Manager for Redland Brick Inc. Your operators provided the equipment and typical operations during the monitoring on August 14, 2013. The equipment being used to load and haul clay included a Komatsu D65PX Bulldozer and a Volvo BM A30, 20 ton capacity, off-road dump truck. GZA used an Instantel B1astMate III Multi-channel Seismograph, Serial #BA8684, to measure vibrations during the operation of the mining equipment. Two methods were used An Equal Opportunity EmployerMINVIH Vibration Monitoring—Redland Brick Inc. October 18,2013 File No. 05.0045211.00 Page 2 to monitor the vibrations: Trigger Level readings and Timed Interval (Histogram) readings. For the Trigger Level method, a minimum vibrations level of 0.02 in/sec was set on the seismograph. When the vibration levels reached the minimum trigger level from equipment operations, the triggering event and 3 seconds of data were recorded. Vibrations below the minimum threshold level of 0.02 in/sec were not recorded during this method. For the Timed Interval (Histogram), the seismograph was set to record for three seconds every one minute regardless of the vibration level. A minimum trigger level was not used during the Timed Interval method. Vibration data presented in this report represents the Peak Vector Sum measured in inches per second. The sensor records peak particle velocities in three principal directions and the seismograph then mathematically sums these vectors and reports the Peak Vector Sum. The data obtained from the seismograph is presented in Appendix B. Various locations were monitored for different equipment. The Komatsu bulldozer was monitored during tracking and blading operations and the loaded dump truck was monitored during hauling operations. The equipment did not operate at the same time. The attached Vibration Monitoring Location Plan, Figure 1, identifies the approximate location of the six monitoring locations with respect to the haul road, existing drainage ditch, and nearby property boundaries. Current haul roads, the seismograph locations, and the existing structure locations are approximate. The seismograph locations and the current haul road configuration were not surveyed for this investigation. Monitor locations 1 through 3 and 6 were along the southern property boundary and locations 4 and 5 were set up approximately 10 feet from the operating bulldozer and truck, respectively. A summary of the maximum recorded peak vector sums for the various conditions monitored are presented in the following table. Table 1 —Summary of Peak Vector Sums PVS Location Approximate Max. Recorded Max. Recorded PVS Distance To PVS for for Loaded Off- Vibration Bulldozer(in/sec) Road Truck(in/sec) Source feet 1 150 0.027 0.052 2 75 0.074 0.048 3 50 0.069 0.080 4 10 0.086 -- 5 10 -- 0.062 6 95 0.041 SUMMARY AND CONCLUSIONS The maximum recorded vibration level (PVS) near the property boundary from the operation of the bulldozer and loaded off-road dump truck was 0.080 inches per second. This vibration level is 6 to 25 times lower than the vibration limits that may cause damage rVibration Monitoring-Redland Brick Inc. October 18 2013 File No.05.0045211.00 Page 3 r to structures based on the following criteria. The United States Bureau of Mines' (USBM) recommended safe levels of vibrations for residential structures to be 0.2 to 2.0 inches per second, depending on the frequency of the vibration. For the frequencies recorded during our monitoring, the safe vibration limits range from 0.5 to 2.0 inches per second. The USMB limits are plotted on the Event Reports presented in Appendix B. The PVS values recorded at or nea r Rediand Beck's . property boundary were approximately 50 to 150 feet from the source of the vibrations. It should be noted that the nearest habitable structure is an additional 150 to 200 feet from the closest planned mining operation and vibration levels decrease rapidly with distance. Published data' would indicate that the raining generated vibrations at distances from 200 to 350 feet from the source would be in the"slightly perceptible"to"imperceptible"range. We trust this letter report meets your present requirements and we appreciate the opportunity to work with you on this project. Please contact Dan Kinard at 860-858-3114 should you have questions or comments concerning this report. rVery truly yours, GZA GEOENVIRONMENTAL,INC. Christopher J. Tonzi,P.E. Thomas E. Billups Senior Project Manager Consultant t Reviewer �j1�s»rrt E rrtrrrrre,r Al rDan T.Kinard,P.E. Associate Principal -0 95 Attachments: Figure 1 Vibration Monitoring Location Plan Appendix A Limitations Appendix B Instantel BlastMate III Monitoring Data r 1 Nicholls, H.R, Johnson, C.F., and Duvall, W.1., `Blasting Vibrations and their Effects on Structures," BuMines Bulletin 656,1971. ' ' 'Wiss,John F,"Construction Vibrations:State-of-the-Art,"Journal of the Geotechnical Engineering Division, ASCE,Vol. 107,No.Gn,Proc.Paper 16030,February,1981,pp.167-181. r r W C7 F=r � � z � o � � wH a, a CG:7iz�x) GEOTECHNICAL LIMITATIONS Use of Report 1. GZA GeoEnvironmental, Inc. (GZA)prepared this report on behalf of, and for the exclusive use of our Client for the stated purpose(s) and location(s) identified in the Proposal for Services and/or Report. Use of this report, in whole or in part, at other locations, or for other purposes,may lead to inappropriate conclusions; and we do not accept any responsibility for the consequences of such use(s).Further,reliance by any party not expressly identified in the agreement, for any use, without our prior written permission,shall be at that parry's sole risk,and without any liability to GZA. Standard of Care 2. GZA's findings and conclusions are based on the work conducted as part of the Scope of Services set forth in Proposal for Services and/or Report, and reflect our professional judgment. These findings ' and conclusions must be considered not as scientific or engineering certainties, but rather as our professional opinions concerning the limited data gathered during the course of our work. If conditions other than those described in this report are found at the subject location(s), or the design has been altered in any way, GZA shall be so notified and afforded the opportunity to revise the report,as appropriate,to reflect the unanticipated changed conditions. 3. GZA's services were performed using the degree of skill and care ordinarily exercised by qualified ' professionals performing the same type of services, at the same time, under similar conditions, at the same or a similar property.No warranty,expressed or implied,is made. Subsurface Conditions 4. The generalized soil profile(s) provided in our Report are based on widely-spaced subsurface explorations and are intended only to convey trends in subsurface conditions. The boundaries between strata are approximate and idealized, and were based on our assessment of subsurface conditions. The composition of strata,and the transitions between strata,may be more variable and ■ more complex than indicated.For more specific information on soil conditions at a specific location refer to the exploration logs. 5. In preparing this report, GZA relied on certain information provided by the Client, state and local officials, and other parties referenced therein which were made available to GZA at the time of our evaluation. GZA did not attempt to independently verify the accuracy or completeness of all information reviewed or received during the course of this evaluation. 6. Water level readings have been made in test holes(as described in the Report)and monitoring wells at the specified times and under the stated conditions. These data have been reviewed and interpretations have been made in this Report. Fluctuations in the level of the groundwater however occur due to temporal or spatial variations in areal recharge rates, soil heterogeneities,the presence of subsurface utilities, and/or natural or artificially induced perturbations. The water table encountered in the course of the work may differ from that indicated in the Report. ' April 2012 PAGE I N 7. GZA's services did not include an assessment of the presence of oil or hazardous materials at the property. Consequently,we did not consider the potential impacts (if any)that contaminants in soil or groundwater may have on construction activities,or the use of structures on the property. 8. Recommendations for foundation drainage, waterproofing, and moisture control address the conventional geotechnical engineering aspects of seepage control.These recommendations may not preclude an environment that allows the infestation of mold or other biological pollutants. Compliance with Codes and Regulations 9. We used reasonable care in identifying and interpreting applicable codes and regulations. These codes and regulations are subject to various, and possibly contradictory, interpretations. Compliance with codes and regulations by other parties is beyond our control. Cost Estimates 10. Unless otherwise stated,our cost estimates are only for comparative and general planning purposes. These estimates may involve approximate quantity evaluations. Note that these quantity estimates are not intended to be sufficiently accurate to develop construction bids,or to predict the actual cost of work addressed in this Report. Further,since we have no control over either when the work will take place or the labor and material costs required to plan and execute the anticipated work,our cost estimates were made by relying on our experience, the experience of others, and other sources of readily available information. Actual costs may vary over time and could be significantly more, or less,than stated in Ube Rer��ert r Additional Services 11. GZA recommends that we be retained to provide services during any future: site observations, design, implementation activities, construction and/or property development/redevelopment. This will allow us the opportunity to: i) observe conditions and compliance with our design concepts and opinions; ii) allow for changes in the event that conditions are other than anticipated; iii) provide modifications to our design; and iv) assess the consequences of changes in technologies and/or regulations. r April 2012 PAGE 2 APPENDIX B INSTANTEL BLASTMATE III MONITORING DATA i 1 1 z 0 H U O a � � � � � � a � � � � � � � � � tw r r� Instantel Event Report ' Date/Time Long at 10:05:32 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOC.180 Notes Project&Location: Redland Brick,South Windsor,CT USBM RI8507 And OSMRIE , Client: Northern Construction Unit Location: Prop line by stockpile 10 Unit Serial Number: BA8684 No velocity above 0.04 in/s , Extended Notes 5 Southern Property Line at Location#1 Bulldozer Tran Vert Long ' PPV 0.0200 0.0150 0.0200 in/s 2 ZC Freq >100 >100 >100 Hz / Time(Rel.to Trig) 0.725 -0.032 0.000 sec / Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00002 0.00002 0.00002 in w 1 / Sensor Check Passed Passed Passed Frequency 7.3 7.5 7.2 Hz w Overswing Ratio 3.9 3.7 3.7 , 0.5 rPeak Vector Sum 0.0206 in/s at-0.069 sec 0.2 r 0.1 , 0.05 0.0394 , 1 2 5 10 20 50 100 > Frequency(Hz) Tran: + Vert:x Long: o ' Long 0.0 , U Vert 0.0 Tran / 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- t Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time Vert at 10:06:23 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOC.2N0 Notes ' Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction io Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes No velocity above 0.04 in/s 5 Southern Property Line at Location#1 Bulldozer ' Tran Vert Long PPV 0.0150 0.0250 0.0200 in/s 2 ZC Freq >100 85 >100 Hz / Time(Rel.to Trig) 0.013 0.000 0.360 sec / ' Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00018 0.00004 0.00005 in Sensor Check Passed Passed Passed / Frequency 7.3 7.5 7.2 Hz . Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0255 in/s at 0.000 sec 0.5 ---------------- ' 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: e I Long 0.0 Vert 0.0 I Tran ' I 0.0 �J ' 0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= b, - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report ' Date/Time Long at 10:06:48 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOC.3C0 Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE ' Client: Northern Construction 10 Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes Bulldozer 5 Southern Property Line at Location#1 Tran Vert tong ' PPV 0.0150 0.0150 0.0200 in/s z ZC Freq >100 >100 >100 Hz / Time(Rel.to Trig) -0.244 -0.105 0.000 sec / Peak Acceleration 0.0663 0.0530 0.0530 g ' Peak Displacement 0.00003 0.00001 0.00002 in Sensor Check Passed Passed Passed 9 Frequency 7.3 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0200 in/s at 0.000 sec o.z , 0.1 0.05 0.0394 , 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: o Long 0.0 i VertI _-, -... ,,_ .. __._,, �._..., � . - .,.� _.� .,r.t--_-- II � 0.0 r Tran 0.0 l 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ice- - t Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' ' * Instantel Event Report DatefTime Long at 10:07:13 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOC.410 Notes ' Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction io Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 ' Extended Notes 5 No velocity above 0.04 in/s Southern Property Line at Location#1 Bulldozer Tran Vert Long PPV 0.0150 0.0150 0.0200 in/s 2 ZC Freq >100 >100 >100 Hz / Time(Rel.to Trig) 0.083 0.135 0:000 sec Peak Acceleration 0.0530 0.0530 0.0663 g / Peak Displacement 0.00018 0.00002 0.00014 in Sensor Check Passed Passed Passed / Frequency 7.3 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0218 in/s at 0.226 sec o.s ---------------- ' 0.2 ' 0.1 0.05 ' 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert I 0.0 1 l Tran 0.0 ' .0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 10 - 4 Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report , Date/Time Tran at 10:17:52 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.4 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXGC.L SO Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE , Client: Northern Construction Unit location: Prop.line by stockpile 10 Unit Serial Number: BA8684 No velocity above 0.04 in/s , Extended Notes 5 Southern Property Line at Location#1 Bulldozer Tran Vert Long PPV 0.0200 0.0200 0.0200 in/s 2 ZC Freq 57 >100 >100 Hz / Time(Rel.to Trig) 0.000 0.013 2.272 sec / Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00006 0.00004 0.00002 in Sensor Check Passed Passed Passed Frequency 7.3 7.5 7.2 Hz w Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0:0269 in/s at 0.010 sec � 0.2 0.1 0.05 0:0394 , 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o I Long 0.0 I u 1 Vert 0.0 it I Tran 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check , Trigger= ► - - Printed:August 14,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation ' W instdntel Event Report ' Histogram Start Time 10:28:42 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Histogram finish Time 10:40:28 August 14,2013 Battery Level 6.3 Volts Number of Intervals 11.00 at 1 minute Unit Calibration November 20,2012 by Instantel Range Geo:10.00 in/s File Name J684EXOD.3U0 Sample Rate 1024sps ' Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction Unit Location: Prop.line by stockpile 10 ' Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes Southern Property Line at Location#1 Off-Road Truck Tran Vert Long 2 PPV 0.0200 0.0150 0.0150 in/s ZC Freq 73 >100 >100 Hz Date Aug 14/13 Aug 14/13 Aug 14/13 w 1 Time 10:29:42 10:29:42 10:29:42 Sensor Check Passed Passed Passed Frequency 7.3 7.5 7.2 Hz ' Overswing Ratio 3.9 3.8 3.8 c 0.6 ------------- ' Peak Vector Sum 0.0212 in/s on August 14,2013 at 10:29:42 > o.z 0.1 ' 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 I i ' Vert 0.0 Tran 0.0 ' 10:29:42 10:39:42 Aug 14113 Aug 14/13 ' Time Scale:1 minute/div Amplitude Scale:Geo:0.0500 in/s/div Sensor Check Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Histogram Start Time 10:41:37 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Histogram Finish Time 10:48:45 August 14,2013 Battery Level 6.3 Volts Number of intervals 7.00 at 1 minute Unit Calibration November 20,2012 by Instantel Range Geo:10.00 in/s File Name J684EXOD.PDO Sample Rate 1024sps Notes , Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction Unit Location: Prop.line by stockpile 10 Unit Serial Number: BA8684 Extended Notes 5 Southern Property Line at Location#1 Off—Road Truck Tran Vert Long 2 PPV 0.0500 0.0450 0.0300 in/s ZC Freq 12 17 24 Hz Date Aug 14/13 Aug 14/13 Aug 14/13 w 1 / Time 10:46:37 10:46:37 10:43:37 Sensor Check Passed Passed Passed Frequency 7.3 7.5 7.2 Hz ' Overswing Ratio 3.9 3.7 3.8 c a. -------------- Peak Vector Sum 0.0520 in/s on August 14,2013 at 10:46:37 > , 0.2 0.1 0.05 f ' 0.0394—I- T--I I--(--I I I—f-+X I—.I 1 2 5 10 20 50 100 ) Frequency(Hz) ' Tran:+ Vert:x Long:o 1 Long V 0.0 ,I Vert 1 o 1 i . I 0.0 1 t n r Tran 0.0 10:42:37 10:48:37 ' Aug 14/13 Aug 14/13 Time Scale:1 minute/div Amplitude Scale:Geo:0.0500 in/s/div Sensor Check Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' N z 0 H U O a � � � � � � � � � � � � r � � � � � � A t instantel Event Report Date rime Tran at 11:02:24 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOE.000 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT ' Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE , South Property Line at Location#2 Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s ' PPV 0.0200 0.0150 0.0150 in/s 5 ZC Freq >100 >100 >100 Hz Time(Rel.to Trig) 0.000 0.978 0.132 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00004 0.00001 0.00003 in Sensor Check Passed Passed Passed z Frequency 7.0 7.5 7.4 Hz Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0224 in/s at 0.000 sec c / O 0.5 ---------- 0.2v ' 0.1 ' 0.05 ' 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Lon I _. T-7�,� ...