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r - 01 I RECEIVED JUN 2 5 2004 [3ULDING DEPT. I oj 3' Providers of Business and Environmental Solutions of Massachusetts Inc. "The Construction Tasting People" FIELD REPORT PROJECT: Brooks School PROJECT NO: 888 Athletic Center LOCATION: North Andover. MA WEATHER: Overcast; 7; DATE: June 22, 2004 CONTRACTOR: Erland Construction PURPOSE: A site visit was made to the referenced project to review the foundation subgrade conditions. Footing construction was to commence adjacent to the existing ice rink near Line R-1. Due to environmental concerns and excess water in the area, limited foundation excavation was completed this date. It is our understanding the petroleum contaminated soils are located in the general area of excavation. An environmental consultant from ECS was on-site to screen the soils for seL-regation in this respect. The contaminated soils are suspected to be concentrated around the roof drain and inundation drain in this area. The presence of groundwater and/or perched water in the stone needs to be addressed for the new construction. In summary, the subgrade will need to be adequately dewatered to protect the competency of the fine-grained and sensitive glacial subgrade. The protection of the glacial subgrade is also very critical where it supports the existing footing to be exposed. At this time. the groundwater can not be dewatered without environmental consideration. Excavation in the area, as such, will likely result in a wet subgrade with no means of proper dewatering=. The contractor is therefore to excavate to about one foot above the design BOF grade. The Final excavation to expose the bearing subgrade will be made once some means of dewatering can be established for the area. Should you have any questions or require additional assistance, please do not hesitate to contact our office. UTS of N-lassachusetts, Inc. Kevin M. Martin, P.E. Geotechnical Engineer kmm28/uts04/060804.rpt ON/C11,., o 7nr (73A /_30 :Ld3Q L 5 Richardson Lana, Stoneham, Massachusetts 02180 - (781) 438-7755 pax (781) 438-6216 Wabsita:http://www.utsofmass-com - Email address: genaralofflca@utsofmass-eom _y Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number Brooks School Athletic Facility Project # 03-036 Erland Construction, Inc. 1160 Great Pond Road Tel: 978-725-6319 Fax: 978-725-6320 North Andover, MA D. 00- 0038 Transmitted To. , , Transco{tt@d'":13 ._. _._.. Bob Necetta Gail Daly North Andover;Town of Erland Construction, Inc. 566 Main Street 83 Second Ave North Andover, MA 01845 Burlington, MA 01803 Tel: Tel: 781-272-9440 Fax: Fax: 781-272-0601 Acknowledgement Required Package Transmitted' For _.. _ g rn 6e iv�rec�7la � : Trail ing Naber Information, Review Mail Item # I Qty Item Reference ; Description -*--*'-N -61-ds Sattus Cc. Company Name CoritaCt Natrle .. Copies Noses' Ernest Guigli and Sons, Inc. Michael Casasanta 1 Erland Construction, Inc. Mark Robinson 1 Remarks w.. -- Enclosed please find a copy of the testing report for the Brooks School. If you have any questions please feel free to call me. eld30 JNla-iln8 tooz L o inr C13AI303 l Signature Signed Date Prolog Manager Printed on: 7/2/2004 Erland Construction Page 1 I Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Soil Testing Results - Transmittal Report Erland Construction Co. Attn: Daniel J. Flanagan 83 Second Avenue Burlington, MA 01803 Report Date Report No. Job Number Project Contractor d 06/08/2004 2 8885 Brooks School Athletic Fac.