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App13-41P Redland Brick KF Plant Clay
TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM RECE! F. Application Number: l Official Receipt Date: j P `` 013 Munis Application #: o2p SOUTH WINDSOR PLAt�{N(�iD@R�. APPLICANT: Redland Brick Inc. PROJECT 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 I 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: 30 minutes THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required, Certificate of Mailing) ❑ Open Space Subdivision/Resubdivision (Public Hearing Required; certificate of mailing) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required)❑ Minor ❑ Major ❑ Conditional Subdivision Approval ❑x Special Exception to Table 7.16 (Public Hearing, Certificate of Mailing) ❑ Site Plan of Development ❑ General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ® Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16 - Public Hearing Required) - Renewal ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit for (Public Hearing Required) ❑ In Law apartment/Accessory Apartment (Public Hearing Required) ❑ 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. Redlan� Brick nc Redla Brick Ilc. Signature of Applicani S IgIL ture of Property e RECEIVED REDLAND BRICK INC.- KF PLANT SEP 2 3 2013 s EARTH REMOVAL PERMIT 50UTHWINDSORPUINNINGDEPI.11 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 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 w v 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 �pW N sit - C �r . • • wo 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074 OR-z0`'� TELEPHONE(860)644-2511 Certified 970081300000145787359 f October 6,2011 Redland Brick,Inc. Attn: Barry Miller 16718 Clear Spring Road P.O.Box 160 , Williamsport;MD 21795 RE: Appl.#11-30W--Redland Brick Inc.,1440 John Fitch Boulevard Dear Mr.Miller: At the October 5,2011 regular meeting,the Inland Wetlands Agency/Conservation Commission approved Appl.#11-30W—Redland Brick-1440 John Fitch Blvd—IWAIConservation Commission modification to application 07-67P for the relocation of a haul road,removal of a settling pond, including associated improvements to the drainage. The site is located easterly of John Fitch Blvd and northerly of Strong Road. Industrial(1)Zone,with the following conditions: 1. The final approved copy of the entire set-of plans and this letter reproduced.thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning &Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability,which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on October 5, 2016. It is the landowner(syapplicant(s)responsibility to track expiration dates and notify the Commission of a renewal request at feast 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the:site. 5. A contact person shall be identified on the plans. 6. Conservation easement markers to be placed around perimeter of the easement every 150 feet. 7. Possible encroachment of driveway into conservation easement to be field verified and easement modified if necessary. 8. Prior to drainage of existing sediment pond,the turtles currently in residence are to be relocated as in original plan,-if an alternative is used must be approved by town staff. Very truly yours, INLAND WETLANDS AGENCY! CONSERVATION COMMISSION Elizabeth Warren,Chairperson EW/dt cc: Town Planner Chief Building Official RECEIVED SEP 2 3 2013 SOUTH WINDSOR PLANNING DEPT. PERMIT APPLICATION FOR EARTH REMOVAL FOR REDLAND BRICK,INC. 1440 JOHN FITCH BOULEVARD SOUTH WINDSOR, CONNECTICUT HRP# RED2004.CE SEPTEMBER 2013 Prepared by: Darin M. Lemire, P.E., CPSWQ Senior Project Engineer 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 1:IRIREDLB-REDLAND BRICK,INCIREDLAND BRICK,ICE PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074IRED2004CE\WPIApplicationlEa h Revnoval Application.docx 11" a'XJ(/L�-,� ?f2G, 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.WREDLB-REDLAND BRICK,INC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RED2004CaWPWpplicationTatlh Removal Application.docx 11RP �nG, Redland Brick Inc. 15718 Clear Spring Road R.O. Box 160 Williamsport,Maryland 21795 (301)223-7700 (301)223-6675 Fax September 23, 2013 An IS09001 Registered Quality System Michele Lipe, AICP Town Planner Planning Department Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 RE: Redland Brick Inc.- KF Plant- Renewal Application Dear Ms. Lipe: Please be advised that Redland Brick Inc. has authorized Susan A. Hays, its attorney, to sign on its behalf the application to renew the special permit for mining activities at its KF Brick Plant property on John Fitch Boulevard in South Windsor, CT. Please contact me if you need anything further in connection with this matter. Sincerely, Redland Brick Inc. y Joseph L. Miles President/CEO Manufacturer of quality brick products Cushwa KF Harmar Rocky Ridge ATTACHMENT A EXECUTIVE SUMMARY J.\R\REDLB-REMAND BRICK,INC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RED2004CE\WP\Applicaiion\EaNi Removal Applicalion.d— HR I/YX10OOr/(� �yLG, ATTACHMENT A: EXECUTIVE SUMMARY The purpose of this application is to renew Redland's Earth Removal Permit so that Redland can continue to mine clay for their brick manufacturing at their KF Brick Plant. The existing permit expired on February 5, 2013, but Redland has been meeting and actively discussing the permit renewal with the town since prior to permit expiration. 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 currently permitted. The acreage currently permitted 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,INC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RED2004CE\WP\Applicalim\Eanh Removal Applicatim.do HRl GGG�l� �YLG, ATTACHMENT B DRAWINGS J:\R\REDLB-REDLAND BRICK,INC\REDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT O6074\RED2004CE\WP\Application\Emh Removal Application.d— HR Drawing List Drawing Title Title Sheet C 1.0 Overall Existing Conditions Plan C1.1 Existing Conditions Plan TP-5 Excavation Plan- Phase 6 & 7 MRUZEDLB-REMAND BRICK,INCREDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 060741RED2004CE\WPWpplicatim\Ea ii Removal Applicatioo.docx HR ATTACHMENT C RECLAMATION PLAN J:\R\REDLB-REDLAND BRICK,INCIREDLAND BRICK,KF PLANT,1440 JOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RED2004CE\WP\Applicalion\Eanh Removal Applicalion.docz HR (/�JX7GGGIi7� �nG, 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 I:a\REDLB-REDLAND BRICK,INC\REDLAND BRICK,KF PLANT,1440 IOHN FITCH BOULEVARD,SOUTH WINDSOR,CT 06074\RED2004CE\WP\Application\Earth Removal Application.d— HR (/�YXJGGGtIP� ��'LG, TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT REDLAND BRICK,INC. PROJECT NAME REDLAND BRICK KF PLANT CLAY QUARRY This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. 1. On each sheet for plans or maps, title block with the following information: Title Sheet a. Name, address and telephone of applicant. X b. Name, address and telephone number of Land Surveyor or Professional Engineer. X c. Name of Development. X d. Date when drawings were made. X 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. X a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. X b. Outline of buildings. X c. Layout of streets. X d. Surrounding property boundaries-within 500 feet. X e. Names of abutting property owners. N/A f. Proposed open spaces and recreation areas. N/A g. Driveway cuts on abutting properties and any properties across from proposed site. N/A h. Distance to and name of nearest intersection street. N/A 3. Architectural Elevations: See attached checklist for Architecture and Design Review. i N/A 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement f. Names of abutting property owners. g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./L.S. Seal. x 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: x a. All existing and proposed buildings. N/A b. Curb Lines and pavement width, sidewalks. N/A c. Existing and proposed sanitary sewers. N/A d. Existing and proposed water and-all existing utilities. 2 x e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. x f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. x g . Regulated wetlands and 100-year floodplain or note that none are present. x h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. N/A i. Connections of all springs into proposed storm drainage system as needed. x j. Location and indications of existing brook channels, and 100-year flood limits. x k. A-2 &T-2 Certification; P.E & L.S. Seals. Reclamation Plan 6. Landscaping plan N/A 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. N/A g, Traffic Report N/A g, Site Lighting Plan N/A 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: N/A a. Layout of streets in sections coordinated by stations with the profile. N/A b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. N/A c. Sight line at driveway &street intersections. 3 N/A d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. N/A e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and N/A slopes of pipes. 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. N/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 1 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. MLANPRLPARER (P.E./L.S.) DATE cli b /ZZ 13 February 2002; Rev. 4-04 4 September 24, 2013 RECEIVED` SEP 2 6 2013 SOUTH W►NDSOR PLANING DEPT. Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 ATTN: Town Planner: Michele R. Lipe Dear Ms. Lipe, As you know, my neighbors and I border the land being excavated by K&F Brick Co. In recent weeks, it seems that the level of activity has increased to seven days a week,weather permitting, from sunrise to sunset and as of last night,through the entire night. The noise and vibrations shaking my home are intolerable, as is the dust. This activity is being conducted without the appropriate permits from both the Town and the State. Why has the Town hearing not taken place?How can they continue to operate without permits? This doesn't seem legal or fair. I met with the representatives of the company and expressed the neighborhood concerns. They promised to get back to us, but have not. It seems as if they have no intention of trying to work together. Please,we need relief from this nuisance and disruption to our lives. Sincerely, S James P lin Sec. 7-3 1. Maps of surveys and plots, filing requirements, cops. When any person having an interest in land has caused it to be surveyed and plotted or laid out into lots and projected highways, and a map made, which map shall bear the seal of the surveyor and a certification that it is substantially correct to the degree of accuracy shown thereon, and when such projected highways have been approved by the municipal authorities empowered to approve the layout of highways, the map may be received and placed on file in the office of the clerk of the town in which such land is situated and shall thereupon be deemed a part of the deeds referring thereto, and may be produced in court accordingly; and such town clerk shall, upon request, make and certify copies of any such map on file in his office. All maps bearing a date of October 1, 1974, or later, shall be drawn in ink or printed on translucent linen, or any other material approved by the Public Records Administrator, and shall be thirty-six inches long and twenty-four inches wide or eighteen inches long and twelve inches wide or eighteen inches long and twenty-four inches wide. The selectmen of each town shall cause to be provided cases in which such maps may be properly preserved or books of appropriate size in which such maps may be properly preserved. Maps may be recorded by a photographic process as approved by the Public Records Administrator and the original retained for reference. (1949 Rev., S. 7125; 1951, S. 224d; 1963, P.A. 528, S. 3; February, 1965, P.A. 98, S. 1; P.A. 74-28; P.A. 75-41; P.A. 96-180, S. 2, 166.) History: 1963 act deleted fee payable to clerk; 1965 act deleted requirement that town clerk number maps keep records thereof and permitted recording maps by photographic process, retaining originals for reference; P.A. 74-28 required that maps made on or after October 1, 1974, be drawn or printed on translucent linen or other approved material, changed size specifications and specifications for cases; P.A. 75-41 added third option for map size, i.e. 18 by 24 inches; P.A. 96-180 replaced state Examiner of Public Records with Public Records Administrator, effective June 3, 1996. See Sec. 7-34a re fees charged by town clerks. See Sec. 8-29 re filing of maps and plans by municipal planning commission. See Sec. 11-8(b) re appointment of Public Records Administrator. See Sec. 11-8i et seq. re historic documents preservation grant program for municipalities. Is declaratory of common law; filing of map, with sales of land therefrom, may constitute a dedication to public use of ways and grounds. 57 C. 31; 76 C. 295; 77 C. 444; 79 C. 353. Reference to map on file in record office in a deed incorporates it by reference into that deed. 93 C. 508. Reference must be specific. 108 C. 541. Cited. 140 C. 202; 142 C. 39. A map, which showed a right-of-way was to be released, was incorporated by this section into the deed to defendant and he was bound to give a release of said right-of-way. 158 C. 395. Cited. 160 C. 109; 179 C. 650. Cited as section 224d of the 1955 Cumulative Supplement. 185 C. 426. Existence of map may be satisfied by language in deed if such language is reasonably sufficient to alert person to inquire about or search for such a map. 276 C. 782. Cited. 10 CA 556; Id., 669. Cited. 8 CS 212. Where owner of land sells lots, referring in conveyances to map showing lots and parks or other open areas, lot owners acquire right to have parks thereafter kept open for their use in connection with their lands. 22 CS 499. Sec. 7-32. Index of surveys and maps. Each town clerk shall keep a special index book to be known as the "Index of Surveys an aps . er any map is filed with the town clerk as provided by law, he shall make an entry in said index book, giving the title thereof, the name of each of the owners of such land, the date on which it was filed, the date of the survey and a brief description of the plot surveyed. He shall further keep another and separate index book to be known as "Index of Surveys and Maps by Streets" and whenever any map is filed with the town clerk as provided by law, he shall make an entry in said index book giving the street or streets on which the property abuts, and giving the title of the map, the name of each of the owners of such land, the date on which it was filed, the date of the survey and a brief description of the plot surveyed. (1949 Rev., S. 558; February, 1965, P.A. 98, S. 2; 574, S. 51; 1969, P.A. 567, S. 1.) History: 1965 acts required index entry to contain names of owners and the date on which filed and deleted requirement to include name of surveyors; 1969 act added provisions concerning "Index of Surveys and Maps by Streets". See Sec. 7-34a re fees charged by town clerks. See Sec. 11-8i et seq. re historic documents preservation grant program for municipalities. Purpose and effect of index; does not obviate necessity for specific reference to map in a duly recorded deed. 108 C. 541. Secs. 7-32a to 7-32j. Reserved for future use. Sec. 22a-69 page 3 (4-97) Department of Environmental Protection §22a-69-1.1 Control of Noise Sec. 22a-69-1. Definitions Sec. 22a-69-1.1. General (a) adaptive reuse means remodeling and conversion of an obsolete or unused building or other structure for alternate uses.For example,older industrial buildings, warehouses, offices, hotels, garages, etc., could be improved and converted for reuse in terms of industrial processes, commercial activities, educational purposes, residential use as apartments, or other purposes. (b)aircraft means any engine-powered device that is used or intended to be used for flight in the air and capable of carrying humans. Aircraft shall include civil, military, general aviation and VTOUSTOL aircraft. (i) aircraft,STOL means any aircraft designed for, and capable of, short take- off and landing operations. (ii) aircraft, VTOL means any aircraft designed for, and capable of, vertical take-off and landing operations such as, but not limited to, helicopters. (c) airport means an area of land or water that is used, or intended to be used, for the landing and takeoff of aircraft and is licensed by the State of Connecticut Bureau of Aeronautics for such use. "Airport" shall include all buildings and facilities if any. "Airport" shall include any facility used, or intended for use, as a Ianding and take-off area for VTOUSTOL aircraft, including, but not limited to, heliports. (d)ANSI means the American National Standards Institute or its successor body. (e) best practical noise control measures means noise control devices,technol- ogy and procedures which are determined by the Commissioner to be the best practical,taking into consideration the age of the equipment and facilities involved, , the process employed, capital expenditures, maintenance cost, technical feasibility, and the engineering aspects of the applicable noise control techniques in relation to the control achieved and the non-noise control environmental impact. (f) commissioner means the Commissioner of the Department of Environmental Protection or his/her designated representative. (g) construction means any, and all, physical activity at a site necessary or incidental to the erection, placement, demolition, assembling, altering, blasting, cleaning, repairing, installing, or equipping of buildings or other structures,public or private highways,roads,premises,parks,utility lines,or other property,and shall include,but not be limited to,land clearing,grading,excavating,filling and paving. (h) daytime means 7:00 a.m. to 10:00 p.m. local time. (i)director means the Director of the Office of Noise Control in the Department of Environmental Protection. (j) emergency means any occurrence involving actual or imminent danger to persons or damage to property which demands immediate action. (k)intrusion alarm means a device with an audible signal which,when activated, i indicates intrusion by an unauthorized person. Such alarm may be attached to, or within, any building, structure, property.or vehicle. (l) ISO means the International Organization for Standardization, or its succes- sor body. (m)lawn care and maintenance equipment means all engine or motor-powered garden or maintenance tools intended for repetitive use in residential areas,typically capable of being used by a homeowner, and including, but not limited to, lawn mowers, riding tractors, snowblowers, and including equipment intended for infre- Sec. 22a-69 page 5 (4-97) Department of Environmental Protection §22a-69-1.2 (g)existing noise source means any noise source(s) within a given Noise Zone, the construction of which commenced prior to the effective date of these Regulations. (h)fluctuating noise means a continuous noise whose level varies with time by more than 5 dB. (i) frequency means the number of vibrations or alterations of sound pressure per second and is expressed in Hertz. 