-_�. /� g 0.0 1 U Vert - 0.0 , ;J Tran 0.0 ' 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div , p Sensor Check Trigger= bo - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' Instantel Event Report Date/Time Long at 11:02:50 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOE.OQO Notes Post Event Notes ' Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 ' Extended Notes Bulldozer USBM R18507 And OSMRE South Property Line at Location#2 10 ' Tran Vert Long No velocity above 0.04 in/s PPV 0.0150 0.0150 0.0200 in/s 5 ZC Freq >100 >100 >100 Hz Time(Rel.to Trig) -0.118 -0.055 0.000 sec Peak Acceleration 0.0663 0.0530 0.0663 g Peak Displacement 0.00007 0.00003 0.00003 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz ' Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0224 in/s at 0:000 sec y 1 c / ' O 0.5 ----------------'' d ' 0.2 ' 0.1 ' 0.05 0.0394 1 2 5 10 20 50 100 > ' Frequency(Hz) Tran:+ Vert:x Long:0 ' Long 0.0 ' Vert 0.0 Tran 0.0 ' 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time Long at 11:03:15 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name ,1684EXOE.PFO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT ' Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes Bulldozer USBM R18507 And OSMRE ' South Property Line at Location#2 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0150 0.0200 in/s ZC Freq 27 73 >100 Hz 5 Time(Rel.to Trig) 0.846 0.306 0.000 sec Peak Acceleration 0.0530 0.0530 0.0530 g , Peak Displacement 0.00010 0.00003 0.00011 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0229 in/s at 2.266 sec y 1 c / O 0.5 -------------- 0.2 ' 0.1 0.05 0.0394 , 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 , I Tran 0.0 ' ® 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div ' P Sensor Check Trigger= 1 - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' ' * InStantel Event Report Date/Time Long at 11:03:59 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOE.QNO Notes Post Event Notes ' Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes Bulldozer USBM R18507 And OSMRE South Property Line at Location#2 10 TranVert Long No velocity above 0.04 in/s PPV 0.020000 0.0150 0.0200 in/s 5 ZC Freq >100 85 28 Hz Time(Rel.to Trig) 0.108 0.257 0.000 sec ' Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00013 0.00003 0.00013 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz ' Overswing Ratio 4.0 3.8 3.7 Peak Vector Sum 0.0229 in/s at 0.000 sec rn 1 c z O 0.5 -------------- N 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > ' Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 ' Vert 0.0 ' Tran 0.0 ' 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check ' Trigger= ►- - 4 Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time Vert at 11:04:14 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXXOE.R20 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT ' Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE ' South Property Line at Location#2 Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0300 0.0200 0:0200 in/s 5 ZC Freq 22 47 47 Hz Time(Rel.to Trig) 1.006 0.000 0.051 sec Peak Acceleration 0.0663 0.0530 0.0398 g Peak Displacement 0.00027 0.00017 0.00016 in , Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0320 in/s at 1.007 sec 1 ' c / w O 0.5 - ------- 0.2 , 0.1 ' 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o ' IF ff Long - 0.0 V I ' Vert 0.0 ,f Tran 0.0 , 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check , Trigger= ►- - 4 Printed:August 15,2013(V 10.30-10.30) Format©1996.2011 Xmark Corporation ' Instantel Event Report Daterrime Tran at 11:04:29 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III ' Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOE.RHO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 ' Extended Notes USBM R18507 And OSMRE South Property Line at Location#2 Bulldozer 10 ' Tran Vert Long PPV 0.0550 0.0350 0.0550 in/s 5 ZC Freq 12 18 12 Hz Time(Rel.to Trig) 2.226 0.237 2.320 sec ' Peak Acceleration 0.0530 0.0530 0.0663 g Peak Displacement 0.00070 0.00033 0.00075 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0735 in/s at 2.235 sec w 1 c O 0.5 -------------- ' 0.2 ' 0.1 ' 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) ' Tran:+ Vert:x Long:o Long 0.0 ' Vert I 0.0 l Tran 0.0 ' 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 111-- - ' Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation * Instantel Event Report ' Daterrime Vert at 11:04:44 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0,0200 in/s Battery Level 6.2 Volts ' Range Geo: 10.00 in/s Unit Calibration November20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXCE.RWO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes Bulldozer USBM RI8507 And OSMRE , South Property Line at Location#2 10 Tran Vert Long ' PPV 0.0400 0.0450 0.0500 in/s ZC Freq 8.8 12 11 Hz 5 Time(Rel.to Trig) 0.158 0.067 0.181 sec Peak Acceleration 0.0663 0.0530 0.0530 g , Peak Displacement 0.00064 0.00053 0.00061 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0616 in/s at 0.181 sec w 1 X ' c / 0 0.5 --------------- ' o.z 0.1 , 0.05 ' 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: o ' Long 0.0 r Vert 0 ' .0 Tran l - - - 0.0 ,I Ab 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check ' Trigger= Ill, - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' ' N Instantel Event Report Date/Time Tran at 11:04:59 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by lnstantel Record Time 3.0 sec at 1024 sps File Name J684EXOE.SBO ' Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 ' Extended Notes USBM R18507 And OSMRIE South Property Line at Location#2 Bulldozer 10 Tran Vert Long PPV 0.0350 0.0350 0.0500 in/s 5 ZC Freq 11 16 15 Hz Time(Rel.to Trig) 0.533 1.255 1.072 sec ' Peak Acceleration 0.0530 0.0663 0.0663 g Peak Displacement 0.00046 0.00037 0.00052 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz ' Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0552 in/s at 0.576 sec w 1 c O 0.5 ---------------' d ' 0.2 ' 0.1 0.05 0.0394 � �� 1 2 5 10 20 50 100 > ' Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 ' Vert 0.0 I `. i ' Tran 0.0 ' 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantei Event Report , Date/Time Tran at 11:05:14 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts ' Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXCE.SQO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT ' Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes Bulldozer USBM R18507 And OSMRE , South Property Line at Location#2 10 Tran Vert Long No velocity above 0.04 In/s ' PPV 0.0350 0.0200 0.0200 in/s 5 ZC Freq 19 57 73 Hz Time(Rel.to Trig) 0.256 2.500 0.089 sec Peak Acceleration 0.0663 0.0530 0.0530 g , Peak Displacement 0.00036 0.00007 0.00015 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0364 in/s at 0.256 sec y 1 'c / O 0.5 -- - 0.2 ' 0.1 ' 0.05 ' 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:e ' Long I n 0.0 1 Vert - - / 0.0 ' � 1 Tran o.o ' 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check ' Trigger= ►- - 4 Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation , ' * Instantel Event Report Date/Time Tran at 11:05:45 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOE.TLO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 ' Extended Notes LISBM R18507 And OSMRE South Property Line at Location#2 Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0150 0.0150 in/s 5 ZC Freq 22 >100 >100 Hz Time(Rel.to Trig) 0.000 0.176 0.250 sec ' Peak Acceleration 0.0530 0.0663 0.0530 g Peak Displacement 0.00012 0.00002 0.00004 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz ' Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0212 in/sat 0:000 sec w 1 O0.5 ---- ---- 0.2 ' 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 ' Vert 0.0 i Tran 0.0 i to 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 1, - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation M Instantel Event Report ' Daterrime Long at 11:06:09 August 14,2013 Serial Number BA8684 V 10:60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOE.U90 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT , Client: Northern Construction Unit Location`. Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE ' South Property Line at Location#2 Bulldozer 10 Tr Vert Long No velocity above 0.04 in/s ' PPV 0.0200 00 0.0250 0.0350 in/s 5 ZC Freq 85 >100 73 Hz Time(Rel.to Trig) 0.021 0.334 0.002 sec Peak Acceleration 0.0530 0.0663 0.0530 g Peak Displacement 0.00004 0.00003 0.00007 in ' Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0384 in/s at 0.002 sec Zia- 0 0.5 --------------- 0.2 ' 0.1 o. ' 0.039494 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o ' Long p __. _..__ _..._. /\ 0.0 I 7 U ' Vert r r T ran I �\ 0.0 ' 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - .4 Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' Instdntel Event Report Date/Time Tran at 11:10:07 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOF.OVO Notes Post Event Notes ' Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 ' Extended Notes USBM R18507 And OSMRE South Property Line at Location#2 Bulldozer 10 Tran Vert Long No velocity above 004 in/s PPV 0.0250 0.0250 0.0200 in/s ZC Freq 30 >100 >100 Hz Time(Rel.to Trig) 2.117 2.072 0.914 sec Peak Acceleration 0.0663 0.0663 0.0663 g Peak Displacement 0.00014 0.00007 0.00009 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz Overswing Ratio 4.1 3.9 3.7 / Peak Vector Sum 0.0287 in/s at 2.117 sec w 1 c / 0 0.5 --------- > ' 0.2 ' 0.1 o.0s 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) ' Tran:+ Vert:x Long:o Long 0.0 ' Vert 0.0 Tran ' 0.0 0. 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 10 - ' Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report ' Date rime Tran at 11:10:28 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOF.1 GO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT , Client: Northern Construction Unit Location: Prop,line by stockpile Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE South Property Line at Location#2 Bulldozer 10 Tran Vert Long PPV 0.0200 0.0150 0.0150 in/s No velocity above 0.04 in/s5 ' ZC Freq 17 >100 >100 Hz Time(Rel.to Trig) 0.000 -0.177 0.839 sec Peak Acceleration 0.0663 0.0663 0.0530 g Peak Displacement 0.00019 0.00004 0.00003 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz Overswing Ratio 4.1 3.9 3.7 / Peak Vector Sum 0.0212 in/s at 1.804 sec c / O 0.5 --------------- i 0.2 1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o ' Long ., 0.0 'J Vert 0.0 , i v i Tran - - 0.0 , 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' M 1nstantel Event Report � Histogram Start Time 11:15:42 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate Ili I Histogram Finish Time 11:32:25 August 14,2013 Battery Level 6.3 Volts Number of Intervals 16.00 at 1 minute Unit Calibration November 20,2012 by Instantel Range Geo:10.00 in/s File Name J684EXOF.A60 Sample Rate 1024sps Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE South Property Line at Location#2 Off—Road Truck 10 Tran Vert Long PPV 0.0300 0.0200 0.0450 in/s 5 ZC Freq >100 >100 >100 Hz Date Aug 14/13 Aug 14/13 Aug 14/13 Time 11:27:42 11:27:42 11:27:42 Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.3 Hz Overswing Ratio 4.0 3.8 3.7 Peak Vector Sum 0.0485 in/s on August 14,2013 at 11:27:42 w 1 0.5 -------------' 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: o Long 0.0 Vert 0.0 Tran 0.0 11:16:42 11:31:42 Aug 14113 Aug 14 N3 Time Scale: 1 minute/div Amplitude Scale:Geo:0.0500 in/s/div Sensor Check Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation M Z O H U O ►.a Instantei Event Report Date/Time Long at 11:10:43 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOF.IVO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE South Property Line at Location#2 Bulldozer 10 ' Tran Vert Long No velocity above 0.04 in/s PPV 0.0150 0.0150 0.0200 in/s 5 ZC Freq 39 >100 >100 Hz Time(Rel.to Trig) -0.029 1.013 0.000 sec Peak Acceleration 0.0530 0.0530 0.0663 g Peak Displacement 0.00021 0.00001 0.00009 in Sensor Check Passed Passed Passed 2 Frequency 7.0 7.5 7.4 Hz Overswing Ratio 4.1 3.9 3.7 / Peak Vector Sum 0.0206 in/s at 0.240 sec 1 X c / 1 O 0.5 -------------- N 0.2 ' 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 Tran 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 1 t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time Long at 11:13:21 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name ,1684EXOF.690 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by stockpile Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE r South Property Line at Location#2 Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s ' PPV 0.0200 0.0150 0.0300 in/s ZC Freq 64 >100 >100 Hz 5 Time(Rel.to Trig) 0.005 0.008 0.006 sec Peak Acceleration 0.0530 0.0663 0.0663 g Peak Displacement 0.00004 0.00002 0.00004 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.3 Hz Overswing Ratio 3.9 3.8 3.7 / Peak Vector Sum 0.0350 in/s at 0.006 sec 1 c / p 0.5 --- - 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long _ ,_ 0.0 I V Vert - 0.0 Tran n 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div p Sensor Check Trigger= ►- - .4 Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation Instantel Event Report Date/Time Long at 11:48:12 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOG.SCO Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes s Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0150 0.0150 0.0200 in/s 2 ZC Freq >100 >100 >100 Hz Time(Rel.to Trig) 0.009 0.021 0.000 sec Peak Acceleration 0.0530 0.0663 0.0530 g Peak Displacement 0.00005 0.00002 0.00002 in w 1 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz w Overswing Ratio 4.0 3.7 3.7 O 0.5 Peak Vector Sum 0.0212 in/s at 0.000 sec 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 Tran 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger=1 - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation InStantei Event Report Date/Time Long at 11:48:27 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOG.SRO Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road T Unit Serial Number: BA8684 T No velocity above 0.04 in/s Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0200 0.0150 0.0200 in/s 2 ZC Freq 85 >100 >100 Hz Time(Rel.to Trig) 2.528 0.045 0.000 sec Peak Acceleration 0.0530 0.0663 0.0663 g Peak Displacement 0.00013 0.00006 0.00003 in y 1 Sensor Check Passed Passed Passed S Frequency 7.1 7.6 7.4 Hz , Overswing Ratio 4.0 3.7 3.7 0 0.5 -------------- Peak Vector Sum 0.0212 in/s at 1.995 sec 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: o I Long 0.0 i Vert _ 0.0 i I Tran 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - 4 Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 xmark Corporation N Instdntel Event Report Date/Time Tran at 11:47:36 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOG.RCO Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert tong PPV 0.0200 0.0150 0.0200 in/s z / - ZC Freq >100 >100 >100 Hz Time(Rel.to Trig) 0.000 0.303 0.006 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00005 0.00002 0.00006 in w 1 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz Overswing Ratio 4.0 3.7 3.7 0 0.5 ,- ---------------- Peak Vector Sum 0.0224 in/s at 0.000 sec r � 0.2 0.1 0. 