-N.Andover,MA Erland Construction Sample Submitted By Sample No. 49 Q Our Representative: Steve Crabtree Date Submitted: 06/03/04 ❑ Other: Source of Sample 0 On -Site Existing @ location: Basketball Court #2, elevation 187 ❑ Off -Site Borrow from: Proposed Use: Review suitability on the project Material Submitted As: 0 Structural/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect) ❑ Gravel Borrow: MHD M1.03.0 Type: ❑ Processed Gravel For Base Course: MHD M1. 03 .1 ❑ Sand Borrow: MHD M1.04.0 Type: ❑ Reclaimed Pavement Borrow for Base Course: MHD M1 . 11 . 0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 0 Common Borrow: ❑ Drainage Fill: ❑ Other: Requested Testing ❑ Atterberg Limits Q Gradation Analysis ❑ Hydrometer ❑X Modified Proctor ❑ Permeability Q Wash Sieve Analysis ❑ Other: Material Classification: silty sand Project Specification Conformance Results 0 Does conform: Section 02220-7 2.1(H) Common Fill 0 Does NOT conform: Section 02220-5 2.1(D) Structural Fill ❑ Marginally does not* conform... Basis: * We suggest the suitability of this soil sample be reviewed for approval by the Architect and the Engineers -of -Record. ❑ No Specifications provided to our office. ❑ Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without specifications. GENERAL REMARKS: REVIEWED BY: Geotechnical Department eA—� Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Soil Testing Results - Transmittal Report Erland Construction Co. Attn: Daniel J. Flanagan 83 Second Avenue Burlington, MA 01803 .u, � E- EE �x� >� Yk.r!1 -. F= Fox 3 1xk; R I N Page 2004 ERLAND GONSI"itUCTION, (NG. Report Date 06/08/2004 Report No. 2 Job Number 8885 Project Brooks School Athletic Fac.-N.Andover,MA Contractor Erland Construction cc: Cannon/Boston, Inc. Attn: Colleen McKenna Regan Associates, LLC Attn: Sean M. Regan Brooks School Attn: John Trovage RECH'If Er UTS of Massachusetts, Inc. Page 3 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) AN 1 6' 2004 Erland Construction Co. Report Date 06/08/2004 Attn: Daniel J. Flanagan Report No. 2 ERLAN"D COIlCTRUCTION, INC. 83 Second Avenue Job Number 8885 Burlington, MA 01803 Project Brooks School Athletic Fac.-N.Andove Attachment GRAIN SIZE DISTRIBUTION TEST REPORT - c << C C C 100 ;L 90 80 70 Li z 60 LL z 50 LL U w 40 30 20 10 0 200 100 10.0 1.0 0.1 0.01 0.001 GRAIN SIZE - mm +3'' % GRAVEL % SAND 7 SILT % CLAY USCS LL PI 0 0.0 10.1 50.7 39-2 SM - 1 SIEVE PERCENT FINER SIEVE PERCENT FINER Location: inches size number size •BASKETBALL CT. ELEV.187 0 0 1.5 100.0 4 89.9 1 98.6 10 86.1 0.75 97.5 20 78.5 Description: 0.375 94.4 40 70.1 • F -M SAND, AND SILT 50 64.5 TRACE GRAVEL 100 52.5 200 39.3 OF M SSAC USE S, INC. GRAIN SIZE 060 0229 U D30 D10 R IEWE Remarks: #200 WASH SIEVE COEFFICIENTS I!CC- UTS OF MASSACHUSETTS, INC. Project No.: 8885 Project: BROOKS SCHOOL ATHLETIC FAC. N.ANDOVER.MA 5 Richardson Lone Stoneham, MA 02180 Dote: 6/08/2004 Somple No. 49 MOISTURE -DENSITY RELATIONSHIP TEST 140 /TTt-1 135 0 120 115 " 1' 1 1 1 1 1 1 1 1 f 2.5 5 7.5 70 12.5 Water content, % Test specification: ASTM D 1557-91 Procedure A, Modified Oversize correction applied to each point Elev/ CIass ificotion 15 17.5 'AV for ;P. G. '..75 Depth USCS n . NotMoist. Sp.G. LL LITS of Massachusetts, Inc. % % Pa e 4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Erland Construction Co. Report Date 06/08/2004 t.