0)hertz(Hz)means a unit of measurement of frequency formerly stated as,and numerically equal to, cycles per second. (k)impulse noise means noise of short duration(generally less than one second), especially of high intensity,abrupt onset and rapid decay,and often rapidly changing spectral composition. (1)infrasonic sound means sound pressure variations having frequencies below the audible range for humans, generally below 20 Hz; subaudible. (m) LIa means the A-weighted sound level exceeded 10% of the time period during which measurement was made. (n)Lsomeans the A-weighted sound level exceeded 50%of the time period during which measurement was made. (o)L90 means the A-weighted sound level exceeded 90%of the time period during which measurement was made. (p) octave band sound pressure level means the sound pressure level for the sound contained within the specified preferred octave band,stated in dB,as described in ANSI 51.6-1967:Preferred Frequencies-and Band Numbers for Acoustical Mea- surements. (q)peak sound pressure level means the absolute maximum value of the instanta- neous sound pressure level occurring in a specified period of time. (r)prominent discrete tone means the presence of acoustic energy concentrated in a narrow frequency range, including, but not limited to, an audible tone,which produces a one-third octave sound pressure level greater than that of either adjacent one-third octave and which exceeds the arithmetic average of the two adjacent one- third octave band levels by an amount greater than shown below opposite the center of frequency for the one-third octave band containing the concentration of acoustical energy. 113 Octave ,band dB Center Frequency (Hz) 100 16 125 14 160 12 200 11 250 9 315 8 400 7 500 6 630 6 800 5 1000 4 1250 4 1600 4 2000 3 2500 3 Sec. 22a-69 page 7 (4-97) Department of Environmental Protection §22a-69-1.7 they are legally incorporated by reference in these Regulations,have the same force and effect as other standards in these Regulations. (b) These specifications, standards and codes may be examined at the Office of Noise Control, Department of Environmental Protection, State of Connecticut. (c)Any changes in the specifications, standards and codes incorporated in these Regulations are available at the Office listed in (b) above. All questions as to the applicability of such changes should also be referred to this Office. (Effective June 15, 1978) Sec. 22a-69-1.5. Compliance with regulations no defense to nuisance claim Nothing in any portion of these Regulations shall in any manner be construed as authorizing or legalizing the creation or maintenance of a nuisance,and compliance of a source with these Regulations is not a bar to a claim of nuisance by any person. A violation of any portion of these Regulations shall not be deemed to create a nuisance per se. (Effective June 15, 1978) Sec. 22a-69-1.6. Severability If any provision of these Regulations or the application thereof to any person or circumstances is held to be invalid, such invalidity shall not affect other provisions or applications of any other part of these Regulations which can be given effect without the invalid provisions or application;and to this end,the provisions of these Regulations and the various applications thereof are declared to be severable. v Effective June 15, 1978 Sec. 22a-69-1.7. Exclusions r These Regulations shall not apply to: (a) Sound generated by natural phenomena, including, but not limited to, wind, storms,insects,amphibious creatures,birds,and water flowing in its natural course. (b) The unamplified sounding of the human voice. (c) The unamplified sound made by any wild or domestic animal. f` (d) Sound created by bells, carillons, or chimes associated with specific reli- gious observances. (e) Sound created by a public emergency sound signal attached to an authorized emergency vehicle in the immediate act of responding to an emergency,as authorized by subsection(d)of Section 14.80 and Section 14-la of Chapter 246 of the General Statutes and all amendments thereto, or located within or attached to a building, pole or other structure for the purpose of sounding an alarm relating to fire or civil preparedness. (f) Sound created by safety and protective devices. (g) Farming equipment or farming activity. (h)Back-up alarms required by OSHA or other State or Federal safety regulations. / (i) Sound created by any mobile source of noise. Mobile sources of noise shall 'include, but are not limited to, such sources as aircraft, automobiles, trucks, and .`7 ,` r: boats. This exclusion shall cease to apply when a mobile source of noise has Q� maneuvered into position at the loading dock, or similar facility, has turned off its j engine and ancillary equipment, and has begun the physical process of removing j the contents of the vehicle. J (Effective June 15, 1978) r Sec. 22a-69 page 9 (4-97). Department of Environmental Protection §22a-69-2.3 and assist persons in determining the application of the provisions of these Regu- lations. (Effective June 15, 1978) Sec. 22a-69-2. Classification of land according to use See. 22a-69-2.1. Basis Noisy Zone classifications shall be based on the actual use of any parcel or tract under single ownership as detailed by the Standard Land Use Classification Manual of Connecticut (SLUCONN). (Effective June 15, 1978) Sec. 22a-69-2.2. Multiple uses Where multiple uses exist within a given Noise Zone, the least restrictive land use category for the Emitter and Receptor shall apply regarding the noise standards specified in Section 3 of these Regulations. (Effective June 15, 1978) Sec. 22a-69-2.3. Class A noise zone Lands designated Class A shall generally be residential areas where human beings sleep or areas where serenity and tranquility are essential to the intended use of the land. Class A Land Use Category. The land uses in this category shall include, but not be limited to, single and multiple family homes, hotels, prisons, hospitals, religious facilities,cultural activities,forest preserves,and land intended for residen- tial or special uses requiring such protection. The specific SLUCONN categories in Class A shall include: 1. Residential 11 Household Units* 12 Group Quarters 13 Mobile Home Parks and Courts 19 Other Residential 5. Trade 583 Residential Hotels 584 Hotels, Tourist Courts and Motels 585 Transient Lodgings 6. Services 651 Medical and Other Health Services; Hospitals 674 Correctional Institutions 691 Religious Activities 7. Cultural, Entertainment and Recreational 711 Cultural Activities 712 Nature Exhibitions 713 Historic and Monument Sites `Mobile homes are included if on foundations 9. Undeveloped, Unused and Reserved Lands and Water Areas 92 Reserved Lands 941 Vacant Floor Area—Residential (Effective June 15, 1978) GZA Engineers and GeoEnvironmental,Inc. scientists - RECEIVED October 18, 2013 File No. 05.0045211.00 Q a�Northern Construction Service,LLC CCN SERVAMN QOWsstoN 1516 Park St. PO Box 900 Palmer, MA 01069 �ZX 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 BlastMate III Multi-channel Seismograph, Serial #BA8684, to measure vibrations during the operation of the mining equipment. Two methods were used An Equal Opportunity EnzployerMIF/U/H 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. an 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 Vibration Monitoring—Redland Brick Inc. October 18,2013 File No.05.0045211.00 Page 3 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 near Redland Brick'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 da& would indicate that the mining 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. Very truly yours, GZA GEOENVIRONMENTAL, INC. Christopher J. Tonzi,P.E. Thomas E. Billups Senior Project Manager Consultant Reviewer ,t5�ttt Utlltfffff!/!I `o z Dan T. Kinard,P.E. a = Associate Principal s .O• 95 l'4 Attachments: Figure 1 Vibration Monitoring Location Plan Appendix A Limitations Appendix B Instantel BlastMate III Monitoring Data ' Nicholls, H.R., Johnson, C.F., and Duvall, W.I., "Blasting Vibrations and their Effects on Structures," BuMines Bulletin 656,1971. z Wiss,John F.,"Construction Vibrations:State-of-the-Art,"Journal of the Geotechnical Engineering Division, ASCE,Vol. 107,No.GT2,Proc.Paper 16030,February,1981,pp.167-181. Page l of 1 t I3 - qlP Zarambo, Lauren L. From: Lipe, Michele Sent: Thursday, October 17, 2013 10:56 AM To: Zarambo, Lauren L.- Subject: Fwd: DOCS-#673741-vl redland name change Follow Up Flag: Follow up Flag Status: Red Attachments: SKMBT C45013092011430.pdf;ATT00001.htm; SKMBT_C45013092011421.pdf; ATT00002.htm; SKMBT_C45013092011420.pdf,ATT00003.htm; SKMBT_C45013092011411.pdf;ATT00004.htm; SKMBT_C45013092011410.pdf; ATT00005.htm For the file Sent from my iPhone Begin forwarded message: From: "Susie Hays" <5Fa ys@ uks.com> To: "Lipe, Michele" <Michele.Lipe&southwindsor.org> Subject: FW: DOCS-#673741-vl-redland name_change Michele, Attached are the certified mail receipts for the notice letters sent out in connection with the application. I thought you might need these for the file. Please let me know if you have any questions. Thanks. Susie LEGAL NOTICE: Unless expressly stated otherwise, this message is confidential and may be privileged. It is intended for the addressee(s) only. If you are not an addressee, any disclosure, copying or use of the information in this e-mail is unauthorized and may be unlawful. If you are not an addressee,please inform the sender immediately and permanently delete and/or destroy the original and any copies or printouts of this message. Thank you. Updike,Kelly& Spellacy, P.C. 10/18/2013 z s� Ln �. . . s - : Ln Ln - " t r r'n e'l4k fis(-�P"Foe aMore 'Azqw"ed) n t E: £ __r e'aa t Fee; i €Jo,c t.m!pay rwc rl ztlt Windsor, T 06074 r :r Smith Windsor. 0�S�I74 u �� £ Ln -D s g.NUNN it7 =< > } 4S i t g K#' f.