5t 0.039494 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 Tran 0.0 .0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - A Printed:August 14,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation Instantel Event Report Date/Time Tran at 11:47:52 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name j684EXOG.RSO Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long 2 4 PPV 0.0200 0.0150 0.0200 in/s ZC Freq >100 >100 39 Hz / Time(Rel.to Trig) 0.000 0.087 2.275 sec / Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00009 0.00007 0.00008 in H 1-- Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz Overswing Ratio 4.0 3.7 3.7 Peak Vector Sum 0.0212 in/s at 0.361 sec , 0.2 0.1 0.05 O.Q394 1 2 5 10 20 50 100 y Frequency(Hz) Tran:+ Vert:x Long:e i Long 0.0 i Vert 0.0 Tran 0.0 V A 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div p Sensor Check Trigger= 10-- - Printed:August 14,2013(V 10.30-10.30) Fonnat 01995.2011 Xmark Corporation N Instantel Event Report DatelTime Vert at 11:48:42 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instanter Record Time 3.0 sec at 1024 sps File Name J684EXOG.T60 Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes 5 No velocity above 0.04 inls Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0200 0.0200 0.0200 in/s 2 ZC Freq 64 >100 51 Hz Time(Rel.to Trig) 2.292 0.000 1.996 sec Peak Acceleration 0.0663 0.0530 0.0398 g Peak Displacement 0.00010 0.00015 0.00005 in N 1 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz Overswing Ratio 4.0 3.7 3.7 - Peak Vector Sum 0.0229 in/s at 2.292 sec o.z 0.1 0.05 0.0394 1 2 5 10 20 50 160 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 Tran 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 0 - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation * Instantel Event Report Date/Time Vert at 11:48:57 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps Fite Name !684EXOG.TLO Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes Bulldozer 5 Southern Property Line at Location#3 Tran Vert Long ; PPV 0.0200 0.0250 0.0200 in/s 2 ZC Freq 16 >100 34 Hz / Time(Rel.to Trig) 0.956 1.493 1.658 sec / Peak Acceleration 0.0530 0.0663 0.0530 g Peak Displacement 0.00019 0.00021 0.00014 in Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz Overswing Ratio 4.0 3.7 3.7 -------- Peak Vector Sum 0.0308 in/s at 2.572 sec > o.z 0.1 0.05 0.039 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o 1 I Long 0.0 Vert 0.0 J Tran 0.0 I 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 10-- - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation InStdntel Event Report Date/Time Long at 11:49:12 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOG.000 Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0250 0.0300 0.0350 in/s 2 ZC Freq 85 16 21 Hz Time(Rel.to Trig) 0.033 0.573 1.041 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00014 0.00031 0.00021 in w 1 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz >. Overswing Ratio 4.0 3.7 3.7 Peak Vector Sum 0.0357 in/s at 1.041 sec 0.5 --- -- 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 160 > Frequency(Hz) Tran:+ Vert:x Long:0 Long 0.0 1 Vert 0.0 J Tran 0.0 .0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= P- - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instdntel Event Report Date/Time Vert at 11:49:27 August 14,2013 Serial Number BA8684 V 10,60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Nance v684EXOG.UFO Notes Project&Location: Redtand Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop:fine by haul road Unit Serial Number: BA8684 Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0250 0.0450 0.0600 in/s 2 ZC Freq 43 24 12 Hz Time(Rel.to Trig) 2.052 2.068 0.163 sec Peak Acceleration 0.0530 0.0530 0.0663 g Peak Displacement 0.00027 0.00046 0.00069 in w 1 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz Overswing Ratio 4.0 3.7 3.7 , Peak Vector Sum 0.0658 in/s at 2.078 sec o.z 0.1 0 0 0.05 0 00 0 0 X 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:0 Long 0.0 a Vert 0.0 t� Tran 0:0 I 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div p Sensor Check Printed:August 14,2013(V 10.30-10.30) Format©1995.2011 Xrrtark Corporation Instantel Event Report Daterrime Tran at 11:49:42 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOG.000 Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes s Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0450 0.0550 0.0500 in/s z ZC Freq 17 16 15 Hz Time(Rel.to Trig) 1.869 2.073 1.870 sec Peak Acceleration 0.0530 0.0663 0.0663 g Peak Displacement 0.00043 0.00057 0.00048 in a 1 Sensor Check Passed Passed Passed E Frequency 7.1 7.6 7.4 Hz , Overswing Ratio 4.0 3.7 3.7 0 , Peak Vector Sum 0.0693 in/s at 1.874 sec 0) 0.5 ---------------- \� o.z 0.1 0.05 X + 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 i r 1 Tran 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Printed:August 14,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation Instantel Event Report Date/Time Tran at 11:49:57 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3,0 sec at 1024 cps File Name !684Ex®G V90 Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction to Unit Location: Prop,Iine by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0300 0.0200 0.0250 in/s 2 ZC Freq 15 85 24 Hz / Time(Rel.to Trig) 0.009 0.027 0.402 sec / Peak Acceleration 0.0530 0.0530 0.0530 g ,. Peak Displacement 0.00031 0.00008 0.00014 in Sensor Check Passed Passed Passed s Frequency 7.1 7.6 7.4 Hz Y Overswing Ratio 4.0 3.7 3.7 v Peak Vector Sum 0.0308 in/s at 0.010 sec 0) 0.5 ---- 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: o Long 0.0 l �tll Iv Vert �` 0.0 Tran 44j 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div P Sensor Check Trigger= ►- - Printed:August 14,2013(V 10.30-10.30) Format 01995.2011 Xmark corporation * Instantel Event Report Daterrime Tran at 11:50:13 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instanter Record Time 3.0 sec at 1024 sps File Name J684EXOG.VPO Notes Project&Location: Redland Brick,South Windsor,CT USBM RI8507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0250 0.0200 0.0200 in/s 2 ZC Freq 27 >100 32 Hz / Time(Rel.to Trig) 0.289 0.833 0:008 sec / Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00015 0.00006 0.00010 in Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz Overswing Ratio 4.0 3.7 3.7 Peak Vector Sum 0.0274 in/s at 0.289 sec o.z 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:s Long 0.0 Vert 0.0 rl J Tran 0.0 0.01.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 1 — t Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time Long at 11:52:15 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3 0 sec at 1024 sps File Name vi684EXOG.Z30 Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction i0 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0150 0.0150 0.0200 in/s 2 ZC Freq >100 >100 >100 Hz Time(Rel.to Trig) -0.005 0.005 0.000 sec / Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00003 0.00001 0.00002 in w 1 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz >, Overswing Ratio 4.0 3.7 3.7 v ---- -- Peak Vector Sum 0.0292 in/s at 0.005 sec ; o s 0.2 0.1 0.0s 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o I Long 0.0 I Vert 0.0 Tran 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div P Sensor Check Trigger= 11- - Printed:August 14,2013(V 10.30-10.30) Fonnat©1995-2011 Xmark Corporation * Instantel Event Report Date/Time Tran at 11:53:27 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOH.130 Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0450 0.0150 0.0200 in/s 2 ZC Freq 85 >100 >100 Hz Time(Rel.to Trig) 0.030 0.021 0.008 sec Peak Acceleration 0.0795 0.0663 0.0530 g Peak Displacement 0.00007 0.00002 0.00003 in 1 Sensor Check Passed Passed Passed ------------ Frequency 7.1 7.6 7.4 Hz w Overswing Ratio 4.0 3.7 3.7 ---------------- Peak Vector Sum 0.0453 in/s at 0.030 sec L o.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 I Tran 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 1, - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time Long at 11:54:11 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOH.2B0 Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0150 0.0150 0.0250 in/s z ZC Freq >100 >100 23 Hz / Time(Rel.to Trig) -0.221 0.018 2.324 sec / Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00008 0.00003 0.00016 in Sensor Check Passed Passed Passed s Frequency 7.1 7.6 7.4 Hz Overawing Ratio 4.0 3.7 3.7 c o.s -------------- Peak Vector Sum 0.0260 in/s at 2.324 sec o.z 0.1 T 0.05 0.0394 1 2 5 10 30 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o i Long 0.0 � I V Vert 0.0 � J Tran i 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Mark Corporation Instant@I Event Report Datelrime Long at 11:54:58 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo: 0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOH.3M0 Notes Project&Location: Redland Brick,South Windsor.CT USBM RI8507 And OSMRE Client: Northern Construction Unit Location: Prop.line by haul road 10 Unit Serial Number: BA8684 Extended Notes Southern Property Line at Location#3 BUl1dOZ2Y Tran Vert Long PPV 0.0300 0.0350 0.0600 in/s 2 ZC Freq 18 22 18 Hz Time(Rel.to Trig) 1.964 1.952 2.232 sec Peak Acceleration 0.0530 0.0530 0.0663 g / Peak Displacement 0.00027 0.00023 0.00049 in y 1 Sensor Check Passed Passed Passed Frequency 7.1 7.5 7.3 Hz >, Overswing Ratio 4.2 3.9 3.7 c o.s Peak Vector Sum 0.0626 in/s at 2.232 sec 0.2-Z 0.1 0 0.05 0 0.0394 09;�. 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert - y 0.0 l Tran 0.0 10.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= to - t Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time Long at 11:55:33 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate Ili Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOH 4L0 Notes Project&Location: Redland Brick,South Windsor,CT USBM RI8507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long PPV 0.0300 0.0300 0.0200 in/s 2 ZC Freq 20 21 >100 Hz Time(Rel.to Trig) 1.528 1.321 0.000 sec / Peak Acceleration 0.0663 0.0663 0.0663 g Peak Displacement 0.00024 0.00018 0.00005 in 1 Sensor Check Passed Passed Passed Frequency 7.1 7.7 7.5 Hz , Oversw(ng Ratio 4.1 4.1 3.3 a o.s -- -- Peak Vector Sum 0.0320 in/s at 1.321 sec o.z 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o n Long 0.0 i i • Vert 0,0 II V i Tran 0.0 V 0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude i p tude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 0, - Printed:August 14,2013(V 10.30-10.30) Fonnat©1995.2011 Xmark Corporation * lnstantel Event Report Histogram Start Time 11:57:55 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Histogram Finish Time 12:12:30 August 14,2013 Battery Level 6.3 Volts Number of Intervals 14.00 at 1 minute Unit Calibration November 20,2012 by Instantel Range Geo:10.00 in/s File Name J684EXOH.8J0 Sample Rate 1024sps Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 10 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes 5 Southern Property Line at Location#3 Off-Road Truck Tran Vert Long 2 PPV 0.0700 0.0300 0.0550 in/s ZC Freq >100 >100 >100 Hz Date Aug 14/13 Aug 14/13 Aug 14/13 N 1 Time 12:02:55 12:02:55 12:02:55 c / Sensor Check Passed Passed Passed — Frequency 7.0 7.6 7.4 Hz Overswing Ratio 4.0 3.8 3.7 0 0.5 ------ Peak Vector Sum 0.0803 in/s on August 14,2013 at 12:02:55 > 0.z 0.1 0.05 0.0394 1 2 5 10 20 50 100 > L Frequency(Hz) Tran:+ Vert:x Long: o Long 0.0 � 1 Vert 0.0 Tran 0.0 11:58:55 12:11:65 1 Aug 14/13 Aug 14/13 Time Scale:1 minute/div Amplitude Scale:Geo:0.0500 in/s/div Sensor Check Printed:August 14,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation m ' w m m m m m w m m m a m " m m e' w Z O d U O a t * Instant@I Event Report Date/Time Vert at 12:34:15 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.4 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOI.X30 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0150 0.0200 0.0150 in/s ZC Freq >100 85 >100 Hz Time(Rel.to Trig) -0.135 0.000 -0.043 sec Peak Acceleration 0.0663 0.0530 0.0663 g Peak Displacement 0.00002 0.00003 0.00001 in Sensor Check Passed Passed Check 2 Frequency 7.1 7.6 7.5 Hz Overswing Ratio 4.0 3.8 3.6 Peak Vector Sum 0.0229 in/s at 0.000 sec N 1 c / O 0.5 ---------------- ' 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 160 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 V Tran I 0.0 .0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= No - t ' Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation w Instantel Event Report Date/Time Long at 12:34:31 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate Ili Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.n sec at 1024 sps File Name J684EXOI.XJO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction M Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes Bulldozer USBM RI8507 And OSMRE Location#4-Clay Field by Dozer 10 Tran Vert Long PPV 0.0350 0.0400 0.0350 in/s 5 ZC Freq 34 30 34 Hz Time(Rel.to Trig) 0.047 1.852 1.028 sec Peak Acceleration 0.0530 0.0663 0.0663 g Peak Displacement 0.00036 0.00032 0.00025 in Sensor Check Passed Passed Check 2 Frequency 7.1 7.6 7.5 Hz Overawing Ratio 4.0 3.8 3.6 / Peak Vector Sum 0.0534 in/s at 2.664 sec N 1 X c / 0 0.5 ---- ---- 0.2 0.1 o.Os o.a3sa 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:0 Long _ _ _ .. _ r 0.0 v Vert 4 4"a�a` �� od - - -F �"� ^ 0.0 r� Trans 0.0 V 0A 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div p Sensor Check Trigger= ►- - 4 Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Daterrime Vert at 12:34:46 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOI.XYO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long PPV 0.0450 0.0750 0.0500 in/s ZC Freq 17 22 23 Hz Time(Rel.to Trig) 0.088 0.580 0.578 sec Peak Acceleration 0.0530 0.0530 0.0663 g Peak Displacement 0.00043 0.00068 0.00054 in Sensor Check Passed Passed Check 2 Frequency 7.1 7.6 7.5 Hz Overswing Ratio 4.0 3.8 3.6 / Peak Vector Sum 0.0856 in/s at 0.580 sec y 1 c / 0 0. ------ ----, 0.2 0.1 x o.o x x x x 0.0394 a X X x 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert r1 0.0 Tran 0.0 A 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time Vertat 12:35:01 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOI.YDO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location`. Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0150 0.0200 0.0150 in/s ZC Freq >100 >100 >100 Hz 5 Time(ReL to Trig) -0.016 0.000 -0.014 sec Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00009 0.00011 0.00002 in Sensor Check Passed Passed Check 2 Frequency 7.1 7.6 7.5 Hz Overawing Ratio 4.0 3.8 3.6 / Peak Vector Sum 0.0250 in/s at 1.563 sec N 1 C / O0. -- ----- 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 ) Frequency(Hz) Tran:+ Vert:x Long:o I i Long -- , - 0.0 11 Vert 0.0 Tran -__ _____ _.._ ._ _ _ l\ ✓ 0.0 .0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor p so Check Trigger=►- - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instdntel Event Report Date/Time Vert at 12:35:16 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOI.YSO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes Bulldozer USBM R18507 And OSMRE Location#4-Clay Field by Dozer 10 Tran Vert Long PPV 0.0350 0.0350 0.0500 in/s ZC Freq 20 16 17 Hz 5 Time(Rel.to Trig) 2.588 2.414 2.733 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00028 0.00031 0.00047 in Sensor Check Passed Passed Check 2 Frequency 7.1 7.6 7.5 Hz Overswing Ratio 4.0 3.8 3.6 / Peak Vector Sum 0.0517 in/s at 2.544 sec N 1 c / O 0.5 --------------- 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o ILong 0.0 Vert 0.0 Tran 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instdntel Event Report Date/Time Long at 12:36:31 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts , Range Geo:10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name 3684EX01270 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long PPV 0.0450 0.0600 0.0450 in/s ZC Freq 13 27 16 Hz 5 Time(Rel.to Trig) 0.980 0.987 1.029 sec Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00070 0.00047 0.00040 in Sensor Check Passed Passed Check 2 Frequency 7.1 7.6 7.5 Hz Overswing Ratio 4.0 3.8 3.6 Peak Vector Sum 0.0757 in/s at 1.082 sec rn 1 C / O 0.5 --- --- 0.2 0.1 X X 0.05 + X0� X 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:e Long 0.0 Vert .��,a 0.0 tI f Tran n A. I A . 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 10-- - Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation Instantel Event Report Date/Time Vert at 12:36:06 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOJ.060 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0150 0.0200 0.0150 in/s 5 ZC Freq 24 24 32 Hz Time(Rel.to Trig) -0.069 0.000 0.004 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00010 0.00015 0.00008 in Sensor Check Passed Passed Check 2 Frequency 7.1 7.6 7.5 Hz Overswing Ratio 4.0 3.8 3.6 Peak Vector Sum 0.0255 in/s at 0.004 sec H 1 o os ------ - m 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o r Long 0.0 Vert 0.0 J: 1 Tran 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - 4 Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time Vert at 12:36:50 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate ill Trigger Source Gee:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 s;s File Name J684EXuJ.1 EO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0150 0.0200 0.0150 in/s 5 ZC Freq 43 27 >100 Hz Time(Rel.to Trig) -0.013 0.000 0.282 sec Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00006 0.00012 0.00004 in Sensor Check Passed Passed Check 2 Frequency 7.1 7.6 7.5 Hz Overswing Ratio 4.0 3.8 3.6 / Peak Vector Sum 0.0212 in/s at 0.029 sec H 1 O 0.5 ------- , 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o I I Long I /�- 0.0 f v Vert 0.0 1 Tran I I I 0.0 J 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 10 - Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 xmark Corporation ' * h15tant@I Event Report Date/Time Tran at 12:37:05 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOJ.ITO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 1 Tran Vert Long PPV 0. No velocity above 0.04 in/s 0250 0.0350 0.0250 in/s 5 ZC Freq 37 27 28 Hz Time(ReLto Trig) 0.220 0.224 1.134 sec Peak Acceleration 0.0530 0.0530 0.0663 g Peak Displacement 0.00022 0.00019 0.00014 in Sensor Check Passed Passed Check 2 Frequency 7.1 7.6 7.5 Hz Overswing Ratio 4.0 3.8 3.6 Peak Vector Sum 0.0377 in/s at 0.224 sec N 1 Z 0 os 0.2 0.05 0.0394 1 2 5 10 20 50 160 > Frequency(Hz) Tran:+ Vert:x Long:e Long 0.0 Vert 0.0 1 Tran 0.0 0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►— — A Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report ' Date/Time Vert at 12:48:26 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.4 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXO;.KQO Notes Post Event Notes Project&Location: Rediand Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long PPV 0.0200 0.0550 0.0250 in/s ZC Freq 17 3.1 64 Hz Time(Rel.to Trig) 0.415 0.475 0.259 sec Peak Acceleration 0.0530 0.0663 0.0530 g Peak Displacement 0.00016 0.00261 0.00028 in Sensor Check Passed Passed Passed 2 Frequency 7.2 7.6 7.3 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0618 in/s at 0.485 sec 1 c / Z. o 0.5 -------------- > 0.2 I 0.1 0.05 x X 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:e Long - 0.0 v I Vert w -�- ,.