[i %i'�i17 i;0M3I J(;ilOilk; 1N(. Attn: Daniel J. Flanagan Report No. 2 83 Second Avenue Job Number 8885 Burlington, MA 01803 Project Brooks School Athletic Fac.-N.Andove Attachment MOISTURE -DENSITY RELATIONSHIP TEST 140 /TTt-1 135 0 120 115 " 1' 1 1 1 1 1 1 1 1 f 2.5 5 7.5 70 12.5 Water content, % Test specification: ASTM D 1557-91 Procedure A, Modified Oversize correction applied to each point Elev/ CIass ificotion 15 17.5 'AV for ;P. G. '..75 Depth USCS AASHTO . NotMoist. Sp.G. LL PI % % No.4 No.200 SM 10.1 % 39.3 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 130.4 pcf 127.3 pcf F -M SAND, AND SILT Optimum moisture = 8.7 % 9.7 % TRACE GRAVEL .: 8885 Remarks: FPr-ije-t: ROOKS SCHOOL ATHLETIC FAC. N.ANDOVER BASKETBALL CT. ELEV.187 Dote: 6-08-2004 MOISTURE -DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS, INC. sample No. 49 Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Soil Testing Results - Transmittal Report Report Date Report No. Erland Construction Co. Job Number Attn: Daniel J. Flanagan Project 83 Second Avenue Burlington, MA 01803 Contractor E- zp R[V pry Page 1 JUNI 1 6 2.004 ERI AND CONSTRUCTION, INN, 06/08/2004 3 8885 Brooks School Athletic Fac.-N.Andover,MA Erland Construction Sample Submitted By Sample No. 50 �© Our Representative: Steve Crabtree Date Submitted: 06/03/04 El Other: Source of Sample Q On -Site Existing @ location: Basketball Court #3, elevation 194 ❑ Off -Site Borrow from: Proposed Use: Review suitability on the project Material Submitted As: 0 Structural/Granular Fill: ❑ Ordinary Borrow: MHD M1.01.0 (Shall be approved by the Architect) ❑ Gravel Borrow: MHD M1.03.0 Type: ❑ Processed Gravel For Base Course: MHD M1.03 . 1 ❑ Sand Borrow: MHD M1.04.0 Type: ❑ Reclaimed Pavement Borrow for Base Course: MHD M1.11.0 ❑ Crushed Stone: MHD M2.01.0 ❑ Dense Graded Crushed Stone for Base Course: MHD M2.01.7 0 Common Borrow: ❑ Drainage Fill: ❑ Other: Requested Testing ❑ Atterberg Limits Q Gradation Analysis ❑ Hydrometer Modified Proctor ❑ Permeability Q Wash Sieve Analysis ❑ Other: Material Classification: Silty Sand Project Specification Conformance Results 0 Does conform: Section 02220-7 2. 1 (H) Common Fill © Does NOT conform: Section 02220-5 2.1(D) Structural Fill ❑ Marginally does not* conform... Basis: * We suggest the suitability of this soil sample be reviewed for approval by the Architect and the Engineers -of -Record. ❑ No Specifications provided to our office. ❑ Specifications provided to our office but sample not submitted to a specific use. ❑ Sample submitted without indication of intended use and without specifications. GENERAL REMARKS: REVIEWED BY: Geotechnical Department ex�� Of Massachusetts -The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) Soil Testing_ Results - Transmittal Report Report Date 06/08/2004 Report No. 3 Job Number 8 8 8 5 frj Page 2 JUN 1 6 (2004 f Erland Construction Co. Attn: Daniel J. Flanagan Project Brooks school Athletic Fac.