�` •.^" 3'�t73 ;,sit AeSUrt4 fdrx Lac} -, s �.>..,.�,......,_...._... ,..., rl.'..x E> Hfa» € it td r !� "YeLssr rd"ks r l t3 £ rWwSe£r£te R i.-_<5 Ete&rye?£', .,..,..,..._,........ , n C ounq Distributors Inc. ..x f_ _ s . Windsor,CST 06074 Z R�T 3^. 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Windsor,CT (t60'7 � ; 1 ?:�t� Ca t��ira`�r��ith (:'t, GZA Engineers and GeoEnvironmental,Inca scientists October 18, 2013 File No. 05.0045211.00 Northern Construction Service,LLC 1516 Park St. PO Box 900 Palmer, MA 01069 OnAttention: 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 BlastMate III Multi-channel Seismograph, Serial #BA8684, to measure vibrations during the operation of the mining equipment. Two methods were used An Equal Opportunity EmployerM/FN/H ' Vibra tion 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. G� 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/see) 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 Vibration Monitoring—Redland Brick Inc. October 18,2013 File No.05.0045211.00 Page 3 to structures based on the following criteria. The United States Bureau of Mines' (USBW 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. Gzk The PVS values recorded at or near Redland Brick'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 date would indicate that the mining 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. Very truly yours,. GZA GEOENVIRONMENTAL,INC. Christopher J.Tonzi,P.E. Thomas E.Billups Senior Project Manager Consultant Reviewer Dan T.Kinard,P.E. _ - Associate Principal ,o=. 95 q` CENS�''�4' Attachments: Figure 1 Vibration Monitoring Location Plan Appendix A Limitations Appendix B Instantel BlastMate III Monitoring Data 1 Nicholls, H.R., Johnson, C.F., and Duvall, W.I., "Blasting Vibrations and their Effects on Structures," BuMines Bulletin 656,1971. 2 Wiss,John F.,"Construction Vibrations:State-of-the-Art,"Journal of the Geotechnical Engineering Division, ASCE,Vol: 107,No.G72,Proc.Paper 16030,February,1981,pp. 167-181. W F7r X - o� 1 1 �n - F5HA5E 6 PHASE 7 f' s xt t„ r M> a `- iAREA 2 I 90s. 33 sq.ft. 3 acres 7i� Ratio OPIX , r f/ �Sb' UPLAND REVIEW BOUNDARY� � r 1 LEGEND 0 50, 100, 200' 1 APPROXIMATE LOCATION OF SEISMOGRAPH MONITORING 1"=100' POINT PERFORMED BY GZA ON AUGUST 14,2013 APPROXIMATE LOCATION OF EXISTING STRUCTURE NO. issue/DESCRIPTION BY DATE UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT,THIS DRAWING IS THE SOLE PROPERTY OF GZA GEOENVIRONMENTAL,INC.(GZA).THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY GZA'S CLIENT OR THE CUENT"S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWNG.THE DRAWING SHALL NOT BE TRANSFERRED,REUSED,COPIED,OR ALTERED IN ANY MANNER FOR NOTES: USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF GZA.ANY TRANSFER,REUSE.OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS,WITHOUT THE PRIOR WRITTEN EXPRESS CONSENT OF GZA.WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA. 1. BASE MAP DEVELOPED FROM A PLAN TITLED,"EXCAVATION PLAN- -- — PHASE 6&7,PROPOSED OVERALL TOPOGRAPHIC PLAN,REDLAND REDLAND BRICK, INC. BRICK,INC.-CLAY QUARRY-KF PLANT,1440 JOHN FITCH BLVD, 1440 JOHN FITCH BOULEVARD SOUTH WINDSOR,CONENCTICUT',BY FUSS&O'NEILL,INC., DATED SOUTH WINDSOR,CONNECTICUT 11/30/07,FIGURE TP-5,SCALE 1"=80'. 2. ALL COLORED PORTIONS OF THIS DRAWING ARE REVISIONS VIBRATION MONITORING LOCATION PLAN PROPOSED BY HRP ASSOCIATES,SEPTEMBER 2011. THE ORIGINAL PLANS WERE PREPARED BY FUSS&O'NEILL,NOVEMBER 2007, REVISED MAY 2008. THE PROFESSIONAL ENGINEER CERTIFICATE ON PREPARED BY: PREPARED FOR: THIS DRAWING IS FOR WORK PROPSOED BY HRP ONLY. GZA GeoEnvironmental,Inc. NORTHERN CONSTRUCTION 3. THE LOCATION OF THE SEISMOGRAPH MONITORING POINTS WERE on Engineers and Scientists SERVICE,LLC APPROXIMATELY DETERMINED FROM LINE OF SIGHT AND TAPE www.gza.com MEASUREMENTS FROM EXISTING TOPOGRAPHIC SITE FEATURES.THIS PROJ MGR: CJT REVIEWED BY: DTK CHECKED BY: TES FIGURE DATA SHOULD BE CONSIDERED ACCURATE ONLY TO THE DEGREE DESIGNED BY: DTK DRAWN BY: DMB SCALE: 1"=100' IMPLIED BY THE METHOD USED. DATE: PROJECTNO. REVISION N0. AUGUST 2013 05.0045211.00 0 SHEETNO. Z yC O z � a � a ! MAW imam G� 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 1 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. r 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 legg t1l Qtatarrl in tha Rannrt mr 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. April 2012 PAGE 2 i APPENDIX B INSTANTEL BLASTMATE III MONITORING DATA z 0 H U O a MAN so m m MW AM: Ili 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 10 Unit Location: Prop.line by stockpile 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 z 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 1 Sensor Check Passed Passed Passed s / Frequency 7.3 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 0 0.5 ---------------' Peak Vector Sum 0.0206 in/s at-0.069 sec 0.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 Vert Ii 0.0 i Tran l� 0.0 to 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= I►- - Printed:August 14,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation - Instdntel Event Report Daterrime 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 10 Unit Location: Prop.line by stockpile 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 0.0150 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 N 1 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 0.0255 in/s at 0.000 sec 4) 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 V 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 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 Reword 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 Unit Location: Prop.line by stockpile 10 Unit Serial Number: BA8684 No velocity above 0.04 in/si Extended Notes 5 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 X 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 H 1 Sensor Check Passed Passed Passed Zr- Frequency 7.3 7.5 7.2 Hz , Overswing Ratio 3.9 3.7 3.7 0 0.5 ----- Peak Vector Sum 0.0200 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 U Vert i Oo 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 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation M Instantel Event Report Daterrime 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 RI8507 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 5 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 , O 0.5 ---------------` Peak Vector Sum 0.0218 in/s at 0.226 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 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= 10 - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantei 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 J684EXOC.LSO 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 No velocity above 0.04 in/s 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 y 1 Sensor Check Passed Passed PassedZr- c Frequency 7.3 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 0 5 Peak Vector Sum 0.0269 in/s at 0.010 sec .2 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 T Tran 0.0 U .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 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 Instantei 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: Propaine by stockpile 10 Unit Serial Number: BA8684 Extended Notes s No velocity above 0.04 in/s 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 V 1 Time 10:29:42 10:29:42 10:29:42 Sensor Check Passed Passed Passed c Frequency 7.3 7.5 7.2 Hz Overswing Ratio 3.9 3.8 3.8 0 os ------------- Peak Vector Sum 0.0212 in/s on August 14,2013 at 10:29:42 > 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 Train 0.0 10:29:42 10:39:42 Aug 14/13 Aug 14113 Time Scale: 1 minute/div Amplitude Scale:Geo:0.0500 in/s/div Sensor Check ' Printed:August 14,2013(V 10.30-10.30) Fonnat©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 RI8507 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 14113 Time 10:46:37 10:46:37 10:43:37 Sensor Check Passed Passed Passed Frequency 7.3 7.5 7.2 Hz 9 Overswing Ratio 3.9 3.7 3.8 c 0.5 ------------- Peak Vector Sum 0.0520 in/s on August 14,2013 at 10:46:37 > , 0.2 0.1 0.05 + 0.0394 I —I —1—I I I I j+ ��- 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o l I Long 0.0 I � `der 1 I ■ 0.0 i �i 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 �i O H H U O a Instantel Event Report Daterrime 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 X Overswing Ratio 4.0 3.8 3.7 / Peak Vector Sum 0.0224 in/s at 0.000 sec y 1 C z O 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 I r� .. -- 0.0 V 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= ► - .4 Printed:August 16,2013(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 N 1 c 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 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= No- - 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 Instante► Record Time 3.0 sec at 1024 sps File!dame J684EXOE.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 RI8507 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 5 ZC Freq 27 73 >100 Hz 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 / 0 0.5 ------- 0.2 , I 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long -e.„_ - - I 0.0 Vert 0.0 i Tran I n 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 9)1995-2011 Xmark Corporation i * Instanter 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 Tran Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0150 0.0200 in/s ZC Freq >100 85 28 Hz 5 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 1 c / 2: 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 Tran 0.0 to 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 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 J684EXCE.