�... m_ 0.0 t Tran 0.0 V 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 0, - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Daterrime Long at 12:49:21 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOJ.M90 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0150 0.0150 0.0200 in/s 5 ZC Freq >100 >100 >100 Hz Time(Rel.to Trig) -0.004 0.007 0.000 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00004 0.00002 0.00001 in Sensor Check Passed Passed Passed 2 Frequency 7.2 7.6 7.3 Hz Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0235 in/s at 0.007 sec 1 c / O 0.5 -------------- 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o ' Long 0.0 Vert 0.0 i Tran 0.0 ' 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instant@I Event Report Date/Time Vert at 12:50:37 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by instantel Record Time 3.0 sec at 1024 sps File Name :l684EXOi.ODO Notes Post Event Notes Project&Location: Rediand Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0350 0.0200 in/s 5 ZC Freq >100 3.2 64 Hz Time(ReL to Trig) 0.278 0.397 0.269 sec Peak Acceleration 0.0663 0.0530 0.0663 g Peak Displacement 0.00006 0.00156 0.00009 in Sensor Check Passed Passed Passed 2 Frequency 7.2 7.6 7.3 Hz Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0357 in/s at 0.397 sec y 1 c / T O 0.5 -- - 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 i v Vert _ - 0.0 Tran I.. 0.0 v 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check ' Trigger= ► - A Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation * lnstdntel Event Report Datefrime Vert at 12:51:38 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOJ.Q20 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0150 0.0200 0.0150 in/s 5 ZC Freq >100 32 85 Hz Time(Rel.to Trig) 0.322 0.000 -0.175 sec Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00005 0.00024 0.00003 in Sensor Check Passed Passed Passed 2 Frequency 7.2 7.6 7.3 Hz ' Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0235 in/s at 0.341 sec 1 c / O 0.5 ------ 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:e Long 0.0 Vert 0.0 Tran 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 1, - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation z 0 U O Instantel Event Report DateITime Vert at 12:48:26 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.4 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOJ.KQO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#5-Near Haul Road by Stockpiles for Truck 10 Off-Road Truck Tran Vert Long PPV 0.0200 0.0550 0.0250 in/s 5 ZC Freq 17 3.1 64 Hz Time(Rel.to Trig) 0.415 0.475 0.259 sec Peak Acceleration 0.0530 0.0663 0.0530 g Peak Displacement 0.00016 0.00261 0.00028 in Sensor Check Passed Passed Passed z Frequency 7.2 7.6 7.3 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0618 in/s at 0.485 sec w 1 c / 0 0.5 --------------- i 0.2 0.1 0.05 X X 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran: + Vert:x Long:o Long 0.0 w Vert 0.0 1 1 Tran 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check ' Trigger= ►- - A Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Event Report rt , Date/Time Long at 12:49:21 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EX0 J.M90 Notes Post Event Notes Project&location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#5-Near Haul Road by Stockpiles for Truck Off-Road TruckTran 10 Vert Long No velocity above 0.04 in/s PPV 0.0150 0150 0.0150 0.0200 in/s 5 ZC Freq >100 >100 >100 Hz Time(Rel.to Trig) -0.004 0.007 0.000 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00004 0.00002 0.00001 in Sensor Check Passed Passed Passed 2 Frequency 7.2 7.6 7.3 Hz Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0235 in/s at 0.007 sec 1 c / O 0.5 ------- a 0.27 0.1 0. 0.039494 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: o Long 0.0 1 / Vert 0.0 i t I v T Fan 0,0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ► - 4 Printed:August 15,2013(V 10.30-10.30) Fonnat 01995-2011 Xmark Corporation * Instantel Event Report Daterrime Vert at 12:50:37 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOJ.ODO Notes Post Event Notes ' Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#5-Near Haul Road by Stockpiles for Truck 10 Off-Road Truck Tran Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0350 0.0200 in/s 5 ZC Freq >100 3.2 64 Hz Time(Rel.to Trig) 0.278 0.397 0.269 sec ' Peak Acceleration 0.0663 0.0530 0.0663 g Peak Displacement 0.00006 0.00156 0.00009 in Sensor Check Passed Passed Passed 2 Frequency 7.2 7.6 7.3 Hz Overswing Ratio 3.9 3.7 3.7 X Peak Vector Sum 0.0357 in/s at 0.397 sec y 1 / Z' O 0.5 --- 0.2 0.1 0.0 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) ' Tran:+ Vert:x Long:0 Long 0.0 Vert 0.0 Tran 0.0 0. 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= li, - t ' Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantei Event Report Date/Time Vert at 12:51:38 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate ill Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 ints Unit Calibration November 20,2012 by Instantei Record Time 3.0 sec at 1024 sps File Name J684EXOJ.Q20 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#5-Near Haul Road by Stockpiles for Truck 10 Off-Road Truck Tran Vert Long No velocity above 0.04 in/s PPV 0.0150 0.0200 0.0150 inls 5 ZC Freq >100 32 85 Hz Time(Rel.to Trig) 0.322 0.000 -0.175 sec Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00005 0.00024 0.00003 in Sensor Check Passed Passed Passed 2 Frequency 7.2 7.6 7.3 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0235 in/s at 0.341 sec c / O 0.5 ------ > , 0.2 j 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o , Long ��. .- a - I 0.0 I / i v Vert 0.0 Tran i 0.0 0. 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation z 0 H U O a Instantel Event Report , Daterrime Vert at 13:15:52 August 14,2013 Serial Number BA8684 V 10.60-8.17 B►astMate III Trigger Source Geo:0.0200 in/s Battery Level 6.4 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOK.UGO Notes Post Event Notes Project&Location: Rediand Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE , Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s 'PPV 0.0200 0.0200 0.0150 in/s ZC Freq 43 >100 >100 Hz Time(Rel.to Trig) 0.313 0.000 0.145 sec Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00009 0.00012 0.00002 in Sensor Check Passed Passed Passed 2- -Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0229 in/s at 0.000 sec c / w p 0.5 , 0.2 , 0.1 0.05 0.0394 , 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o I Long i 0.0 v ' Vert 0.0 I T Tran I - ----- �_ _� :�.T� ,� - - 0.0 U 0.0 1.0 2.0 3.0 , Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 110- - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' * Instantel Event Report Date/Time Long at 13:16:10 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOK.UYO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0250 0.0200 in/s 5 ZC Freq 51 64 34 Hz Time(Rel.to Trig) 0.344 0.801 0.000 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00019 0.00021 0.00008 in Sensor Check Passed Passed Passed 2- -Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0269 in/s at 0.801 sec H 1 c X T p 0.5 ' 0.2 0.1 0.0 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: o Long 0.0 Vert 0.0 Tran 0.0 0:0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - Printed:August 15,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation Instantei Event Report Datelrime Vert at 13:16:25 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III - Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in.'s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name .l684€XOK`JDO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0200 0.0150 in/s ZC Freq 85 39 >100 Hz Time(Rel.to Trig) 0.383 0.000 0.007 sec Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00011 0.00013 0.00004 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0212 in/s at 2.951 sec w 1 , c / T p 0.5 --------------- 0.2-Z 0.1 0.05 0.0394 ' 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long i 0.0 , Vert - 0.0 , r Tran 0.0 0.0 1.0 2.0 31.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ► - A Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time Long at 13:16:40 August14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III ' Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOK.VSO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s PPV 0.0250 0.0250 0.0250 in/s 5 ZC Freq 17 17 57 Hz Time(Rel.to Trig) 2.535 0.166 0.001 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00024 0.00029 0.00010 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0335 in/s at 0.167 sec y 1 c / , p 0.5 - --' > 0.2 0.1 0.0 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o ' Long 0.0 Vert 0.0 VV Tran 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►-- -t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report , Date/Time Vert at 13:16:56 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III , Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOK.W80 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT ' Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE ' Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s PPV 0.0250 0.0350 0.0350 in/s 5 ZC Freq 39 32 30 Hz Time(ReL to Trig) 2.014 1.499 1.208 sec Peak Acceleration 0.0530 0.0663 0.0530 g Peak Displacement 0.00012 0.00026 0.00024 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0381 in/s at 1.208 sec 1 / c / O0. --- ----' 0.2 0.1 0.0 0.0394 1 2 5 10 20 50 100 Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 , 1 % v Vert - e_ 0.0 11 I i Tran I r_. _ _ - 0.0Ak , 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= III, - 4 Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmartr Corporation , ' * Instantel Event Report Date/Time Vert at 13:17:11 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOK.WNO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 ' Extended Notes USBM R18507 And OSMRE Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s PPV 0.0250 0.0300 0.0300 in/s 5 ZC Freq 20 17 14 Hz Time(Rel.to Trig) 0.129 0.341 0.412 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00017 0.00030 0.00029 in Sensor Check Passed Passed Passed 2- -Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0367 in/s at 1.557 sec H 1 c / p 0.5 0.2 ' 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o ' Long 0.0 Vert 0.0 U Tran 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 1, - t ' Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Inst ntel Event Report , Date/Time Long at 13:17:27 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOK.X30 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT ' Client: Northern Construction Unit Location: Pro p.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE i Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s , PPV 0.0150 0.0200 0.0200 in/s 5 ZC Freq 51 >100 51 Hz Time(Rel.to Trig) -0.096 0.180 0.000 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00014 0.00011 0.00005 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0229 in/s at 0.000 sec / Y p 0.5 0.2-> 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 v 1 Vert 0.0 1 1 Train / 0.0 1 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 10- - - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation , ' W Instantel Event Report Date/Time Tran at 13:17:42 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.2 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOK.XIO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,ICT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran 00 Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0150 0.0200 in/s 5 ZC Freq >100 >100 >100 Hz Time(Ref.to Trig) 0.000 -0.053 1.498 sec Peak Acceleration 0.0530 0.0530 0.0663 g Peak Displacement 0.00007 0.00009 0.00002 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0218 in/s at 0.554 sec c / Y 0. ------___ ' 0.2 0.1 0.05 0.0384 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 ' Vert 0.0 Tran 0.0 ' 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - ' Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Deport ' Date/Time Vert at 13:18:37 August 14,2013 Serial Number BA8684 V 10,60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOK_.Z10 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT , Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE , Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s ' PPV 0.0200 0.0200 0.0200 in/s ZC Freq 39 23 >100 Hz Time(Rel.to Trig) 1.280 0.000 2.300 sec Peak Acceleration 0.0530 0.0530 0.0530 g Peak Displacement 0.00010 0.00018 0.00008 in ' Sensor Check Passed Passed Passed 2- -Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 I / Peak Vector Sum 0.0229 in/s at 0.184 sec c / w p 0.5 0.2 0.1 0.05 0.0394 1 2 5 10 20 5o 100 > , Frequency(Hz) Tran:+ Vert:x Long: o I 'I Long - - 0.0 1l Vert 0.0 Tran I 0.0 0.0 1.0 2.0 3.0 ' Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ►- - A Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation ' ' * Instantel Event Report ' Date/Time Long at 13:18:53 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOK.ZHO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0350 0.0250 in/s 5 ZC Freq >100 51 15 Hz Time(Rel.to Trig) 0.146 1.832 0.552 sec Peak Acceleration 0.0663 0.0663 0.0530 g Peak Displacement 0.00020 0.00027 0.00019 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0364 in/s at 1.832 sec c / vp 0.5 / ' 0.2 1 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 Tran 0.0 .0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check ' Trigger= 0, - t Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation Instantel Event Report ' Date/Time Long at 13:19:08 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III ' Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOK.ZWO Notes Post Event Notes ' Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE , Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s ' PPV 0.0200 0.0250 0.0250 in/s ZC Freq 51 17 24 Hz Time(Rel.to Trig) 0.568 0.563 0.564 sec Peak Acceleration 0.0530 0.0663 0.0530 g , Peak Displacement 0.00011 0.00024 0.00014 in Sensor Check Passed Passed Passed 21 Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 ' Peak Vector Sum 0.0335 in/s at 0.564 sec 1 i.r `p 0.5 --------------' / , 0.2 0.1 ' 0.05 0.0394 1 2 5 10 20 50 100 Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 ' 1 � v Vert A-ya •p9 0.0 I Tran I 0.0 1.0 2.0 3.0 , Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= i>~ 4 Printed:August 15,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation ' Instantel Event Report Date/Time Vert at 13:19:23 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III ' Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 2%2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOL.OBO Notes Post Event Notes Project&Location: Redland Bdck,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 ' Extended Notes USBM R18507 And OSMRE Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer ' Tran Vert Long PPV 0.0200 0.0350 0.0400 in/s 5 ZC Freq 64 37 30 Hz Time(Rel.to Trig) 0.331 0.012 2.058 sec Peak Acceleration 0.0663 0.0530 0.0530 g Peak Displacement 0.00011 0.00028 0.00021 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0412 in/s at 2.058 sec ,+ 1 c ZX 44 0 os ---------------- o.z ' 0.1 0.0 ' 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:e Long 0.0 ' Vert 0.0 , i `i ' Tran 0.0 .0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check ' Trigger= 1, - t Printed:August 15,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation instantel Event Report ' Daterrime Vert at 13:19:38 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts ' Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name .1684EXOL.0Q0 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT ' Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE ' Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert Long No velocity above 0.04 in/s ' PPV 0.0250 0.0250 0.0250 in/s ZC Freq 51 >100 47 Hz Time(Rel.to Trig) 0.037 2.002 2.527 sec Peak Acceleration 0.0530 0.0530 0.0530 g ' Peak Displacement 0.00015 0.00014 0.00007 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 U Peak Vector Sum 0.0292 in/s at 2.002 sec c ZX- 2 0.5 --- > , 0.2 ' 0.1 0.05 0.0394 ' 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 , 1 � ti v Vert 0.0 Tran 0.0 I U 0.01.0 2.0 3.0 ' Time Scale:0.20 sec/div Amplitude Scale.Geo:0.100 in/s/div Sensor Check Trigger= 10 - 4 Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation , ' Instantel Event Report ' Date/Time Tran at 13:19:58 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOL.IAO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer ' Tran Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0200 0.0200 in/s ZC Freq 32 >100 >100 Hz Time(Rel.to Trig) 0.000 0.259 0.183 sec ' Peak Acceleration 0.0530 0.0530 0.0663 g Peak Displacement 0.00023 0.00015 0.00004 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz ' Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0255 in/s at 0.049 sec -------------- p 0.5 ------------- ' 0.2 ' 0.1 0.0 ' 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:e ' Long 0.0 t Vert 0.0 1 ' Tran 0.0 ' .0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check ' Trigger= 10 - Printed:August 15,2013(V 10.30-10.30) Format©1996.2011 Xmark Corporation Instantet Event Report ' Date/Time Vert at 13:20:51 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III 1 Trigger Source Geo:0.0200 in/s Battery Level 6.3 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 see at 1024 sps File Name J684EXOL.2R0 Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT 1 Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 Extended Notes USBM R18507 And OSMRE , Location#6-Near Property Line between Haul Road and Lot#2 to Bulldozer Tran Vert tong No velocity above 0.04 in/s ' PPV 0.0150 0.0250 0.0150 in/s 5 ZC Freq >100 >100 >100 Hz Time(Rel.to Trig) -0.015 0.015 0.772 sec Peak Acceleration 0.0663 0.0663 0.0663 g ' Peak Displacement 0.00004 0.00003 0.00001 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 Peak Vector Sum 0.0250 in/s at 0.015 sec en 1 X ' p 0.5 - ---' 1 0.2 ' 0.1 0.05 0.0394 ' 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o 1 I Long 0.0 ' � 1 Vert 0.0 ' T I, J i Tran 0.0 0.0 . 