-N.Andover,MA 83 Second Avenue Burlington, MA 01803 Contractor Erland Construction Cc: Cannon/Boston, Inc. Regan Associates, LLC Brooks School Attn: Colleen McKenna Attn: Sean M. Regan Attn: John Trovage UTS of Massachusetts, Inc. PERCENT L.g .a4 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781438-6216 (Fax) Erland Construction Co. Report Date 06/08/2004 �{ JUIN 700 Attn: Daniel J. Flanagan 83 Second Avenue Report No. Job Number 3 8885 ERL.FAD CONS'fRUG! li)N, INN. Burlington, MA 01803 Project Brooks School Athletic Fac.-N.Andove Attachment GRAIN SIZE DISTRIBUTION TEST REPORT 1 OO C C C \ \\ N a 0 O ry n ry f 10 90 80 70 tY w z 60 LL z 50 w v w 40 a 30 20 10 0 200 100 10.0 1.0 0.1 0.01 0.001 GRAIN SIZE - mm % +3" % GRAVEL % SAND % SILT % CLAY OSCS LL PI • 0.0 9.7 47.5 42.8 SM Location: •BASKETBALL CT. ELEV.194 Description: • F -M SAND, AND SILT TRACE GRAVEL Remarks: #200 WASH SIEVE UTS OF MASSACHUSETTS, INC. Project No.: 8885 Project: BROOKS SCHOOL ATHLETIC FAC. N.ANDOVER,MA S Richardson Lane Stoneham, MA 02180 Dote: 6/08/2004 Sample No. 50 SIEVE PERCENT _FINER SIEVE PERCENT FINER UTS of Massachusetts, Inc. R '� ME F Fuge 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781438-6216 (Fax) Erland Construction Co. Report Date 06/08/2004 Attn: Daniel J. Flanagan Report No. 3ERLAC1l GOS.I•`��,}e'��;�,e 83 Second Avenue Job Number 8885 Burlington, MA 01803 Project Brooks School Athletic Fac.-N.Andove Attachment MOISTURE -DENSITY RELATIONSHIP TEST 135 130 u a- 1 2 5 T N c a 120 r 0 ZAV for 115 Sp. C. 2.75 110 2.5 5 7.5 10 12.5 15 17.5 Water content. % Test specification: ASTM D 1557-91 Procedure A, Modified Oversize correction applied to each point Elev/ Classification Not. % > % < S G. P LL PI USCS AASHTO Depth Moist. No.4 No.200 SM 9.7 % 42.8 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 128.9 pcf 125.8 pcf F -M SAND, AND SILT Optimum moisture = 8.3 % 9.1 % TRACE GRAVEL Project No.: 8885 Remarks: Project: BROOKS SCHOOL ATHLETIC FAC. N.ANDOVER Location: BASKETBALL CT. ELEV.194 Dote: 6-08-2004 MOISTURE -DENSITY RELATIONSHIP TEST UTS OF MASSACHUSETTS, INC. Sample No. 50 Of Massachusetts Inc. G1rM Comt"Wn Testing JUN 1 5 FIELD REPORT ERLANU CONS" RING 10N. INC. PROJECT: Brooks School PROJECT NO: 8885 Athletic Center LOCATION: North Andover. MA WEATHER: Sunny, 85° DATE: June 8, 2004 CONTRACTOR: Erland Construction PURPOSE: A site visit was made to the referenced project to review the foundation subgrade conditions. The project includes a new athletic center building expansion to the existing ice rink. Based on cursory understanding of the project conditions. some deep cuts will be required to achieve grade along the western project limits with some shallow fill about 4-5 ft in depth near the existing ice rink. Site work has been progressing for a few weeks. In general, the subgrade soils consist of a brown. tine to medium sand with some silt and little to some gravel characteristic of glacial till. The groundwater table has been encroached in the cut portions of the site with evidence of seeps and puddled water. The groundwater and wet conditions have resulted in some localized subgrade softening. The contractor has placed a lift (approximately 12-18 inches) of the on-site soil as fill adjacent to the hockey rink (refer to attached Field Sketch). The fill was undoubtedly too wet to achieve specified compaction with severe evidence of rutting. cracking, boils and overall general instability. The excess moisture in the site soil is likely associated with the extremely wet spring season. a shallow groundwater and seeps along the hillside. The fill reviewed