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 ZC Freq 22 47 47 Hz 6- -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 y 1 c o 0.5 ------- - > 0.2 t I 0.1 0.05 0.0394 1 2 5 10 20 50 100 y Frequency(Hz) Tran:+ Vert:x Long:s IF Long 0.0 1 1 / N V 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= No - t Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation M 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 Bulldozer USBM R18507 And OSMRE South Property Line at Location#2 10 Tram Vert Long PPV 0.0550 0.0350 0.0550 in/s ZC Freq 12 18 12 Hz 5 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 / �j Peak Vector Sum 0.0735 in/s at 2.235 Sec w 1 c / O 0.5 -------------- d 0.2 0.1 0.05 �Q} OT 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 f �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 Sensor Check Trigger= 1- - Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation Instantel Event Report Date/Time 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 November 20,2012 by Instantel Record Time 3.0 see at 1024 sps File!dame J684EXOE.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 R18507 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 ZZ PeakVectorSum 0.0616in/sat0.181sec O 0.5 ----- --- r 0.2 0.1 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long r v - i 0.0 1 Vert =._ 0.0 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= lo- - - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation * Instdntel 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 OSMRE South Property Line at Location#2 Bulldozer 10 Tran Vert Long PPV 0.0350 0.0350 0.0500 in/s ZC Freq 11 16 15 Hz 5 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 zz-/ PeakVectorSum 0.0552in/sat0.576sec O 0.5 ------- d t 0.2 1 0.1 0.05 0 0.0394 ID � 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 Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel 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 November20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name .;684EXQE.SQv" 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 ZC Freq 19 57 73 Hz 5 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 H 1 c ZIZ// 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 I n 0.0 V Vert 0.0 i Tran 0.0 I� `J 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 Datellime 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 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 ZC Freq 22 >100 >100 Hz 5 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 Overawing Ratio 4.0 3.8 3.7 Peak Vector Sum 0.0212 in/s at 0.000 sec N 1 c / 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 r 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= 11- - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report Date/Time 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 OSMRIE South Property Line at Location#2 Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0250 0.0350 inls 5 ZC Freq 85 >100 73 Hz Time(Rol.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 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 I Long 0.0 t 'U Vert - - - 0.0 Tran o.a 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/div Amplitude Scale:Goo:0.100 in/s/div P Sensor Check Trigger= No - - 4 Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 xmark Corporation Instdntel Event Report Datefrime 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 0.04 in/s PPV 0.0250 0:0250 0.0200 in/s ZC Freq 30 >100 >100 Hz 5 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 N 1 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 1 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= 1, - Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation Instantel Event Report Date/Time 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.1G0 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 No velocity above 0.04 in/s PPV 0.0200 0.0150 0.0150 in/s 5 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 secZZ 1 c / 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 Vert 11 0.0 iV It - - - - ._... /� 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= D- t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation '. ' * Instantel 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 November20,2012 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 RI8507 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 OP00009 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 y 1 i^ ' 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 ' Train 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, - 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 J684EXOF.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 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 5 ZC Freq 64 >100 >100 Hz 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 Overawing Ratio 3.9 3.8 3.7 / Peak Vector Sum 0.0350 in/s at 0.006 sec w 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: to Long 0.0 i I , Vert -- 0.0 T ran I n 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 Histogram Start Time 11:15:42 August 14,2013 Serial Number BA8684 V 10.60-8.17 BlastMate Ili 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 to 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 H S / o 0.5 ------ ' 0.2 o., 1 0.05 0.0394 0 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o V"" Long 0.0 I ' Vert 2 M 0.0 Tran 0.0 11:16:42 11:31:42 Aug 14 M3 Aug 14113 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 � � � � � � i � � � � � � � � � � � � z 0 H U O ' * Instantel 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 2 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 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 0.0224 in/s at 0.000 sec 4) 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 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=►- - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 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 blame .1684EXOG.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 tine at Location#3 Bulldozer Tran Vert Long PPV 0,0200 0.0150 0.0200 in/s 2 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 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz Overswing Ratio 4.0 3.7 3.70 , o Q.5 -------------- ' Peak Vector Sum 0.0212 in/s at 0.361 sec 0.2 , 0.1 , 0.05 Q.Q394 ' 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:e � I Long 0.0 i I �l Vert 0.0 t V i Tran 0.0 0.0 1.0 2.0 3.0 Time Scale:0.20 sec/die Amplitude Scale:Geo:0.100 in/s/die Sensor Check Trigger= 11- - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' ' * instdntel 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 RII3507 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 0.0200 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 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz Overswing Ratio 4.0 3.7 3.7 O Peak Vector Sum 0.0212 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: 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= ►- - 14 Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report , Datefrime Long at 11:48:27 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 sac at 1024 sps He Name J684EXOu.SRO 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 0.0200 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 rn 1 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz Overswing Ratio 4.0 3.7 3.7 a 0 5 Peak Vector Sum 0.0212 in/s at 1.995 sec 0.2 ' 0.1 0.05 Q 0394 ' 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: e l i i Long I 0.0 Vert 0.0 tI Tran 0.0 I 1.0 2.0 3.0 ' Time Scale:0.20 sec/div Amplitude Scale:Geo:0.100 in/s/div Sensor Check Trigger= 10 - A Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' Instant@I Event Report Datefrime 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 Instantel 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 No velocity above 0.04 in/s Extended Notes 5 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 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 0.0229 in/s at 2.292 sec i U.2 1 0., 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:0 ' 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 Trigger=►- - 4 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 File Name ,!684EXOG.TLO Notes Project&Location: Rediand Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 1G Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s ' Extended Notes 6- -Southern Property Line at Location#3 Bulldozer 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 S Frequency 7.1 7.6 7.4 Hz r Overawing Ratio 4.0 3.7 3.7 ---- ---- Peak Vector Sum 0.0308 in/s at 2.572 sec > 0.2 , 0.1 0.05 4.0394 ' 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:e Long � 0.0 Vert I � �� .� � - , 00 �I t I � T' 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 14,2013(V 10.30-10.30) Format©1995-2011 Xmark corporation ' Instantel Event Report ' Date/Time Long at 11:49:12 August 14,2013 Serial Number BA8684 V 10.60-8.17 B1astMate 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 in 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 o.z ' 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 lr J 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 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 November20,2012 by Instantel Record Time 3.0 sec at 1024 spa File Name J684EXOG.UFO 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 0.0250 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 F 1 Sensor Check Passed Passed Passed S 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 see ' o.z ' 0.1 , 0 0 0.05 p} 00 0 0 X ' 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: o I Long 0.0 ' Ii Vert ^ -_ yn..