1.0 2.0 3.0 1 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= ice- - 4 Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' InStantel Event Report ' Daterl ime Long at 13:26:57 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate III Trigger Source Geo:0.0200 in/s Battery Level 6.4 Volts Range Geo: 10.00 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOL.CXO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Prop.line by haul road Unit Serial Number: BA8684 ' Extended Notes USBM R18507 And OSMRE Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Tran Vert tong No velocity above 0.04 in/s PPV 0:0150 0:0150 0.0200 in/s 5 ZC Freq >100 >100 >100 Hz Time(Rel.to Trig) 0.023 0.953 0.000 sec ' Peak Acceleration 0.0530 0.0663 0.0530 g Peak Displacement 0.00002 0.00001 0.00001 in Sensor Check Passed Passed Passed 2 Frequency 7.1 7.5 7.2 Hz ' Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0212 in/s at 2.790 sec c / y O 0.5 ------------- 0.2 0.1 0.05 ' 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 ' Vert 0.0 , l ' Tran 0.0 ' 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 1- - ' Printed:August 15,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Redland Brick Inc. 15718 Clear Spring Road P0.Box 160 CERTIFIED MAIL.RECEIPT RETURN REQUESTED Williamsport,Maryland 21795 (301)223-7700 December 17,2013 (301)223-6675 Fax i Ms.Ann S. Pola ► 290 Strong Road South Windsor, CT 06074-0000 An IS09001 Registered Ouafity System Re:Redland Brick Inc.- KF Plant 1440 John Fitch Boulevard South Windsor,CT 06074 Dear Property Owner: In accordance with Section 8.2 of the Town of South Windsor Zoning Regulations,we are required to notify you that an application has been filed on the property abutting yours and 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, however,you are not required to attend. 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 will be heard,please contact Ms. Michele R. Upe,Town Planner, Planning Department,644-2511, ext. 252. We withdrew our permit application that we informed you about in September due to technicalities in the permitting process. We addressed those issues and otherwise are submitting essentially the same permit application as before. We are required to provide you with a notification again since this is a new application. In addition, if you have specific questions related to Redland Brick Inc:s operations, please contact Mr. Barry Miller,Manager-Safety, Environmental,and Quality,at(301)223-7700,or Mr. Ed Cunningham, KF Plant Manager,at(860)366-2742. Sincerely, i� Barry Miller 15718 Clear Spring Road Williamsport, MD 21795 (301)223-7700 Manufacturer of quality brick products i' Cushwa rA. KF ';;, Harmar t Rocky Ridge U.S. Postal Service U.S. Postal Service,,., CERTIFIED MAIL:. RECEIPT CERTIFIED MAIL RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.com, — For delivery information visit our website at www.usps.com- I _ , — - r r r •I PS Form 3a00.Aog,,sl 203C itee R•we•ge Iri In s7r_r.ticr5 PS rnr r•3FDJ ni_g c�i 27D3 s, Re:.,-se lo•I�st r.,c Nods U.S. Postal Service U.S. Postal Service. CERTIFIED MAIL-Ll RECEIPT CERTIFIED MAIL,, RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) I (Domestic Mail Only;No insurance Coverage Provided) — For delivery information visit our website at www.usps.corn- - For delivery information visit our website at www.usps.com.. OFFICIAL -OFFICiAL USE 1 - r r r r r pg F,,ri 3AJD.A—-,'230[i -_F,ev�-i-,- or msl-i Uior�s °5 Form�t?Jl; A.iq i r,iU; Sc- aevcrse'ur 15Uudions U.S. Postal Service U.S. Postal Service' CERTIFIED MAIL RECEIPT CERTIFIED MAIL,: RECEIPT \ (Domestic Mail Only;No Insurance Coverage Provided) (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.com;-. For delivery information visit our website at www.usps.com: - - IAL F OFFICIAL a~ I r r r r f S or n?p0 i,",;, sl 2::06 �,,li.- se I'),i!�s!wc C oat PS Funr�J»)C P„gist 1(I iiri See Hevcrsc 10�Ir slr,iCtiors F qu U.S. Postal Service- U.S. Postal Service- CERTIFIED MAILT. RECEIPT CERTIFIED MAIL,,.: RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.com, For delivery information visit our website at www.usps.com: >, s .A OFFICIALUU0 r 1 F�A - ��• '—� ?S'Fri:, 30.; At I-906 Ps Form 380J Abq,isl 2006 Se:Reve-,e i- '.:. r :r.xuDc U.5. Postal Service U.S. Postal Service:., , CERTIFIED MAIL RECEIPT CERTIFIED MAIL RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) • (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.com,, For delivery information visit our website at www.usps.com: Ismi r TIM r r � r �I.4L.. ar j I Y I PS lo" 3t,ev A P -,I�UGS Sec neve r�,� for In�:uc;ioil!. ?S Ibn-,38t70.A 3u;.2.Oti ._� I?.=;�r- ,i ujsr3 rL3�rs U.S. Postal Service U.S. Postal Service,t., CERTIFIED MAIL ., RECEIPT CERTIFIED MAIL,., RECEIPT . (Domestic Mail Only;No Insurance Coverage Provided) — (Domestic Mail Only:No Insurance Coverage Provided) For delivery information visit our website at www.usps.corn;. For delivery information visit our website at www.usps.com;, 1 +r - PS Foam 3800.August 2U06 See Reverse tot nsvtxc,ons See R2-�ars=�for Instructions U.S. Postal Service U.S. Postal Service CERTIFIED MAIL RECEIPT CERTIFIED MAIL RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) (Domestic Mail Only;No Insurance Coverage Provided) r For delivery information visit our website at wvnv.usps.com_ For delivery information visit our website at www.usps.com. OFFICIAL � a r PS ror-�390C F o,i=i n6 PS Form 3800. b si ica.rs U.S. Postal Service- U.S. Postal Service CERTIFIED MAIL,.., RECEIPT CERTIFIED MAIL,: RECEIPT (Domestic Mail Only:No Insurance Coverage Provided) (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.com For delivery information visit our website at www.usps.com OFFICIAL - USE r OFFICIAL f au PS Fonn 3800.Augo,t 2006 for'n_.u,i:::ions PS rnrr-i 330:L AL.gcsf 200b soc,fierc"sp nor I^sr.,cuurs U.S. Postal Service,:,, U.S. Postal Service,, CERTIFIED MAIL RECEIPT CERTIFIED MAIL-, RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) _ (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.com,, , For delivery information visit our website at www.usps.com, r PS Form 3800.Augur A 203k.. Sea neverse for I—Puchons PS Foen 3b80.AUci—i?QOu See Reverse for Instr,m Gans U.S. Postal Service CERTIFIED MAIL RECEIPT Li PT (Domestic Mail Only:No Insurance Coverage Provided) �rir,��:,:ri,. rrr�ii.�nl��:i'.lu 1n�ur+m:e Coverage Provided) For delivery information visit our website at www.usps.con, ri i iio1 i it au te b S to at vnvw.usps.com a. 1. t 6 #v7ell �; fly � w'yjnllt I rc`' s `N ► i/ / PS Form 3B00.Awwsl 2003 5�a H�. :-�=:'t r_ - .. - - ,^�v�o-:Ici nsh ucaans U.S. Postal Service- CERTIFIED MAIL:,, RECEIPT CERTIFIED MAIL,; RECEIPT (Domestic Mail Only:No Insurance Coverage Provided) (Domestic Mal!Un/y:No Insurance Coverage Provided) r For delivery information visit our website at www.usps.corn ` For delivety information,visit our website at www.usps.com.. OFFICIAL 4 r r a � r� r PS Form 3000,A i .t? se lur 1, 1 , 5=r'Reacr`e fur lnsrn+c!i ona U.S, Postal Service U.S. Postat Service CERTIFIED MAIL:' RECEIPT CERTIFIED MAIL RECEIPT (Domestic Mail Only:No Insurance Coverage Provided) _. (Domestic Mai!Only:No Insurance Coverage Provided) r For delivery information visit our website at www.usps.com; For delivery information visit our website at www.usps.com OFFICIAL r1101 . 1 r — r _ � r , w �■ PS Donn:iN00.Auo_ust 200G Sete Reverse for Instructions PS Form 3800,Auyusl 2006 See Reverse for Instruc[mns U.S. Postal Service: �•S Postai Service. CERTIFIED MAILr�• RECEIPT -' CERTlFlEp MAIL,.: REC (Domestic Mai!Only;Nolnsurance Coverage Provided} (Domestic Ma/�On� EIPT r y:No lnsur r ru For deliver ance Coverage Provide d} For delivery information visit our website at www.usps.com ' Y nformation visit our website at v yv ps.com: w.us �` .11r, ;. rn C4MW Fee A Postage m postage r r rWZ r r rA / i r w: °S;o.n oo0ii ku�us(20G6 PS Foul 3F+:10,Auqus!2006 Sae ne�•er�e Ior Inch.�c[ions SOe He='erne for lnsb actions U.S. Postal Service-,,, U-S• Postal Servicer;.: CERTIFIED MA{L RECEIPTruCERTIFIED MAIL:.- RECEIPT Ln (Domestic Mail Only;No Insurance Coverage Provrded) r (Domestic Mail Only;No Insurance Coverage Provided} For delivery information visit our website at www.us r : For delivery Information visit our website at www.usps.com�. ps.com,; 0 — . r m Posts" Hem rRR= god r Hem r .. r r r r:I Total Postage&Fees $ ■ r PS Form=38fi�.Acg;,st 9000 PS Fonr.3£500.Augur;200G Sce Reverse for BSUuctions Sea Reverse for h,st�uctluns Appl # 14-01P, Redland Brick Earth Removal Special Exception/Site Plan PH 1/28/14 1. Request for a five year Special Exception permit to Section 7.16 for an earth removal permit and site plan approval to extract clay on Redland Brick property at 1440 John Fitch Blvd, Industrial and RR zones. 2. This application was recently in front of the PZC for renewal; however it was determined by the Town Attorney that it had to come back in as a new application since the permit period had expired before the renewal request had been submitted. 3. 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. 4. The site is currently accessed from Route 5 and will continue to be accessed from Route 5. The plans show that the applicant continues to work it the same area that was permitted five years ago. The plan reflects the existing grades as well as proposed grades over the next five years. 5. Based on concerns raised during the last hearing, the applicant did address several concerns raised. They identified specific hours of operations (listed in approval conditions). The applicant also represented they have a water truck on site to deal with any dust concerns as they arise and will respond immediately. They also provided a noise study demonstrating compliance with the town' s noise ordinance. These could be considered for conditions under the special exception approval. 6. 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 1 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. 7. The applicant has provided a reclamation plan. Staff recommends a restoration bond in the amount of$30,000 shall be submitted to 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. 8. The town engineer, Jeff Doolittle, has asked that a detailed restoration plan be submitted for staff approval before the final restoration is completed. 9. There are regulated wetlands on the site and the applicant has an active wetlands approval. The IWA/CC approved the application on October 5, 2011. If this application is approved, Planning Dept. has no further recommendations to request. 2 MEMORANDUM To: Michele Lipe, Town Planner From: Jeffrey Doolittle, Town Engineer Date: 1/24/14 RE: Application 14-01 P— Redland Brick, KF Plant 1440 John Fitch Blvd Engineering has reviewed the plan received for the above site and has the following comments: 1. Before final restoration of the excavated areas on site, The applicant/owner needs to submit a final restoration plan for Town Staff to review and approve. Please contact me if you have any questions. SOWN Sf4 aps-aa� ?d e O wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �r�OsoR•co TELEPHONE (860) 644 2511 CERTIFIED MAIL 7011 1570 0000 6337 4403 January 29, 2014 Redland Brick Inc. c/o Susan A. Hays Updike, Kelly& Spellacy, P.C. 100 Pearl Street, 17t'Floor Hartford, CT 06103 Dear AI ttorney Hays: Re: Appl. 14-01P, Redland Brick KF Plant Clay Quarry Special Exception/Site Plan We are pleased to advise you chat the Planning & Zoning Commission voted on January 28, 2014 to approve with modifications the above referenced application for a special exception to Section 7.16 for an earth removal permit and a Site Plan of Development. This approval is for the extraction of clay on the Redland Brick property located at 1440 John Fitch Boulevard, Industrial and RR zones, as shown on plans prepared by HRP Associates, Inc., dated 9/04/2013 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. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 3. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 4. This permit is valid for a period of five years. The permit expiration date is January 28, 2019. The permit must be renewed prior to expiration if earth removal operations are to continue. 5. The Town Engineer's review comments dated January 24, 2014, must be addressed to the Town Engineer's satisfaction. 6. A restoration bond in the amount of$30,000 shall be submitted to 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 telephone 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. 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. 9. The hours of operation are limited to: hours of operation defined as daytime hours in the Noise Ordinance, Monday through Saturday 7 a.m.—8 p.m. and Sunday 9 a.m. —8 p.m. 10. In the event that weather dictates that hauling is going to occur on Sunday, if requested by the abutting property owners, the applicant must notify the immediate neighbors to the south of the property to provide them with as much advance notice as possible. 11. All activities must comply with the Town's Noise Ordinance. In the event that town staff receives noise complaints, town staff may require the applicant to provide sound readings, conducted by a third party,to demonstrate compliance with the town 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. If noise complaints continue even though the applicant may be in compliance with the town noise ordinance,the applicant may be required, as a condition of this permit, to mitigate objectionable noise levels (e.g. reduce hours). Black and white transparent mylars of Sheet TP5 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk. 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, Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz Enclosure cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Mr. Barry Miller, Redland Brick Inc. I, Bart Pacekonis, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on January 28, 2014 the Planning and Zoning Commission granted to Redland Brick Inc.; a Special Exception to Section 7.16 of the Zoning Regulations to allow clay extraction on the Redland Brick property located at 1440 John Fitch Boulevard, Industrial and RR zones, as shown on plans prepared by HRP Associates, Inc. Project No. RED2004.CE 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 3. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 4. This permit is valid for a period of five years. The permit expiration date is January 28, 2019. The permit must be renewed prior to expiration if earth removal operations are to continue. 5. The Town Engineer's review comments dated January 24, 2014, must be addressed to the Town Engineer's satisfaction. 6. A restoration bond in the amount of$30000 shall be submitted to 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 telephone 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. 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. 9. The hours of operation are limited to: hours of operation defined as daytime hours in the Noise Ordinance,Monday through Saturday 7 a.m. —8 p.m. and Sunday 9 a.m. —8 p.m. 10. In the event that weather dictates that hauling is going to occur on Sunday, if requested by the abutting property owners, the applicant must notify the immediate neighbors to the south of the property to provide them with as much advance notice as possible. 11. All activities must comply with the Town's Noise Ordinance. In the event that town staff receives noise complaints,town staff may require the applicant to provide sound readings, conducted by a third party, to demonstrate compliance with the town 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. If noise complaints continue even though the applicant may be in compliance with the town noise ordinance,the applicant may be required, as a condition of this permit,to mitigate objectionable noise levels (e.g. reduce hours). GIS PIN 8700L011 (See attached) OWNER OF RECORD: Redland Brick Inc. Dated at South Windsor, Connecticut this 29 day of January, 2014. In accordance with CGS Section 8-3d Chairman Bart Pacekonis Planning & Zoning Commission Received for record this day of , 200 , at South Windsor, Connecticut ATTEST: FIRST PIECE: (South Windsor) A certain piece .or parcel .of land situatea on the northerly side of Strang Road in the Town of South Wiindsor, County of Hartford, Stato of Connecticut with the buildings and improvements thereon show-h as "Area - 186 36 Acres" on a map entitled "Property of K-F Brick Company Ino. East of U.S. Route No. 5 South Windsor, Connecticut Scale: .1 inch - 100 feet April, 1977 Petersen & Hoffman Land Surveyors successors to Spencer -- Washburn, Inc." and being more particularly bounded and described as follows: beginni-ng at a point on the northerly side of Strong, Road which poiDit marks the southwesterly corner of land now or formerly Of Gary' A. & Deborah J. Sohner and. a'southeasterly coffief df_-tb76 herein described premises; thence North 690. 