this date is not considered suitable to remain in the building area. It was requested that two test pits be reviewed to assess the depth to adequate bearing for support of the new foundation. The test pits were selected adjacent to the ice rink where not cuts or fills have been completed (refer to Field Sketch). In general, there is about 3 ft of fill in this area underlain by dense glacial soils. The fill is presumably associated with foundation backfill and the presence of a drain line. A shallow groundwater table about 3-5 ft below grade should be expected in this area. The glacial subgrade will need to be protected from excess moisture in this regard to maintain stable conditions for structural bearing support. UTS of Massachusetts, Inc. Kevin M. Martin, P.E. Geotechnical Engineer kniin"3%i tsO4,`060804.rpt (7rv�1ae9 /C� .FniV E JUN 1. a Z004 _ ERLANQ CONSTRUCTION, i <31 0 U J ~ W W LL Cf) I= y � v 0 U J ~ W W LL Cf) I= • ,ti { a f.. z To: Robert Nicetta Date: July 2, 2004 Town of North Andover 27 Charles Street Project No: 20363 North Andover, MA 01845 Project Name: Brooks School Houses FAX No: 978-688-9542 TEL No: 978-688-9531 Ian No. of copies Latest Date Architect's Field Report, Brooks School Observatory Hill Houses A and B 1/ea. 24Jun04 Notes Copies to: John Trovage Brooks School 1160 Great Pond Road North Andover, MA 01845 Brett Murphy Murphy Construction Co.Inc. P. 0. Box 1510 Newburyport, MA 01950 RECEI V ED JUL 0 i 2004 BUILDING D EPr Sent via: O Mail O Fax, No. pages (total): For your: O Review O Distribution O Express O O Record O Information O Messenger O Approval O ®August IW3 Olsen Iem6 Dioli b Doldor Archihrts and Plnuners LvoryonMd +vruxv.aldnrch.rom If enclosures are not as noted, please inform us immediately. Confirmation requested: O Yes O No Extra Copies Given to: By: Peter Miner r N Architect's Field Report FIELD REPORT N°: 20363A-002 ARCHITECT: Olson Lewis Dioli Doktor Architects & Planners, Inc. DATE OF OBSERV: June 30, 2004: 3 PM PROJECT: HOUSE A ON OBSERVATORY HILL BROOKS SCHOOL 1160 GREAT POND ROAD NORTH ANDOVER, MA 01845 PERMIT NO: ARCH'S PROD. NO: OWNER: PRESENT: WEATHER: EST. % COMPLETION: WORK IN PROGRESS: #715 20363 BROOKS SCHOOL 1160 GREAT POND ROAD NORTH ANDovER, MA 0184 Peter Miner, Olson Lewis Dioli & Doktor Architects Overcast 75-80°F Clear Foundations: 80% Demolition: 0% Rough Carpentry: 0% Doors/Frames/Hdwe: 0% Windows: 0% Gypsum Wallboard: 0% Mill and Casework: 0% Roofing: 0% Masonry: 0% • Form work striped from foundation. Structural Steel: 0% Finishes: 0% Painting: 0% HVAC: 0% Plumbing: 0% Electrical: 0% Fire Protection 0% Specialties: 0% Finish Carpentry: 0% In general, the work appears to be satisfactory and in accordance with the documents approved for the building permit except where noted above. The materials and workmanship appear to be consistent with standard construction practices and meet the requirements of the Massachusetts State Building Code. REPORT BY: Peter Miner, Architect Olson Lewis Dioli & Doktor Architects & Planners, Inc. 17 Elm Street, Manchester -by -the -Sea, MA 01944 978-526-4386 20363 Brooks School page 1 of 1 A Architect's Field Report FIELD REPORT N°: 20363B-002 ARCHITECT: Olson Lewis Dioli Doktor Architects & Planners, Inc. DATE OF OBSERV: June 30, 2004: 3 PM PROJECT: HOUSE B ON OBSERVATORY HILL BROOKS SCHOOL 1160 GREAT POND ROAD