�Y nVV � 0.0 t Tran 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 ' Printed:August 14,2013(V 10.30.10.30) Format©1995-2011 Xmark Corporation ' � In stantel Event Report � Date/Time 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 1a 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 0.0550 0.0500 in/s 2 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 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz >, Overswing Ratio 4.0 3.7 3.7 ' Peak Vector Sum 0.0693 in/s at 1.874 sec o.s ---------------- ' 0.2 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 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) Forrnat 01995-2011 Xmark Corporation Instantel Event Report Daterrime 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 sps File Name J684EXOG.V90 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 0.0200 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 Frequency 7.1 7.6 7.4 Hz Y Overswing Ratio 4.0 3.7 3.7 Peak Vector Sum 0.0308 in/s at 0.010 sec ) 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 T 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= l - Printed:August 14,2013(V 10.30 10.30) Format©1995-2011 Xmark Corporation , ' N Instantel Event Report DatelTime 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 Instantel 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 Unit Location: Prop.line by haul road 10 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 0.0250 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 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 0.0274 in/s at 0.289 sec 0.2 0.1 0.05 ' 0.0394 7 2 5 10 20 50 100 > Frequency(Hz) ' Tran:+ Vert:x Long:o ' Long rx, 0.0 Vert 0.0 i 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 Trigger= ►- - t Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation * Instantel Event Report 1 Daterrime 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 J684EXOG.Z30 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 0.0200 in/s 2 ZG 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 rn Sensor Check Passed Passed Passed / Frequency 7.1 7.6 7.4 Hz w Overswing Ratio 4.0 3.7 3.7 A 0.5 ---------------- Peak Vector Sum 0.0292 in/s at 0.005 sec 0.2 0.1 0.05 0.0394 , 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long: re. 1 I Long `` 0.0 1 � � 1 i Vert 0.0 r 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 - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation , Instant@I 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 z 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 7 1 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz , Overswing Ratio 4.0 3.7 3.7 0 Peak Vector Sum 0.0453 in/s at 0.030 sec 0.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 I Vert I 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 Sensor Check Trigger= N - t ' Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report ' Daterrime 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 sp$ File Nacre ji684EXOH.2B0 Notes Project&Location: Redland Brick,South Windsor,CT USBM R18507 And OSMRE Client: Northern Construction 16 Unit Location: Prop.iine by haul road Unit Serial Number: BA8684 No velocity above 0.04 inls ' Extended Notes 5 Southern Property Line at Location#3 Bulldozer Tran Vert Long , PPV 0.0150 0.0150 0.0250 in/s 2 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 v Peak Displacement 0.00008 0.00003 0.00016 in w 1 Sensor Check Passed Passed Passed Frequency 7.1 7.6 7.4 Hz Oversvring Ratio 4.0 3.7 3.7 Q o 5 -------------- Peak Vector Sum 0.0260 in/s at 2.324 sec 0.2 ' 0.1 , 0.05 0.0394 , 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:X Long: o Long I 0.0 I U Vert 0.0 I 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 ' Trigger= 11- - Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation , ' * Instantel Event Report Date/Time 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 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 0.0300 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 ;� 1 Sensor Check Passed Passed Passed Frequency 7.1 7.5 7.3 Hz >. Overswing Ratio 4.2 3.9 3.7 c 0 ---------------- Peak Vector Sum 0.0626 in/s at 2.232 sec ' o.z ' 0.1 0 0.05 0 96 0.0394 0 1 2 5 10 20 50 100 > Frequency(Hz) ' Tran:+ Vert:x Long:o ' Long 0.0 Vert 0.0 U 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 Trigger= 1- - 4 ' Printed:August 14,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation Instantel Event Report ' Daterrime Long at 11:55:33 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.4L0 Notes Project&Location: Redland Brick,South Windsor,CT t1SBM R18507 And OSMRE ' Client: Northern Construction 1 Unit Location: Prop.line by haul road Unit Serial Number: BA8684 No velocity above 0.04 in/s Extended Notes 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 Sensor Check Passed Passed Passed Frequency 7.1 7.7 7.5 Hz OversvAng Ratio 4.1 4.1 3.3 0 0 5 --------------- 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 ' Long 0.0 v Vert 4-a-, I 0.0 t 1 V t 1 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= O - A Printed:August 14,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel 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 Unit Location: Prop.line by haul road 10 Unit Serial Number: BA8684 Extended Notes 5 Southern Property Line at Location#3 Off-Road Truck Tran Vert Long z 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 1 Z Time 12:02:55 12:02:55 12:02:55 0 / Sensor Check Passed Passed Passed — Frequency 7.0 7.6 7.4 Hz w Overswing Ratio 4.0 3.8 3.7 c o.s ------------- Peak Vector Sum 0.0803 in/s on August 14,2013 at 12:02:55 > 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 Vert 0.0 Tran 0.0 11:68:55 12:11:56 Aug 14/13 Aug 14113 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 01996-2011 Xmark Corporation m m Mae mam m m r m � M 'ate no rr O E� d O Instantel 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 Bulldozer USBM R18507 And OSMRE Location#4-Clay Field by Dozer 10 ' Tr Vert Long No velocity above 0.04 in/s PPV 0.0150 50 0.0200 0.0150 inls ZC Freq >100 85 >100 Hz 5 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 z 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. 0.039494 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 IiV 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 lnstantel Event Report Date/Time Long at 12:34:31 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 Tim¢ 3.0 sec at 1024 sps File Name J684EXO!.XJQ 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 RI8507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long PPV 0.0350 0.0400 0.0350 in/s ZC Freq 34 30 34 Hz 5 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 Overswing Ratio 4.0 3.8 3.6 / Peak Vector Sum 0.0534 in/s at 2.664 sec 1 C / O 0.5 -------------- -- 0.2-71 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o I I Long 0.0 / Vert w i^ 0.0 . i Tran h.....n n- - - - - - I J 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= lo-- - Printed:August 15,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation M 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 / Z+ O 0.5 --------------- 0.2 0.1 X 0.05 X X XXX X X 0.0394Io 0 BBC X 0 X 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o t Long 0.0 Vert rJ r 0.0 1 �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 Sensor Check Trigger= 1- - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation instantel Event Report Datefrime Vert at 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.YCO 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 Overswing Ratio 4.0 3.8 3.6 / Peak Vector Sum 0.0250 in/s at 1.563 sec 1 c / O 0.5 ------- -- j o.z 0.1 0.05 , 0.0384 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long e -------- 0.0 v Vert � 0.0 Tran �� - - - -- - - - n 0.0 ti 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-- - 4 Printed:August 15,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation Instantel Event Report ' Daterrime 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 USBM R18507 And OSMRE Location#4-Clay Field by Dozer Bulldozer 10 Tran Vert Long PPV 0.0350 0.0350 0.0500 in/s 5 ZC Freq 20 16 17 Hz 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 _ 1 Z^ 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 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 Mark Corporation Instantel Event Report Date/Time Long at 12:35:31 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 J684EXOIZ70 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 0.0450 0.0600 0.0450 in/s ZC Freq 13 27 16 Hz 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 + X00 X 0.0384 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long w - - 0.0 1/ i Vert 0.0 i 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 Sensor Check Trigger= 10-- - Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation ' .* Instantel Event Report Datef'rime 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 R118507 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 Overawing Ratio 4.0 3.8 3.6 / Peak Vector Sum 0.0255 in/s at 0.004 sec 1 y .2 0.5 --------------- 0.2 0.1 0.05 0.039 1 2 5 10 20 50 100 ) Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 tVert -- 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 Sensor Check ' Trigger= 10 - Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation Instantel Event Report Daterrime Vert at 12:36:50 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 .l684EXOi.1 E0 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 43 27 >100 Hz 5 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 y 1 _ ZZ 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 v Vert 0.0 I Tran I ^ 0.0 v 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 Datefrime 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.1 TO 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 0.0250 0.0350 0.0250 in/s 5 ZC Freq 37 27 28 Hz Time(Rel.to 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 c w 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 ` r 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 Sensor Check Trigger No - 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 J684EXOJ.KOC Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT Client: Northern Construction Unit Location: Pr©p.