451 20" W along -the northerly line of Strong road sixty-five and four one hundredths (65.04) feet: to a town meresione; thence North,720. i6' 3.0" W along the northerly line of Strong Road eighty-five and no one hundredths (85.00) feet to a. point marking the •southeasterly corner of land now or formerly of Fernando & .-Maria L. Rodrigues.; thence. North 170 431 30" E along said land now or formerly of •Fernando & Maria L. Rpdrigues one hundred fifty. and no one hundredths (150.00) feet tQ a point; thenoe North 7211 161 30" W along said land now or formeerly of Fernando & Maria L. •Rodrigues, land, now or formerly of Riclia�vd K. Lublin,,, land now or formerly of. Ann S. Pola, land now or formerly of Guy N. Plourde, land naw, or formerly of Henry & Stin.ley J. D:omain, land now or formerly Of' Ra,yniorid W: &" EZ4i6d Vo Zagarski A d 1-a'rsd new° yr faimeriy of George A. & Evelyn radish, in part by eac'h nine hundred seventy two and six one hundredths (9.72.06) feet to a poifst; thence North 52' 57' 00" W along said Land now or forneriy of George A. & Evelyn Kadish, land now or formerly of Louis J. Barbara M. Pola, land now or formerly of Joseph Q. Terazzi, et al. and . • land now or formerly oil Loretta Terazzio 3;n part by each three hundred seventy--night and forty-�sevah one hundredths (378.47' . feet to amerasytor}e; thence North 370 03' 00" E along land now or formerly of Ann S. Pola one hundred and no one hundredths (100.00) feet to a point:; thence North 48" 161 03" W along said land noit or -formerly of Ann .S•. Pala two hundred fifty-eight 'apd seventy one hundredths (258,70) feel to an iron pint' thence North 201 19' 00" E along land now or formerly of John Bell,ody one I hundred seventy-three and -eleven one hundr'ed_ths (173.11.) feet to , a railroad spike, thence North 46. 371• 00" E along• said• land now . or formerly of John Bell.ody and land now ,ar formerly of Arne X. Dalene,. -in part by•each four hundred nine and thirty-two one hundredths (409.32) feet to an iron •pir.; thence North 20° '34' 40" W one hundred ten and eighty one _hundredths (110.80) feet to an iron pin: thence North 290 37' 00"- E one hundred eight and twenty- nine one. hundredths (108.29) feet to. a railroad spike; thence North 60. 23' 00* W one.hundred eighty-fi,vd and 'no one hundredths (185.00) feet to. a• railroad spike set in the easterly line of land now or formerly -of Penn. Central Transportation-Co. , the last. three course4 being along'said ]land now or 'formerly of Arna H. Dalbne; .thence North 29' 311 00" E along said hand now ov formerly of ,Fenn Central, Transportation Co. one -thousand four •hundrrecl is•i.xty.-dne:and twenty-six one hundredths (14 61:,:26) ' feet to an iton�.p#:cai ' t�honde South 63-' 411 34" E along land now or formerly of Mt .rtin' Mcdrathj, et'al. and land now or formerly of Sperry Wood Corporation, ,.in -part -by each one thousand nine hundred , saventy7s gVen and '•seve.nty-eijht one. hundredths (1977.78) feed erext®ne thence south 55 30 3 a t� �.to hundred � -ht •. •and' seventy�thxee •one hundredths (281.73) feet to a merestonet�t. ' thence. South 5-2" 33' 26" R one hundred sixty-six and twelve one" hr t�dxedth . (166.12.) feet to an iron pinx theme North 39. 25s Z one. hundred eighty,,-give and .seventeen one hundxedtha feet tm .a merestones thence North 360 .361 09" H two ninety-three- and seventeen one hundredths -(293.1,7) foot to b -rF metes tone; 'thence -North 36* 11' 24" -E -three hundred eighty ireeinc1 sixty-one one hundredths (383.61) .feet to a mexestone;e<- the: last. five courses being along said land now -or- formerly of.l;" Sperry Wood Cdrpo;zation.t--the.nce South 52! 3,- land now or formerly of Sparxy Wood Corporation and along land:°' now or formerly of owners unknown but believed to be Aleksande�tg Golds=idt. in -pert by each two thousand pix hundred eighty- eight and fifty onehundredths (2680.50) feet to an iron pin; ,;n{ thence South 36. 59' 34" W along land now 46r formerly of Helen`'o 5hetenskyi at at. and land scow or fo=early,of Anthony 2agorski, et .a l..,. in pakt by each seven hundred ninety- and fifteen one hundredths (790.15) feet. to as.meregstones thence .South 370 06'• 31; W -a.long said• ]Land now car formerly of Anthony. Z.ago rski., et: al* three hundred zixteen and six one hundredths (316.06) feet to a nerestoneI thence -North •530 -22' 07" W three huidred forty-one.; and. fifty one hundredths (341 ,50) felt to a. merestones thence . North 530 231 52" W four hundred Aeventy=one and sdventy-two one. hundredths (471 ,72) feet to a. merestonet thence North 53" 241•- •00" W one thousand and seventy-two one hundredths (1:000'_ feet. -to:a merestone t .thence North 53`- 211 446" W• eight hundred •�' :seventy- seven- And iixty-thxeo one •hunatedths (877.63) .feet to a merestones thence North 520 54' W W two hundred forty-six ands fifteen one hundredths (246,1,5) feet to a meres�tonet thence- South �� 324 2.3' 00" W throo hundred ninety-four and forty-fire one hundredths (394.45)- feet to a mexestonet thence South, • , � 54` Of'° '50" E s'e;<ven hundred eleven and seventy-five one hun- Oredths (.711.75) feet to-an iron pint ihenco South 35*. 301 25" . V four -hundred' thirtyMsaven and thirty-five one hundredths - ;ice (437_.35)• feet. to an iron faint thence Louth 53" $4' 40" E four hundred fifty-eight and thirty-four lon.e'hundredths .(458.34) feel-to an iron pin, .thd last nine courses being along land now or formerly- of.. Sperry Wood Corporation$ thence South 491 51' .001! W- along* land now or formerly of John Mitchell, et als one hundred' eighty-five and four one hundredths (1:85M) feet to an iron pin; thence North S3" 38' 10" W along land now or formerly of Pr.ederlok Tomel, nine hundred twelve and ,four. one . . . •., 'hundredths (912,04) feet to a morestonet thence north 544 C�5' 10" W.fouar hundred and. eighty ono hundredths (400.80) feet Ff , to- a-merestanes thence, South •34. 31.' 05" W three hundred fifty- ; seveh and- ninety-five one hundredths (357.95) feet' to amere- stoner thence South $50 27' 10" E one hundred sixty-four and �Mf ti.xty�two one hundredths (1d4.52) feet to an iron pin. the ';iu last three courses bein4 .atl,6ng Land now or formerly of Benedict . , l st�nc r 'A. Xan .kat theme South 38" 07' 05* W t�l.ong said lartd nOw or formerly of Gary A. & Deborah a, 8ohner four hundred :seventy-three and thirty--four (473.34) meet to -the point or p3aoc,,v f .beg�.nning. - �si Tgg6ther with certain rights (if 'way set forth in a deed = fz�m Walter G. 'Ricer at al. to CeneicAl C g4r Company dated March_ 3 :, 1947 a,,i a recorded in Volu6 37, page 521 of said nand Records r ;: S0*N Sf4 O7-0� oi-1 w� 1540 SULLIVAN AVENUE ® SOUTH WINDSOR, CT 06074 rydsox•co TELEPHONE (860) 644-2511 February 27, 2014 Sherry R. Harper Chief Financial Officer Redland Brick Inc. P.O. Box 160 Williamsport, Maryland 21795 Re: Surety Policy Waiver Request for Appl. 14-0IP, Redland Brick, Inc. KF Plant Dear Ms Harper, This is to advise you that the Planning and Zoning Commission voted on February 25, 2014 to waive the Town of South Windsor Planning and Zoning Commission Surety Policy for the above referenced application and will accept the surety bond issued by Fidelity and Deposit Company for the required Reclamation bond. If you have any further questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly yours, Bart Pacekonis, Chairman PLANNING&ZONING COMMISSION BP/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner Redland Brick Inc. 15718 Clear Spring Road P.O. Box 160 Williamsport, Maryland 21795 (301)223-7700 (301)223-6675 Fax February 14, 2014 i ' Michele R. Lipe An IS09001 Registered Quality System Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Ms. Lipe: Enclosed is the reclamation bond to the Town of South Windsor, Connecticut as obligee in the sum of $30,000. The approval letter dated January 29, 2014 asked for a restoration bond with no other instructions provided. We proceeded to obtain the $30,000 bond in the most cost effective manner for Redland Brick. Like many other companies who are in the construction industry, Redland Brick in general and the KF Plant specifically have been hard hit by the down turn in construction. The KF Plant has not operated for a full twelve months in any year since 2006 due to the dramatic decrease in brick sales. In recent years, the KF Plant ceased production for six months in 2012 and for five months in 2013. The plant is currently shutdown this winter with no plans to begin production until at least April. The two methods to provide surety that you provided to Barry Miller today will require Redland Brick to set aside $30,000 for a surety bond. This will create a financial hardship on our company due to the current poor economic conditions. I also spoke to our insurance company concerning the process for the Town to collect on the bond in the unlikely event that Redland Brick would default on the reclamation. The agent explained that the Town must write a letter describing the nature of the claim and submit the fetter to the insurance company. There would be no need for the Town to sue the insurance company in order to collect on a valid claim of default. Redland Brick Inc. has always maintained a good working relationship with the Town of South Windsor, and over the years we have strived to be a good corporate citizen of the Town. We respectfully ask that the Town of South Windsor consider an exception to the surety bond requirements and accept the reclamation bond issued by Fidelity and Deposit Company. Thank you for your consideration in this matter. Sincerely, Sherry R. Harper Chief Financial Officer K G U S H WA H a r m a r vlrginldsi-n t-rithM kn eRIG� Town of South Windsor Site/Subdivision Surety Policy Planning and Zoning Commission The following information is intended to facilitate the submission of surety required in connection with a Planning and Zoning Commission(PZC) approval. The Town of South Windsor will hold the surety for the duration of the project. Upon completion of the required work, the Town(PZC) will release the surety upon written request by the applicant if, after inspection of the required work, town staff and/or appropriate Commission find the work has been completed satisfactorily. Below are the acceptable types of surety for subdivision public improvements, landscaping and/or site improvements. ➢ Letter of Credit—The applicant may provide an irrevocable letter of credit from a bank or other reputable institution acceptable to the Town and in a form satisfactory to the Town. The wording on the letter of credit should be specific to the approved project. It should reference the application number; Commission approval date; name of the preparer of the plans - including project number and all revision dates; and the specific purpose of the bond(e.g., landscaping, erosion and sedimentation measures; public improvements). Example attached. ➢ Bank Checks/Certified Checks—The applicant shall submit a bank check/certified check made out to the Town of South Windsor. This check will be deposited into a Town account. The Town will release the monies (and interest earned) as indicated above. A W-9 Form is required to be submitted with each surety posted. The applicant is responsible for any required IRS reporting of interest earnings. Note: Section 8.1.4.1 of the Zoning Regulations and Chapter 3 Section E "Improvement Guarantees of the Subdivision Regulations detail the bonding procedure and the timeframe for acceptance of public improvements by the Town. Adopted 7/24/12 0 I, Bart Pacekonis, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on January 28, 2014 the Planning and Zoning Commission granted to Redland Brick Inc.; a Special Exception to Section 7.16 of the Zoning Regulations to allow clay extraction on the Redland Brick property located at 1440 John Fitch Boulevard, Industrial and RR zones, as shown on plans prepared by HRP Associates, Inc. Project No. RED2004.CE 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 3. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 4. This permit is valid for a period of five years. The permit expiration date is January 28, 2019. The permit must be renewed prior to expiration if earth removal operations are to continue. 5. The Town Engineer's review comments dated January 24,2014, must be addressed to the Town Engineer's satisfaction. 6. A restoration bond in the amount of$30,000 shall be submitted to 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 telephone 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. 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. 9. The hours of operation are limited to: hours of operation defined as daytime hours in the Noise Ordinance, Monday through Saturday 7 a.m.— 8 p.m. and Sunday 9 a.m.— 8 p.m. 10. In the event that weather dictates that hauling is going to occur on Sunday,if requested by the abutting property owners, the applicant must notify the immediate neighbors to the south of the property to provide them with as much advance notice as possible. 11.All activities must comply with the Town's Noise Ordinance. In the event that town staff receives noise complaints, town staff may require the applicant to provide sound readings, conducted by a third party, to demonstrate compliance with the town 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. If noise complaints continue even though the applicant may be in compliance with the town noise ordinance, the applicant may be required, as a condition of this permit,to mitigate objectionable noise levels(e.g. reduce hours). I certify this t(; be a true copy of the document recorded 0 South Windsor Land Records. Dated at South Windsor, CT Phis a t� '=' day of r a U, 4 Town Clerk VOL z.51 � PAGE 0 0 2 GIS PIN 870OL011 (See attached) OWNER OF RECORD: Redland Brick Inc. Dated at South Windsor, Connecticut this 29 day of January, 2014. In accordance with CGS Section 8-3d Chairman Bart Pacekonis Planning& Zoning Commission Received for record this day of , 200�, at South Windsor, Connecticut ATTEST: • VOL23g5pw� 0030 FIRST PIECE: (South Windsor) A certain piece .or parcel .of land sltuaE-521 on the northerly side of Strong Road in the Town of South Windsor, County of Hartford, State of Connecticut with the buildings and improvements thereon shown as "Area . 180:36 Acres" Ion a map entitlad "Property of K-F Brick Company Inc. East of U.S. Route No. 5 South Windsorp Connecticut Scale: .1 inch w 100 feet April, 1977 Petersen & Hoffman Land Surveyors successors to spencer -&- Washburn, In.a." and being more particularly bounded and described as follows: beginning at a point on the northerly side of Strong, Road' ' which pofDt marks the southwesterly corner of land now or formerly of Gary A. & Deborah J. Sohr:er and. a'southeasterly corner of--thy herein described premises; thence North 690. 451 20" W along •ihe northerly line of Strong Road sixty-five and four one hundredths (65.04) feet to a town movesione; thence North.720. 16'. 30" W along tho northerly line of Strong -Road eighty-five and no one hundredths (85.00) feet to a. point marking the 'southeasterly corher of land now or formerly of Fernando &.-Maria L. Rodrigues.; thence North 170 43' 30" E along said land now or formerly of 'Fernando & Maria L. Rodrigues one hundred fi•fty. and no one hundredths (150.00) 'feet tp a point; thibvoe North 7211 16' 30" W along said land now or formex]<y of Fernando & Maria L. •Rodrigups, land• now or formerly of Richard K. Lublin,, land now or formerly of. Ann S. Pala, land now or formerly of Guy N. Plourde, band now. or formerly of Henry & Stdnjey J. Domain, land now or formerly df- Raptridhd VW: - V-Erkii d -P*. ZAgdrtki acid Land n6i4 de fdormerl:y of George A. & Evelyn Kadish, in part by eacih nine hundred seventy-- . two and six one hundredths (972.06) feet to a point; thence North 52" 57' 00" W along said land now or formerly of George 1#. & Evelyn Kalish, land now or formerly of Louis J. & Barbara M. Polar land now or formerly of Joseph Q. Tergzxi, at al. and . land now or formerly of Loretta Terazzi# �n part by each three hundred seventy-eight and forty-�seveh one hundredths (378.47) fret to a imerestor)e; thence North 37" 03' 00" E along land row or formerly of Ann S. pola one hundred and no one hundredths (100.00) feet to a point; thence North 48" 16' 03" W along said land neat or -for merly of Ann.S•. Pola two hundred fifty--eight *apd seventy one hundredths (258.70) feet to an iron pint- thence North 200 19' 00" E. along land now or formerly of John Bellody one hundred seventy-three and -eleven orke 'hundredths (173.11) feet to ' � A railroad spike; thence North 46. 371• 00" E along• said. land now or formerly of John Bellody and land now -or formerly of Arne X. Dalene, •in part by-each four hundred nine and thirty-two one hundredths (409.32) feet to an iron -pin; thence North 20e '34' 40" W one hundred ten and eighty one .hundredths (110.80) feet to an iron pin.; -thence North 290 37' 00". E one hundred eight and twenty- nine one. hundredths (108.29) feet to. a railroad spike; thence North 60. 