NORTH ANDovER, MA 01845 PERMIT NO: ARCH'S PROD. NO: OWNER: PRESENT: WEATHER: EST. % COMPLETION: WORK IN PROGRESS: #716 20363 BROOKS SCHOOL 1160 GREAT POND ROAD NORTH ANDovER, MA 0184 Peter Miner, Olson Lewis Dioli & Doktor Architects Overcast 75-80°F Clear Foundations: 80% Demolition: 0% Rough Carpentry: 0% Doors/Frames/Hdwe: 0% Windows: 0% Gypsum Wallboard: 0% Mill and Casework: 0% Roofing: 0% Masonry: 0% • Form work striped from foundation Structural Steel: 0% Finishes: 0% Painting: 0% HVAC: 0% Plumbing: 0% Electrical: 0% Fire Protection 0% Specialties: 0% Finish Carpentry: 0% In general, the work appears to be satisfactory and in accordance with the documents approved for the building permit except where noted above. The materials and workmanship appear to be consistent with standard construction practices and meet the requirements of the Massachusetts State Building Code. REPORT BY: Peter Miner, Architect Olson Lewis Dioli & Doktor Architects & Planners, Inc. 17 Elm Street, Manchester -by -the -Sea, MA 01944 978-526-4386 20363 Brooks School page 1 of 1 z�rr•>.r... :�rcjtilciE-=<�' � �annc'r: Incc��l�._�r(r1<<:� To: Robert Nicetta Town of North Andover 27 Charles Street North Andover, MA 01845 FAX No: 978-688-9542 Transmittal Date: June 24, 2004 Project No: 2 0 3 6 3 Project Name: Brooks School Houses TEL No: 978-688-9531 Item No. of copies Latest Date Architect's Field Report, Brooks School Observatory Hill Houses A and B 1/ea. 24JunO4 Notes Copies to: John Trovage Brooks School 1160 Great Pond Road North Andover, MA 01845 Brett Murphy Murphy Construction Co.Inc. P. 0. Box 1510 Newburyport, MA 01950 Sent via: O Mail O Fax, No. pages (total): For your: O Review O Distribution O Express O O Record O Information O Messenger O Approval O 0 A.VO 2= 01m, USW. MWi b O.kt An*UM M P4nnrr.Inrery.nld u.mm.el4rtb�ein If enclosures are not as noted, please inform us immediately. Confirmation requested: O Yes O No Extra Copies Given to: By: Peter Miner Architect's Field Report FIELD REPORT N°: 20363B-001 ARCHITECT: Qjson=e� Dioli Doktor Architects & Planners, Inc. DATE OF OBSERV: June 24, 2004:8 AM PROJECT: HOUSE B ON BSERVATORY HILL BROOKS SC OL 160 AT POND ROAD NORTH ANDovER, MA 01845 PERMIT NO: #716 ARCH'S PROD. No: 20363 OWNER: BROOKS SCHOOL 1160 GREAT POND ROAD NORTH ANDOVER, MA 0184 PRESENT: Peter Miner, Olson Lewis Dioli & Doktor Architects WEATHER: Overcast 65-70°F Clear EST. % Foundations: 10% Structural Steel: 0% COMPLETION: Demolition: 0% Finishes: 0% Rough Carpentry: 0% Painting: 0% Doors/Frames/Hdwe:0% HVAC: 0% Windows: 0% Plumbing: 0% Gypsum Wallboard: 0% Electrical: 0% Mill and Casework: 0% Fire Protection 0% Roofing: 0% Specialties: 0% Masonry: 0% Finish Carpentry: 0% WORK IN PROGRESS: • Excavation for foundation is complete. • Footings are being formed. In general, the work appears to be satisfactory and in accordance with the documents approved for the building permit except where noted above. The materials and workmanship appear to be consistent with standard construction practices and meet the requirements of the Massachusetts State Building Code. REPORT BY: Peter Miner, Architect Olson Lewis Dioli & Doktor Architects & Planners, Inc. 17 Elm Street, Manchester -by -the -Sea, MA 01944 978-526-4386 20363 Brooks School page 1 of 1 Architect's Field Report FIELD REPORT N°: ARCHITECT: DATE OF OBSERV