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 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 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 w 1 X O 0.5 -------------- j 0.2- 0.1 r 0.05 x X 0.0394 1 2 5 10 20 50 100 y Frequency(Hz) Tran:+ Vert:x Long:o Long T --_. 0.0 1 ( i v � Vert 0.0 4- i Tran r 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 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation M Instantel Event Report 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 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 X Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0235 in/s at 0.007 sec 1 c / 0 0.5 --------------- m 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 1 Train 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 01995-2011 Xmark Corporation X on Instdntel 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 .1684EXOJ.OD0 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 0.0200 0.0350 0.0200 in/s ZC Freq >100 3.2 64 Hz 5 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 z 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 N 1 I Z'Z 0. -------------- 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 t Vert 0.0 Tran L I 0.0 l V 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 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation Instdntel Event Report Date/Time 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 inJs 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 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:o Long 0.0 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 110 - - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation � � � � � � � w■r �r � � � � � �r � � r � 0 0 ' * Instdntel 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 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 bV Stockpiles for Truck Off-Road Truck 10 Tran Vert Long PPV 0.0200 0.0550 0.0250 in/s ZC Freq 17 3.1 64 Hz 5 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 w 1 c / O 0.5 -------------- d 0.2 ' 0.1 0.05 x 0.0394 x 1 2 5 10 20 50 100 > Frequency(Hz) Tran: + Vert:x Long:o Long 0.0 Vert 1 ,.. 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= 111 - - t Printed:August 15,2013(V 10.30-10.30) Forrnat©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#5-Near Haul Road by Stockpiles for Truck Off-Road Truck 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 y 1 c / --------------- a w > 0.2 U.1 r 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 r i v I Tran f 0.0 r t U 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 01995-2011 Xmark Corporation Instantel 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 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 RI8507 And OSMRE Location#5-Near Haul Road by Stockpiles for Truck Off-Road Truck 10 ' Tran Vert Long ty No velocity above 0.04 in/s PPV 0.0200 0.0350 0.0200 in/s ZC Freq >100 3.2 64 Hz 5 Time(Rel.to Trig) 0.278 0.397 0.269 sec 1 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 1 / .2 0. ---------------- 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 ' Vert 0.0 ' Tran 0.0 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 Report Date/Time 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 .l684EXO!.020 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 to- Off-Road Truck Tran Vert Long No velocity above 0.04 in/s PPV 0.0150 0.0200 0.0150 in/s ZC Freq >100 32 85 Hz 5 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 z 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 w 1 c ZZ Z, 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 r_.._ r - - . . 0.0 I Vert _ 0.0 ' Tran 0.0 i 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= l- - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark corporation O F U O a r � � � i � � � � � � � � � � � � � � Instantel Event Report Date/Time Vert at 13:15:52 August 14,2013 Serial Number BA8684 V 10.60-8.17 BiastMate 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 T(me 3.0 sec at 1024 sps File Name J684EXOK.UGO 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 5 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 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 ( , 0.0 Vert I ._- __�- - - 0.0 I T ran - -- .�.._. _-_ _ 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 01995-2011 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 RI8507 And OSMRE Location#6-Near Property Line between Haul Road and Lot#2 10 Bulldozer Trap Vert Long No velocity above 0.04 in/s PPV 0.0200 0.0250 0.0200 in/s 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 p 0.5 -----`------- j 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= 10 - Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report , Date/Time 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 J684€XOK.VDO 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 Bulldozer 10 Tran Vert Long No velocity above 0.04 in/s , PPV 0.0200 0.0200 0.0150 inls 5 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 X > � 0.2 0.1 , 0.05 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o 1 l Long 0.0 ' � v Vert �� - 0.0 tl T - 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= Do- - 4 Printed:August 15,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation Instantel Event Report ' Date/Time Long at 13:16:40 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.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 tot#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 c 0 0. ' 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 I Vert 0.0 v ' 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 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 3.0sec 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 Tr Vert Long No velocity above 0.04 in/s PPV 0.0250 50 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 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 I i Vert r 0.0 l) Trar. I _ b _. �. ._ - - - - 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= 10-- - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation ' InStantel Event Report Datefrime 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 Bulldozer to- Tran ' Vert Long PPV 0.0250 0.0300 0.0300 in/s 5 No velocity above 0.04 in/s 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 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 Long 0.0 Vert 0.0 V t 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= ►-- - Printed:August 15,2013(V 10.30-10.30) Format©1996-2011 Xmark Corporation .W Instantel 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: 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 0.0150 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 X .r p 0.5 ------- 9 , 0.2 0.1 0.0 0.0394 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:e I Long 0.0 , T Vert � � ` 0.0 I TranAL n n 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= ►- Printed:August 15,2013(V 10.30-10.30) Format 01995-2011 Xmark Corporation ' ' 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,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 Bulldozer 90 ' Tran Vert Long PPV 0.0200 0.0150 0.0200 in/s 5 No velocity above 0.04 in/s ZC Freq >100 >100 >100 Hz Time(Rel.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 / 0 0.5 0.2 ' 0.1 0.0 0.039 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o Long 0.0 Vert 0.0 V 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= 10 - - ' Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation Instantel Event Report , 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 _1684EXOK_.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 5 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 z Frequency 7.1 7.5 7.2 Hz Overswing Ratio 3.9 3.7 3.7 / Peak Vector Sum 0.0229 in/s at 0.184 sec c / 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 I 0.0 i Vert 0.0 Tran I I1 � 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= 10, 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 Bulldozer 10 ' 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 in 1 c / 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 iI r!i v 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= 0, - Printed:August 15,2013(V 10.30-10.30) Format©1996.2011 Xmark Corporation Instdntel Event Report DatefTime 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 Instantei Record Time 3.0 sec at 1024 sps File Name J684EXGK.ZWO Notes Post Event Notes Project&Location: Redland Brick,South Windsor,CT ' Client: Northern Construction Unit Location: Prop.iine 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 5 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 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 0.564 see 1 c c 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 ' I 1 i // v ' Vert - - as Nam- -m 0.0 ' Tran I 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= Ili- Printed:August 15,2013(V 10.30-10.30) Fonnat©1995-2011 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 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOL.OBO ' 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 