2P 00" W one .hundred eighty-fivd and no one hundredths (185.00) feet to. a• railroad spike set in the easterly line of land now or formerly of Penn Central. Transportation-Co. , the last. three courses. being along'said land now or 'formerly of Arne H. Dal6ne; .thence North 29. 37' 00" E along said land now or formerly of J?aan Central. Transportation Co, one thoiigaAd four hundred, .$•ixiy-one:and twenty-six one hundredths (1461.:26) feet to an ix c►n.`pinj - thence South 63'' 411 34" E along land now or formerly of -Martin AMgGarath, et'al. and land now or formerly of Sperry Wood Corporation,:in -part -by each one thousand nine hundred seventy-0,4Ven and '•seventy-eight one. hundredths (1977.70) feet VOL 23g5FABE 0 031 to a.-_=erextonel thence South 55" 38' 330 E beo► hundred eighty-o'"', -and' seventy' thtree: 'one hundredths (281.73) feet to a moxestoney th6nce'. South "5.x" 33' 26" E one hundred sixty-six and twelves on'-" hundredths•- (166..12) feet to an iron pint thence North 39" 250 B one. hundred eighty-give and .seventeen one hundredths18'5.1.71; feet to .a merestones thence North 361.361 09" E two-hundred: .• •: ninety-three. and sevehteen one hundredths 4293.1.7) feet to a -T�7 merces�tane s 'thence -North 36'. 111 24" E .three hundred eighty- • J. . three find sixty-one one hundredths (303.61) feet to a meresto"n 1'_ the last. five courses being along said land now -or formerly of'. � ' Sperry Wood coxpo;7ati.an.f--thence South 52! .59! . x0":. .al,"...r'got ' land now or formerly of Sperry wood Corporation and along land:? now.or fprmaily of owners unknown but believed to be Ale3ksande"13 Golds.zm: dt. in-pit by each two thousand �$ix hundred eight - eight and fifty one hundredths (26$$.50) feet to an iron pins thence South 36' 59' 34" :w along land now br formerly of Helen`": Shetensky; et al.. and land rtow or fo=erly,of Anthony fatgoreski ' . . ct .al..., in part by each seven hundred ninety. and fifteen one hundredths (790.15) feet. to a.merestoner thence .8outh 37' 06'• 31 W .ationg said. land now or formerly of Anthony, Zagorski,, et al. three hundred sixteen and six -one hundredths (316.06) feet to a ma restono thence North •53' •22' 07" W three hundred forty-one*­ and- fi.tty one hundredths (341.50) felt to a. mesrestone; thence -: North 53' 231 52" W four hundred Aeventy-oner and adventy-'two one hundredths (471 ,72) feet to a merestones thence North 5V 201­ .00" W one thousand and seventy:-two one hundredths (1000 feet-to: a meres tone i . :•hence 116rth 53'. 21,' 46" W- eight hundred seventy-seven- and ei,xty-three one -hundredths (877.63) .feet to ` a merestonet thence *forth 529 54' 05" W two hundred forty-six an fifteen one hundredths (246,15) feet to a mereatonel thence, s South 324 23' 00" W three hundred ninety--four and forty-five one hundredths (394.45)- feet to a mexestone:t thence South, • ;�;,i 54` .o6' '50* £ Seven hundred eleven and seventy-five one hun- - dXedths .(.711.75) feet to-an iron pint thence South 3510. 300 25" ,•. W four:hundred' t?iirtyMseven and thirt -five one hundredths - u (437-.35)• feet. to an iron pint thence -five 53" 54' 40" E tour hundred fifty-aight and thirty-four 'ono'hundredthd (458.34) feet•-to an iron pin, -the last nine courses being along land now or formerly- af. Sperry Wood Corporations, thence South 49' `tr 51.' .00" w- along- land now or formerly of John Mitchell., et al. `.;P one hundred' eighty-five and four one hundredths (185.04) feet -'I>- to an iron pin; t4enco North 53" 38' 10" W along land now -ort V 9 fonaerly of Frederick Tomel urine hundred twelve and ,four one • . • �:,_.. ti' ., •hundredths (912.04) feet to a marestonet thence North 54' 05' irk' �' I low W.four hundred and. eighty one hundredths (400.80) fact to a•merestonet thence. South 34. 31.' 05" W three hundred fifty- t� sevefi and- ninety-five one hundredths (357.95) feet' to as, mere - 01 stoner thenco South 550 27' 1.0" E one hundred sixty-four and 7� sixty-two one hundredths' (1t4 .-62) feet to Art iron pin. the V., last three courses being.alcing ,land now or formerly of Benedict 1 1 If Lao A. & 'Eleanor ,A,. Xani.ka i thence South 38' 07" 05" W along said laird.ntiw or formerly of Gary A. A Deborah C. Bohner four hundred 1. s� : seventy-three and thirty-four' (473.34) feet to -the point or place,of •beginni.ng. i to.gether with certain rights of 'wa set !Forth in a deed .f>com WAltQr G. 'Rivet at Al. to Conexal C 94r Company dated March_ 3 1'947 ai}'d recardod in Volume 374 Page $21 of said Land Records, Page I of 2 Lipe, Michele From: Folger, Jeffrey Sent: Tuesday, May 05, 2015 7:15 AM To: Lipe, Michele Subject: FW: New Plant Manager From: Cunningham, Ed [mailto:ed.cunningham@redlandbrick.com] Sent: Monday, May 04, 2015 8:33 AM To: Folger, Jeffrey; Joe Salvon (JSalvon@jslane.com); linda@mspave.com; Doucette, Krystal (00700) (krystal.doucette@officeteam.com); Shawn Clark(sclark@northernconstruction.com); 'bob@ newenglandsilica.com';j.olander@comcast.net; 'steve@gerberconstructioninc.com' Cc: Lytle, Chris Subject: New Plant Manager I would like to take this opportunity to advise every one of the change in personnel at Redland Brick KF plant. Chris Lytle has been promoted in to the position of Plant Manager and will be working with you going forward. I've been offered a position at our Pittsburgh plant and will be making the change in the next few months. During the transition please feel free to contact me if you have questions but consider Chris a very knowledgeable replacement. Chris has been with the company for many years and has an exceptional working knowledge of the operation. I think you will find him very easy to work with in making the transition as seamless as possible. BEd Cunningham MarmarTfant Manager 12edfand Bricklnc. 1312ich Yfif( d Chesu ck Pa. 15024 (Ph. 412-828-8046 1-301-223-2299 Ext. 7312 Eat 301-223-2267 Email-edcunnhLgham@redfand6rick,co�n zv cv-w redfandd rick,cons 1t0 -0i CONFIDENTIALITY NOTE: This message is intended exclusively for the party or parties to whom it is addressed. This communication may contain information that is proprietary, privileged or confidential, or otherwise legally exempt from disclosure. If you are not one of the named addressees,you are not authorized to read,print,retain, copy or disseminate this message or any part of it. If you have received this message in error,please notify the sender immediately by e-mail and delete/destroy all copies of the message. Any views or opinions presented in this email are solely those of the author and might not represent those of Redland Brick Inc. 5/5/2015 SDylN 8r" �.w F 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSOR-CO � TELEPHONE (860) 644-2511 December 5, 2016 Redland Brick Inc. c/o Sherry R. Harper 15718 Clear Spring Road P.O. Box 160 Williamsport, MD 21795 Dear Ms. Harper: Re: Expiring Surety Bond for Appl. 14-01 P/07-67P, Redland Brick Restoration Bond The Planning and Zoning Commission is holding the following Surety Bond: PROJECT BANK AMOUNT EXPIRATION Redland Brick Western Surety $30,000 Restoration 2/10/17 Please find enclosed copy of the Surety Bond we must have an amendment to well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, Mich`'ee e,AICP Director of Planning Enclosure MRL/llz LIC'ENSE;OR PERMIT BOND Bond Number: 929602777 h KNOW ACC PERSONS BY THESE PRESENTS, T.hat we Redland Brick, Inc. of 15718 Clear Spring Road, Williamsport, Maryland 21795 , hereinafter referred to as the Principal, and WESTERN SURETY COMPANY as Surety, are held and firmly bound unto Town of South Windsor of 1540 Sullivan Avenue, South Windsor, CT 06074 , hereinafter referred to as the Obligee, in the sum of Thirty Thousand----00/100 Dollars($30,000.00 ),for the payment of which we bind ourselves, our legal representatives, successors and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has made application for a license or permit to the Obligee for the purpose of, or to exercise the vocation of Extraction of Clay on Redland Brick Property located 1440 John Fitch Boulevard, South Windsor, CT NOW, THEREFORE, if Principal shall faithfully comply with all ordinances, rules and regulations which have been or may hereafter be in force concerning said License or Permit, and shall save and keep harmless the Obligee from all loss or damage which it may sustain or for which it may become liable on account of the issuance of said license or permit to the Principal, then this obligation shall be void; otherwise, to remain in full force and effect. THIS BOND WILL EXPIRE the 10th day of February 2017 but may be continued by continuation certificate signed by the Principal and Surety. The Surety may at any time terminate its liability by giving thirty (30) days written notice to the Obligee, and the Surety shall not be liable for any default after such thirty day notice period, except for defaults occurring prior thereto. SIGNED, SEALED AND DATED this 10th day of February 2016 Redland Brick, Inc. (Principal) By :72!6-4sir+k Act (Seal) WESTERN SURETY MPANY (Surety) BY - '�- _(Seal) B ianna Fickeisen Attorney-in-Fact Form F4593 Redland Brick Inc. 15718 Clear Spring Road P.O.Box 160 Williamsport,Maryland 21795 (301)223-7700 (301)223-6675 Fax February 14, 2014 Michele R. Llpe Town of South Windsor An IS09001 Registered Quality System 1540 Sullivan Avenue South Windsor, CT 06074 Dear Ms. Lipe: Enclosed is the reclamation bond to the Town of South Windsor, Connecticut as obligee in the sum of$30,000. The approval letter dated January 29, 2014 asked for a restoration bond with no other instructions provided. We proceeded to obtain the$30,000 bond in the most cost effective manner for Redland Brick. Like many other companies who are in the construction industry, Redland Brick in general and the KF Plant specifically have been hard hit by the down turn in construction. The KF Plant has not operated for a full twelve months in any year since 2006 due to the dramatic decrease in brick sales. In recent years, the KF Plant ceased production for six months in 2012 and for five months in 2013. The plant is currently shutdown this winter with no plans to begin production until at least April. The two methods to provide surety that you provided to Barry Miller today will require Redland Brick to set aside $30,000 for a surety bond. This will create a financial hardship on our company due to the current poor economic conditions. I also spoke to our insurance company concerning the process for the Town to collect on the bond in the unlikely event that Redland Brick would default can the reclamation. The agent explained that the Town must write a letter describing the nature of the claim and submit the letter to the insurance company. There would be no need for the Town to sue the insurance company in order to collect on a valid claim of default. Redland Brick Inc. has always maintained a good working relationship with the Town of South Windsor, and over the years we have strived to be a good corporate citizen of the Town. We respectfully ask that the Town of South Windsor consider an exception to the surety bond requirements and accept the reclamation bond issued by Fidelity and Deposit Company. Thank you for your consideration in this matter. Sincerely, Sherry R. Harper Chief Financial Officer CtsSHWA Harmar K� Ql�ckp eR��� Page 1 of 1 Lipe, Michele From: Araujo, Brandy[brandy.araujo@redlandbrick.com] Sent: Monday, June 26, 2017 12:29 PM To: Lipe, Michele Cc: Folger, Jeffrey Subject: KF Quarry 06-00084 Good afternoon, Please accept this email as notification that Redland Brick will be opening the mine Monday, June 26, 2017. Should you have any questions and/or concerns, please contact me at the number below or Chris Lytle ( Plant Manager) at 860-528-1311 ext. 7315 or 860-798-7179 (cell). Thank you and have a great day! Regards, Brandy Arau jo Brandy Arau,jo Red/and Brick/KFP/ant 860-528-1311 ext. 7314 860-289-7485(fox) CONFIDENTIALITY NOTE: This message is intended exclusively for the party or parties to whom it is addressed. This communication may contain information that is proprietary,privileged or confidential, or otherwise legally exempt from disclosure. If you are not one of the named addressees,you are not authorized to read,print, retain, copy or disseminate this message or any part of it. If you have received this message in error,please notify the sender immediately by e-mail and delete/destroy all copies of the message. Any views or opinions presented in this email are solely those of the author and might not represent those of Redland Brick Inc. WARNING:Although Redland Brick Inc. has taken reasonable precautions to ensure no viruses are present in this e-mail,the company cannot accept responsibility for any loss or damage arising from the use of this email or attachments. This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 6/26/2017 Page 6 �/r t a 2230ngo 112 dad T CONSERVATION EASEMENT AGREEMENT THIS AGREEMENT made this oz,?Aday of ocddrreeX 201I,by and between RaLowbul".1 i-t— Cr ?G*vr of the Town of South Windsor, County of Hartford, and State of Connecticut,hereinafter called"GRANTOR", and the TOWN OF SOUTH WINDSOR,a municipal corporation having its territorial limits within the County of Hartford,and State of Connecticut,hereinafter called"GRANTEE".; �VITI\tESSETTi WHEREAS,the Grantor is the owner of real property,hereinafter described,situated in the Town of South Windsor, County of Hartford, and State of Connecticut, which Grantee, acting through its Inland Wetlands Agency, and/or.Planning and Zoning Commission and/or Town Council,has determined would be in the public interest to retain,maintain and conserve in its natural state;and WHEREAS,the Grantee has determined that the maintenance and conservation of We said property of the.Grantor can best be accomplished by the securing by Grantee of a conservation easement over,across,and upon the said property of Grantor,and WHEREAS,the Grantor is willing,in consideration of One Dollar($1.00)and other valuable consideration,receipt of which is hereby acknowledged,to grant to said Grantee the easement and covenants as hereinafter expressed concerning said property,thereby providing for its maintenance and conservation. NOW THEREFORE,said Grantor does hereby give, grant,bargain, sell and confirm unto said Grantee,its successors and assigns forever,the right,privilege and authority as a Conservation Easement Agreement perpetually to preserve, protect, limit, conserve and maintain the land hereinafter described in its present natural condition. All covenants contained herein are deemed to run with the land. Said premises subject to this Conservation Easement Agreement, hereinafter called the "CONSERVATION EASEMENT AREA"are described as follows[or"are described as shown on Schedule A attached hereto"]: (Description of Property) RECEIVED 81 JAN 17 ZOt? Doc ID: 002e 172 - i79 SWiHN60Rt'lAtlMNtiDEPT. File#267 Feg Said CONSERVATION EASEMENT AREA is delineated on the following map filed on the South Windsor Land Records: Volume: 2230 Page: 172 File Plumber: 00267 Seq: 1 Page2of8 3 Fur � � 13 i i i 1 (Provide title of map and map number) Said CONSERVATION EASEMENT AREA is being set aside (Description of why easement is required) The grant of this easement does not in any way grant to the public the right to enter upon said CONSERVATION EASEMENT AREA for any purpose whatsoever unless stated specifically in this Conservation Easement Agreement. t:OVENANTs Grantor covenants and agrees to prohibit and refrain from the following activities under, over,or upon the CONSERVATION EASEMENT AREA: 1. No buildings,camping accommodations,play equipment or vehicles of any type,or mobile homes shall be placed or erected in the CONSERVATION EASEMENT AREA. Fences are prohibited unless approved through EXCEPTIONS procedure,as described below. 2. No signs,billboards or other such advertising materials or structures of any kind or nature will be placed or erected upon,below or above the CONSERVATION EASEMENT AREA. 3. The topography of the landscape of the CONSERVATION EASEMENT AREA shall be maintained in its present condition,and no topographic changes shall be made. Topographic changes shall include,without exclusion,cutting of trees(except as may be required by good . tree husbandry and maintenance after receiving written approval of the Grantee), filling, excavating,dredging mining or drilling,removal of topsoil,sand,gravel,rocks,or minerals; alteration of natural or existing watercourses or drainage,or the construction and installation of roads,driveways or utilities. i 4. There shall be no use of pesticides,poisons, biocides or fertilizers, draining of wetlands, burning. or disturbance or change in the natural habitat of the CONSERVATION EASEMENT AREA. 5. There shall be no manipulation or.alteration of natural watercourses,lakeshores,marshes or other water bodies, nor shall any uses or activities in the CONSERVATION EASEMENT AREA be permitted which could be detrimental to water purity or to any vegetative,wildlife or hydrological function. 