PROJECT: PERMIT NO: ARCH'S PROJ. NO: OWNER: PRESENT: WEATHER: EST. % COMPLETION: Dioli Doktor Architects & Planners, Inc. June 24, 200: 8 AM HOUSE A O'I OBSERVATORY HILL BROOKS HOOL 16�KEAT POND ROAD NORTH ANDOVER, MA 01845 #715 20363 BROOKS SCHOOL 1160 GREAT POND ROAD NORTH ANDOVER, MA 0184 Peter Miner, Olson Lewis Dioli & Doktor Architects Overcast 65-70°F Clear Foundations: 50% Demolition: 0% Rough Carpentry: 0% Doors/Frames/Hdwe: 0% Windows: 0% Gypsum Wallboard: 0% Mill and Casework: 0% Roofing: 0% Masonry: 0% Structural Steel: 0% Finishes: 0% Painting: 0% HVAC: 0% Plumbing: 0% Electrical: 0% Fire Protection 0% Specialties: 0% Finish Carpentry: 0% WORK IN PROGRESS: • Excavation for foundation is complete. • Footings have been formed and poured. • Foundation walls are 90% formed and re -bar is in place ready to pour concrete. In general, the work appears to be satisfactory and in accordance with the documents approved for the building permit except where noted above. The materials and workmanship appear to be consistent with standard construction practices and meet the requirements of the Massachusetts State Building Code. REPORT BY: Peter Miner, Architect Olson Lewis Dioli & Doktor Architects & Planners, Inc. 17 Elm Street, Manchester -by -the -Sea, MA 01944 978-526-4386 20363 Brooks School page 1 of 1 Regan Associates, LLC P.O. BOX 1884 HERNDON, VA 20172 TEL: 703-689-2208 FAX: 703-689-3802 Date: 25 June 2004 To: Mr. Robert Nicetta From: Sean Regan RE: Brooks School Athletic Center reports CC: Jim Pugh I understand through Mark Robinson and others that you have requested copies of all reports for the Athletic Center project. I am not sure if you would like to see these reports required by the Conservation Commission's Order of Conditions, but I am sending them now as a courtesy. I will contact Norse Environmental and have them send you a copy of future reports when they send them to the Conservation Commission, John Trovage and myself. If you do not want to receive future reports please let me know and I will have them stop. May 13, 2004 No Andover Conservation 27 Charles St No. Andover, MA 01845 Re: DEP File #242 - Brooks School Commissioners: NORSE ENVIRONMENTAL SERVICES, INC. 130 Middlesex Road, Suite 15 Tyngsboro, MA 01879 TEL. (978) 649-9932 • FAX (978) 649-7582 P.5 Pursuant to the above Order of Conditions, we are submitting this report on the work for the above site. The inspection was done on May 7, 2004. All erosion controls have been installed. No work has started on the site. The site appears to be in compliance with the Order of Conditions. Please contact me if you have any questions. Sincerely, Steven Eriksen Cc: John Trouvage Sean Regan DATE: C SITE: BROOKS SCHOOL/ NO ANDOVER DEP FILE # 242-1215 TOWN FILE # EROSION CONTROLS: HAY BALES CONDITION: SILT FENCE CONDITION: MULCHED AREAS: GRASSED AREAS.- SLOPES: REAS:SLOPES: INSPECTION REPORTS IN COMPLIANCE WITH ORDER OF CONDITIONS: cat S COMMENTS: �r� 11i o n V fi OUR FILE # 4371 SITE INSPECTED BY: NORSE ENVIRONMENTAL SERVICES INC.