Bulldozer 10 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 H 1 y 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 i ' 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= 11 - ' Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 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(nstantel Record Time 3.0 sec at 1024 sps File Name J684EXOL.0O0 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 rods , 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 1 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 Peak Vector Sum 0.0292 in/s at 2.002 sec 2 1 1 p 0.5 ------ ' 0.2 0.1 1 0.05 0.0394 ' 1 2 5 10 20 50 100 Frequency(Hz) Tran:+ Vert:x Long:o 1 I Long N0.0 v 1 Vert - 0.0Tran 0.0 1 I / , 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= ►- - 14 Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xmark Corporation 1 ' N Instantei Event Report Daterrime Tran at 13:19:58 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 in/s Unit Calibration November 20,2012 by Instantel Record Time 3.0 sec at 1024 sps File Name J684EXOL.1A0 ' 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 5 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 in 1 c / 0 0. > 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 �` r� 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= D- - t Printed:August 15,2013(V 10.30-10.30) Format©1995-2011 Xma'k Corporation instantel Event Report ' Date/Time Vert at 13:20:51 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 T!me 3.0 sec at 1024 sps File Name J684EXOL.2R0 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 Bulldozer 10 Tran Vert Long 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 w 1 c -------------- c os o.z ' 0.1 o.o 0.0394 ' 1 2 5 10 20 50 100 > Frequency(Hz) Tran:+ Vert:x Long:o I Long l 0.0 , � v � Vert 0.0 Tran l 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 ' N Instant@I Event Report Date/Time 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 ints PPV 0.0150 0.0150 0.0200 in/s 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 1 S 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 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= 1- - ' Printed:August 15,2013(V 10.30-10.30) Format©1995.2011 Xmark Corporation 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 P�tsea�a{ a#eiy tii�nsinR t OW QnOmte rArter Wue am %wAY.Mctnn detwita 28 567 9157 SW 245 IM Page 1 of 2F52 567 4047'F�x of Certificate of Calibration +Certificate Ago=S�Ci�91i$:�t4�£1��3 t;tcd By; i C?L�?tL} F3fCi;'3C 1.5118 CLSAP. SPAIW3 RZAD i?iii JXA'SRM . 'pit: 21795 c3 N et.;: Q ga_fkl 3• LUate IRrzaivade 9/26/2013 5 Date lesueds t/26%2011 'Z:03 METIBi1 valid until ai26/2014 Caaditian2_ Widial condi ti sans t .-Qmecric Pre,ssurer 890 tharr to iia-r4a rbar saemsliasI riptAou, ftxi4t t* $t; rzatQd per Pz*e-ed%Lres5si!j&j c aco scandardtct r . N *r Device bast Callbrat,ton Tiates 0.33 0)krwt/ivn Mge ts,,x ty@ nt VncertALttyt irated EIy: f 8/26/2011 Rir-k MI? y G4t[S r as tr'dcf ]micimn report eartif me that ail calLbrac4on Oq px*ut uked In t2w teat In traceable tca 9I$?s mrA Riga only e vnit 1dezuftod under aquipment abav&. This saport Est not be reproduced "COV%. i-n it:a a;ttiraty ut Oze writtim apVrcraal of 3H Detection sa]utiwm ?3 Erty. 9 Kic,I)LAND BRICK INC. How to Use the Q�-300 Noise Dosimeter TRAINNINGfRETRAINVI W; PROGIIAM,—SIGNOFFSHEFr With iny srftnature Wowj ccrfih, dult I have received and understand information and imtrwtiOtt On how to Operate wW lake accuraw rendiTip With Lhc Q-3W N-oist: I—)Minicicr. By receiving this training, I am now collsidemi QLI.'.tt'MW PCr5onnel, I have been divan The opportunity to a,,31, questions and ali quest-kons have been satisfactorily anxwe'red. IffitTuctli-an given by- S�fety Manager and Q,,;TechnDfiDgies video on, I lo,sx, to Olicrate a Q-300 Do-sugiVej. At Nani-e-, Q--MO Dostmett-r should only be used lyy Qualified Pr"onlnel Noise Sampling Records1 y , hoc s .q'mV 1"pmer, M 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 68.4 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 1 360 Min 45.3 .� KF KF 2 Base No Equipment 10/18/13 360 Min 39.5 ^= ' KF KF KF KF Appl #.13-27P, Redland Brick Earth Removal Special Exception/Site Plan PH 10/22/13 1. Request for a renewalof a five year Special Exception permit to Section 7.16.for an earth removal permit to extract clay on Redland Brick property at 1440 John Fitch Blvd, Industrial and RR zones. 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. 2. 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. 3. The zoning regulations allow removal of earth materials, including clay, as a Special Exception, in conformance to certain criteria, including; • The plan shall provide for proper drainage of the area of the operation after completion; and no bank shall exceed a slope of l ,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 maymodify the foregoing requirements where such operations will not endanger'public health and safety or be detrimental to the neighboring properties. • Such permits shall be issued for a period not exceeding 5 years beyond the date of Commission approval. • Extension of time or modification of the scope of work originally approved may be granted by the Commission: • The applicant shall post a bond with the Town Treasurer in an amount approved by the Commission after consultation with the Town Engineer as sufficient to guarantee conformity with the provisions of the permit issued hereunder. i . The a licant pp provided a reclamation plan. Staff recommends a restoration nd in the amou of 0000 shall be submitted tdt "s ission. Prior to the, art of the restorat on, a r At shall be submitted,to.t e_Envirirnental Planner and own Engineer o determ e the appropriate seed; xx that is cd�nparable to the h rology on the si 5. The to n engineer, Jeff will address the reclamat%o lan a a pr_aposed bonding amount. 6. 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 I Susan A.Hays (t)860.548.2640 (f)860.548,2680 shays@uks.com i i MERITAS LAW FIRMS WORLDWIDE December 10,2013 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: Although we disagree with the Town Attorney's opinions regarding our application,we believe that the better course is to withdraw our application for a renewal of the special exception and to submit a new application. Therefore,please be advised that Redland Brick, Inc, does hereby withdraw its application for a renewal of its excavation permit. We intend to submit our new application as soon as feasibly possible and we would hope that our new application will be heard in a timely manner. Please feel free to contact me if you have any questions. Sincerely, j6W"L-- SUSAN A.HAYS SAH:wp CC: Barry Miller Ed Cunningham I 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 Page lnf7 K.ipe, Michele From: KarLOlson N@Unurtha|ow.00n] Sent: Thursday, December 12. 2O1311:37AM To: Lipe. Michele ' Subject: RE: Goan-b-Me from 1O.1O.22.1D82O13'12-1O1447O8 1ch+nat believe the-m/bhdravve|nlust|be"acce for note receiving |t at the January moeetingand vvou|dput iton the agenda under old business asvvithdravvnas' f the date of receipt so the public is aware, but I do not believe there is any reason not to give it effect as of the date itwas filed with you. In addition, if this was for a special exception,there is no automatic approval as is the case with site plans. Ka ^ U . Olson Partner km|soD@FDurfha|aw.com Murtha Cullina LLP 1 Attorneys otLaw /vvwow.nnurthalavvoom u/g/p/aoo | 185 AsylumStreet I Hartford / CT| O81O3-34OS Oinect: 86O-34O-8O85 MURTHA Fox: 888-24O-5885 IRS CIRCULAR 23ODISCLAIMER: Any tax advice contained in this e-mail io not intended hobe used, and cannot be used by any taxpayer, for the purpose of avoiding Federal tax penalties that may be imposed on the taxpayer. Further, to the extent any tax advice contained in this e-mail may have been written to support the promotion or marketing of the transactions or matters discussed in this e-mail, every taxpayer should seek advice based on such baxpoyer'o particular circumstances from on independent tax advisor. oomr|oswT|AUTY woT|os: This maxvano originates from the law firm of Murtha cumne up. The mmnnaoon contained in this e-mail and any files transmitted with it may be a confidential attomey-client communication or may otherwise be privileged and confidential. If the regardless of the address or routing,is not an intended recipient,you are hereby notified that you have received this transmittal in error and any review,use,distribution,dissemination or copying is strictly prohibited. If you have received this message in error,please delete this e-mail and all files transmitted with it from yourAystem and immediately notify,Murtha Cullina by sendingply e-mail to the sender of this message. Thank y u., �������� From: Upe, Miche|a [maiko:Miche|a.Upe@southw|ndoor.org] Sent: Thursday, December 12, 2O139:S7Ay4 To: KariL. Olson Subject: FVV: Scan-to-Me from 10.10.33.106 2013'12-10 144709 HiKori. One follow uquestion regarding the Redland B-rick issue—since we did not hold our PZC meeting Tuesday night (Dec 10)and we will not meet again until Jan 7, what impact, if any, does the fact that we did not publically receive the withdrawal at meeting and the PZC'oUmafrmnne to make a decision on this application ends Dec 38m? ' (��nvve �uot�coeptthavv�hdnavv�| ordo | n�adtheP�� toma/| oepeoia| nne��ngjus to accept itbefore Oeo2Gm7 Always something.....|just don't want them to be able bz claim that xvedid not act in within the legal limits and therefore is approved. | guess the other option would be to get an extension from the applicant until on Jan 7m meeting eovve can accept the withdrawal. l2/l2/2Ul3