6. There shall be no operation of vehicles, snowmobiles, dune buggies, motorcycles, mini- bikes, go-carts, all-terrain vehicles or any other type of motorized vehicle in the CONSERVATION EASEMENT AREA. 7. There shall be no dumping no filling or placing of trash, ashes, leaves, waste, rubbish, garbage or junk in the CONSERVATION EASEMENT AREA. In the event that such materials are placed in the CONSERVATION EASEMENT AREA,the Grantor,upon notice. from the Grantee,will remove said materials within 30 days of such notice. Volume: 2230 Page: 172 File Number: 00267 Seq: 2 Page 3 of 8 t,T)F 8. There shall be no storage or placement of any equipment,natural or man-made materials or substances in the CONSERVATION EASEMENT AREA, The Grantee,or its successors or assigns,does not waive or forfeit the right to take action as may be necessary or required in order to ensure compliance with said covenants and/or the purposes for which this Conservation Easement was granted. It is the responsibility of the property owner to be fully aware of all the conditions contained in the Conservation Easement Agreement as expressed herein. The Town of South Windsor will vigorously enforce the conditions established herein. EXCEPTIONS The Grantor with the written consent of the Grantee,acting by and through the[Town agency which accepted this Conservation Easement on behalf of the Grantee] may enter upon the CONSERVATION EASEMENT AREA to conduct the following activities: I. Removal of debris,dead trees or brush for the purpose of promoting safety; 2. Pruning and thinning of live trees and brush for the purpose of promoting safety and aesthetic quality,or restoration of natural balance including the removal of exotic species; 3. Planting of trees,shrubs or other vegetation for the purpose of enhancing wildlife or aesthetic quality. i Grantee's approval for exempted activities may be withheld only upon a reasonable determination by the Grantee that the action as proposed would be inconsistent with the purpose of this Conservation Easement Agreement. Consideration shall be given to the manner in which such activity is to be undertaken to ensure them is no detrimental impact to the natural character.of the land. In addition,the wildlife value of brush and dead trees to be removed shall be considered and weighed against the purpose of the request. The above procedure shall not abrogate the requirement to acquire any permits required by local,state or federal law. Before commencement of any site work in the CONSERVATION EASEMENT AREA,the Grantor shall mark the boundaries of the CONSERVATION EASEMENT AREA with wooden stakes. Such stakes shall be located at the endpoints of the boundary and at each change of boundary direction. The endpoints of the boundary shall be permanently marked with merestones. A!QQEPTANCIE OF EASEMENT Acceptance of this Conservation Easement Agreement by the Grantee shall be evidenced by an affirmative vote of the[South Windsor Planning and Zoning Commission or the South Windsor Inland Wetlands Agency or the South Windsor Town Council] in accordance with the Town's Conservation Easement Ordinance,which is Section 164 of the South Windsor Code of Ordinances. Volume: 2230 Page: 172 File Number: 00267 Seq: 3 Page 4 of 8 if L LIMITATION ON RIGHT TO AMEND If circumstances arise under which an amendment to or modificatidn of this Conservation Easement Agreement would be appropriate,Grantor and Grantee may jointly amend this Agreement by following the procedure outlined in the Town's Conservation Easement Ordinance, which is Section 164 of the South Windsor Code of Ordinances. RELEASE OF EASEMENT If said CONSERVATION EASEMENT AREA, or any part thereof, shall be taken by condemnation,or release of the CONSERVATION EASEMENT AREA has been requested,then the procedures outlined in the Town's Conservation Easement Ordinance,which is Section 164 of the South Windsor Code of Ordinances must be followed. IDENTIFICATION AND INSPECTION OF CONSERVATION EASEMENT AREA The Grantor further covenants and agrees as follows: 1. The Grantor__shall_ cause to_be installed and_maintained,_ merestones identifying the boumdaries'of the CONSERVATION EASEMENT AREA, 2. The Grantor hereby grants the Grantee the right to access the property for the purpose of maintaining markers identifying the boundaries of the CONSERVATION EASEMENT AREA. j 3. The Grantor hereby grants the Grantee, upon reasonable notice, the right to have a representative of the Town inspect the CONSERVATION EASEMENT AREA to determine if the Grantor,its successors and assigns,are complying with the covenants and purposes of this Agreement. 4. The Grantee may enforce this Agreement by proceeding in law or in equity,including but not limited to the right to require the.restoration of the CONSERVATION EASEMENT AREA to the condition at the time of this Agreement. Any costs incurred by Grantee in enforcing the terms of this Agreement against any violator including without limitation, costs of suit and attorney's fees,shall be borne by the violator. FINDING OF VIOLATION i I. If the Grantor is found by the Grantee, or its successor to have violated the terns of this Easement or Agreement,the Grantor agrees, among other things,to cease and desist from any activity violating the term of this Conservation Easement Agreement,and further agrees to restore the CONSERVATION EASEMENT AREAS as closely as possible to their natural state. Such restoration shall include but is not limited to: a) replanting with trees,shrubs or other appropriate vegetation acceptable to the Grantee; b) removal of any debris,trash,garbage, ashes,waste,rubbish, silt,unsightly or offensive material; Volume: 2230 Page: 172 File Number: 00267 Seq:4 Page 5 of 6 n, 223Q pit,r rn c) removal of any unauthorized buildings, signs, billboards or other advertising,or other structures on or above ground; d) emplacement and maintenance of erosion.controls; e) Restoration shall be at the expense of Grantor and in accordance with plans developed by. a qualified professional such as a landscape architect and/or professional engineer,and approved by the Grantee or its successor. 2. If the Grantor is found to have violated a Conservation Easement Agreement,the Grantee,or its successor, may exercise its discretion in accordance with the Town's Conservation Easement Ordinance,which is Section 164 of the South Windsor Code of Ordinances,to levy a daily fire following notification to the Grantor of a Finding of Violation,and proceeding until full restoration has been achieved and certified by the appropriate Town Agency. The foregoing Conservation Basement Agreement shall be permanent and binding upon the Grantor and her/his heirs,successors and assigns,except as herein before set forth,and inure to the benefit of Grantee,its successors and assigns. TO HAVE AND TO HOLD the above-granted rights,privilege or authority unto said Grantee,its successors and assigns forever,to its and their own proper use and behoof. IN WITNESS WHEREOF,the Grantor has hereunto set or caused to be set his hand and seal the day and year first aforementioned Signed,Sealed and Delivered In the Presence of: �7aG1�i'1�Cbirl�.rr� i � Cep .S. Z�YAII'fOR L.S. GRANTOR L.S. GRANTOR GRANTEE-TOWN OF SOUTH SOR Town Manager Matthew B.Galligan Volume: 2230 Page: 172 File Number: 00267 Seq: 5 Page B of 8 z 2 3 O PAPF -� 1 i STATF,OF CONNECTICUT) . •ss. South Windsor 72006 COUNTY OF HARTFORD ) Personally appeared, x,Qph f 1-tt 5 btj tbo ,signer and sealer of the for ,1 , instrument and acknowledged the'same to be his free act and deed before me. �.''a, v; �✓`< a° .fir Notary Public • KR18Ti �s c � My Commission Expires: MOTAX , Commissioner of Superior Corr Emm$fAAA•8t,2018 Approved by Town Engineer Date Jeffrey B.Doolittle,P.E i Volume: 2230 Page: 172 File Number: 00267 Seq: 6 Page 7 of 6 t 2 j rw I i HRP aoa,.aA�, ?.,I Creating the RlghtSoluHonsTogef Ier CONNECTICUT • 197SMftSW=pR0ad Farmtglan,CT 06032 800.246.9021 860-674-9570 FAX660-674-9624 9990r0n0gWLane . S1ile 102 - R6aftd.CT 06614 TOWN OF SOUTH WINDSOR 203-380-1395 FAX201380-14.98 j CONSERVATION EASEMENT FROM REDLAND BRICK,INC.File R11-30W FLORIDA 1440 JOHN FITCH BOULEVARD 2435 USHVWMV 19 Sues 560 Holft FL 34691 SOUTH WINDSOR,CT 06074 727.942.2115 FAX 727-942.2113 This Conservation Easement was required for the mitigation of wetlands disturbances __.._.. ..._.-..from_constTuction.activWes... ... _. INDIANA _._._. ... ... .....� - I -..7965 Ed511061h SM1ee1... Sd10116 - FWIWS,IN 460M •I W7-670401 it FAX 317-570.4652 ii NEW YORK 1 Fairchild Squire 51,1110110 CMw Park NY 12065 668-B23-M7 - 51"77.7101 PAX618-877-8561 SOUTH CAROLINA 1327 Milo Road S1AaD C•,reeneie,SC 29607 800-752.3922 r, 664.289-0811 FAX864.2814846 i www.hrpossoclates,com I I I i Volume: 2230 Page: 172 File Number: 00267 Seq: 7 Page 8 of 6 l Z 2 3 n pw o SCHEDULE A CONSERVATION EASEMENT Redland Brick,Inc.to the Town of South Windsor The land upon which the Town of South Windsor,CT will place a permanent conservation easement is further defined by means of the following property description: All that certain piece or parcel of land situated on John Fitch Boulevard, in the Town of South Windsor, County of Hartford, and State of Connecticut,shown on a map entitled"MAP SHOWING CONSERVATION EASEMENT IN FAVOR OF TOWN OF SOUTH WINDSOR, CONNECTICUT, DATED: NOV.23,2011,SCALE: 1"=100',SHEET 1 of 1"by HRP Associates, Inc. on file in the South Windsor Town Clerk's Office as Map No. , being more particularly described as follows: Beginning at an iron pin(rebar) in the easterly line of land of the grantor, said point also being in the westerly line of land now or formerly Cynthia L.&Edward P.Zagorski,said beginning point being N 230-04'-47"E, 35.00 feet from an iron pin(rebar)in the northerly line of land now or formerly Arthur V.&Cindy J. Silvestri,said iron pin(rebar)also being the southeasterly corner of land of the grantor and the southwesterly comer of land now or formerly said Cynthia L. &Edward P.Zagorski; Thence N 670-28'-30"E,35.00 feet northerly of and parallel to the northerly line of land of said Arthur V.&Cindy J.Silvestri,through land of the grantor, 340.00 feet to an iron pin(rebar); Thence N 230-01'-15"E,through land of the grantor,640.00 feet to an iron pin(rebar); Thence S 670-28'-30"E, parallel to the first described course,through land of the grantor, 340.00 feet to a"PK"nail in the westerly line of land now or formerly Helen Shetensky,et al; Thence S 221-58'-29"W,along said westerly line of land of said Helen Shetensky,eta[and land of said Cynthia L. &Edward P.Zagorski,each in part,358.94 feet to a point, said point being N 360-46'-26"W,0.94 feet from a brownstone monument; Thence S 230-04'-47"W,along said westerly line of said Cynthia L.&Edward P.Zagorski, 281.06 feet to the point of beginning. The herein described Conservation Easement contains 217,499 square feet(4.993 Acres). RECt.vnn FOR�Ot[ O 1119 l o2a I.ti AT !1: q RECOa +�CUT"* CT J:RIREDLB-REDLAND BRICK,INCVRED2002WM\W".Dese.Con.Ease:Sphedule A-fms Volume: 2230 Page: 172 File Number: 00267 Seq: 8 J a • �� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 l�OSOR-CO TELEPHONE(860) 644-2511 December 7,2017 Redland Brick Inc. c/o Sherry R. Harper 15718 Clear Spring Road P.O. Box 160 Williamsport, MD 21795 Dear Ms. Harper: Re: Expiring Surety Bond for Appl. 14-01P/07-67P,Redland Brick Restoration Bond The Planning and Zoning Commission is holding the following Surety Bond: PROJECT BANK AMOUNT EXPIRATION Redland Brick Western Surety $30,000 Restoration 2/10/18 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? If you have any questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly yours, Michele R. Lipe,AICP Director of Planning MRL/llz �; •fir: •��+ a� Pratpctln0 minors,solely and Haxtth once IP70 a 30 CPR,§66,1000 N'otifzcatipIn of commencgiftent of operaflons and closing of mines. The ownet,operator,or person in charge of apy meW and nonmetal aline shall.Aotxfy the nearest Mine Safety and Health AdministratlaR and Metal and Nonmetal Mine Safety and Health District Office before starfing operationa,of the apprpxximate or adtual date mine operation will.corrononce. The n9tifYcat ha shall include t.ie mirie name, location,the company acme,mailing address,person in'd aaage,and whether operations will be continuouo or inl%=dttent. W1 en any mine is closed,the person in charge shall ntstify the nearest district office as provided above artd indicate whether the clew±L-is temporary or peiTftanertt. Date: J - r ... Mine TD# ---r.-�• d60 Mine Name, � City: -�d66L Gt/ ,tor- County: 5t te;� Pho :_ SaSr73lL _ oi#-ejaj Contact: ( ) Open ( asonal OpenYng ( ) Temporary Closure (%^aSontd Closhng ( ) Moving Plant Portable Plant is movhlg From: City: County: State; To: Czt y County: mate; Directions to New. Location: t United States Department of Labor-Mine Safety and Health Administr4tion 24 Computer Drive West Suite 1.01 Albany NY 12205 Phone:518-489-•0573 Pax:51.8-489=3661 SOW N SF4 o To� O-Psoa A ?O a 9 � ' w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR•Co�P TELEPHONE (860) 644-2511 January 2,2018 Redland Brick Inc. c/o Sherry R. Harper 15718 Clear Spring Road P.O. Box 160 Williamsport, MD 21795 Dear Ms. Harper: Re: Expiring Surety Bond for Appl. 14-01P/07-67P,Redland Brick Restoration Bond The Planning and Zoning Commission is holding the following Surety Bond: PROJECT BANK AMOUNT EXPIRATION Redland Brick Western Surety $30,000 Restoration 2/10/18 We have not as yet received renewals of the Letters of Credit, which expire on February 10, 2018 as noted in our previous renewal request dated December 7, 2017. Please be advised that discussion of this matter will be placed on the January 23, 2018 agenda of the Planning & Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. If you have any questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly your Michel . ipe, AICP Director of Planning MRL/llz S 0*N SfA O Y Tau V O-P Sa� V&U14at G U S � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 l�OSOR•C° TELEPHONE (860) 644-2511 June 13, 2018 Mr. Chris Lytle; Plant Manager Redland Brick Inc. 1440 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. Lytle; The Town has received several complaints regarding dust from your site in the past week. We have been given pictures and video showing large plumes of dust coming from your equipment and suspended in the air of the surrounding property. When we met with you on May 22, 2018, we discussed the conditions of your current Special Exception, which requires you to monitor and mitigate the dust generated on site daily. You are to keep a water truck on site, with the use recorded and logged. Those logs are to be available for inspection within twenty-four (24) hours of any request by me. Please take immediate steps to address the dust issue on your property to avoid enforcement action by this office. Call me at (860) 644-2511, ext. 251 if you have any questions. Thank you for your cooperation in this matter. Sincerely, t�(( - Pamela A. Oliva, CHO Zoning Enforcement Officer cc: Director of Planning Environmental Planner a AtntROWN Mtmrn'Frtely*"y"Modth.slexce a,4ze NIA4CaOM of eQmaneneewent Of oparaffow and closing of mines. The owrtet,operator,;or pexsen in charge of any metal and nor tea=tnv dwn Aotyy the fteareat e Sa&W qud Heal`h Adn-adstraft=4 Metal and NonmeWU= BafetY and I-Tealth Aatrict Of8[ee before atar ?g ope raeaM of dze VpMV=fe or actae, date mftue operation wffl robrnente.The upt cation"I Indudo ibe mfxte Haim Iocatipx.,the ctaupauy u4milk nviftg address,person ztz•charge,and whet qufa m-a will be ecraf nuoto 02 Men any x0m Is closed,die perdoxt In Charge shall t Jiffy the ze rest dist4a o e as provided above tfid indicate-w1ae the clabj;tta a impoxvqr or pe ►m t. Mine ID# -, '�'600 r I, C4nip4tyName: Mine Na • City: o :_ -5�� 1 fL _ � i Contact: �' ` re,T' j Open } mpoTacp Coirxe ceaoi Big { MavfngPIaxt Portable Plant is rnovhlg From; city.. Co= r: State _ To: CRY: Colinty.. Directions to New Loc ikon: United States Department of Labor Mine Suety and Health Adn*dsfxgt off. .24'Comp xter Drive Nest State 101 Albany NY 1220 PhGne:518-489-0578 Paw,5%6-489-8661 1OW N Sf4 y r Tio�Cl�Y2- �So� ?&e7� o Z) c � y � • :. w` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 J�OSox•CO TELEPHONE (860) 644-2511 December 3, 2018 Redland Brick Inc. C/O Sherry R. Harper 15718 Clear Spring Road P.O. Box 160 Williamsport, MD 21795 Dear Ms. Harper: Re: Expiring Surety Bond for Appl. 14-01P/07-67P, Redland Brick Restoration Bond The Planning and Zoning Commission is holding the following Surety Bond: PROJECT BANK AMOUNT EXPIRATION Redland Brick Western Surety $30,000 Restoration 2/10/19 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? If you have any questions, please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly yours, d J Michele R. Lipe, AICP Director of Planning MRL/llz CC: Christopher Lytle, Plant Manager ProtpctIng minors,6atety4nd HwAith5lnce 1978 r 30 CFTC 0 56,1000 l'lbtMiication of commencement of opgrafions and closing of mines. The ownet,bperatar,-or, person In charge of arty meW and noranefal nee shall Aoiify the xtearest Minn Safety and Health Administraliqu wad Metal slid 7,'tTonrnetpl AIine Safeiy and Health pistrict Office before starf g operations,of the apptpMMfe or a.&Uel date rn'?ne operation will cmtnence.The:RptMoation shall mdudp the mine name, 10catipn,the Cornpaiiy name,mailing address,person in,c barge,and whether Aperpfxons Will be confinuouo of ir►tprzdtwrrt, When any r4me zs closed,-the person in charge shall notify the nearest dfstxiet office as provided alcove aftd indfcatewhetl=the clesote is femporaty or getraaneht. Date: Mine ID# - daO r )NJ Com er Name: b14- Mine Name.- City.. J-or County; one: 6-dk 2�g Offidal Contact: 'In Iv Open ( )L%asonal Opening ( ) Temporary Closure (`4-6easoxial C'loktig ( ) Moving Plant Portable Plant is movhlg Fro= MY'; Co=ty: State: To; City: Cotility: State: Directions to New Location: I United States Department of Labor-Mine Safety. and Health Administration 24 Computer Drive'West Suite 101 Albany NY 12205 Phone:518-489-•0573 Faso:518-489-e661