- STEVEN ERIKSEN NO ANDOVER CONSERVATION 27 CHARLES ST NO ANDOVER, MA 01845 SEAN REGAN REGAN ASSOC P O BOX 1884 HERNDON, VA 20172 JOHN TROUVAGE FACILITIES MANAGER 1160 GREAT RD NO ANDOVER, MA 01845 0 WA i tXfor, 1 + r� IF x �rs�l w/ Fae4'�. XiFI t a• 1 . _ a VrS kl ■ WA i tXfor, 1 + r� IF x �rs�l w/ Fae4'�. XiFI May 24, 2004 No Andover Conservation 27 Charles St No. Andover, MA 01845 Re: DEP File #242 - Brooks School Commissioners: NORSE ENVIRONMENTAL SERVICES, INC. 130 Middlesex Road, Suite 15 Tyngsboro, MA 01879 TEL. (08) 649-9932 - FAX (978) 649-7582 Pursuant to the above Order of Conditions, we are submitting this report on the work for the above site. The inspection was done on May 21, 2004. All erosion controls are in good condition. A stone exit trap to clean the truck wheels is suggested. The site appears to be in compliance with the Order of Conditions. Please contact me if you have any questions. Sincerely, Steven Eriksen Cc: John Trouvage Sean Regan m Fm� RIPE M.: m K 5 Boom z�4 vy . . . . . . . . . . . . . -04 Q v lot 507 A. z�4 vy . . . . . . . . . . . . . -04 Q v lot A. If . June 02, 2004 No Andover Conservation 27 Charles St No. Andover, MA 01845 Re: DEP File #242 - Brooks School Dear Commissioners: NORSE ENVIRONMENTAL SERVICES, INC. 130 Middlesex Road, Suite 15 Tyngsboro, MA 01879 TEL. (978) 649-9932 • FAX (978) 649-7582 Pursuant to the above Order of Conditions, we are submitting this report on the work for the above site. The inspection was done on May 27, 2004. All erosion controls are in good condition. The site appears to be in compliance with the Order of Conditions. Please contact me if you have any questions. Sincerely, Steven Eriksen Cc: John Trouvage Sean Regan 0 0 v 0 0 ML W June 14 2004 NORSE ENVIRONMENTAL SERVICES, INC. 130 Middlesex Road, Suite 15 Tyngsboro, MA 01879 TEL. (978) 649-9932 - FAX (978) 649-7582 No Andover Conservation 27 Charles St No. Andover, MA 01845 Re: DEP File #242 - Brooks School Commissioners: Pursuant to the above Order of Conditions, we are submitting this report on the work for the above site. The inspection was done on June 4, 2004. All erosion controls are in good condition. The site appears to be in compliance with the Order of Conditions. Please contact me if you have any questions. Sincerely, Steven Eriksen Cc: John Trouvage Sean Regan Message Nicetta, Robert From: Filice, Roberto [rfilice@CANNONDES[GN.COM] Sent: Wednesday, June 23,2004 10:58 AM To: micetta@townofnorthandover.com Subject: Architects Field Observation Reports Building Commissioner, D. Robert Nicetta Page 1 of 1 Attached are the building reports 1,2 and 3. 1 will be forwarding these reports weekly via email if you prefer we can mail a hard copy of them out to you. Let me know if there are any questions. Roberto Filice Construction Administrator Cannon Design One Center Plaza Boston MA. 02108 Tel: 617.742.5440 x321 Fax: 617.723.8832 rfilice -cannondesign.com 6/24/04 CANNONDESIGN Field Visit Report One Center Plaza Phone: 617-742-5440 No. A0003 Boston, MA 02108 Fax: 617-723-6832 PROJECT: Brooks Athletic Facility JOB: 01832.09 DATE: 6/16/2004 DAY: Wednesday TEMPERATURE: 70-80 PRECIPITATION: None SKY: Clear WIND: 00-10 ACTIVITY. OBSERVATION - ---------------------------- A003.01 - Sitework ongoing various CB drains installed. A003.02 - Detention pond at East elevation completed at existing Hockey. A003.03 - Excavation of North Detention Pond ongoing. Reviewed conflict with existing tree and detention pond at north elevation. A003.04 - No activity at bulding footprint. Cuts on or around 50% complete. A003.05 - Observed rebar stored on site various lengths and bends being stored on site. ACTION ITEMS - None VISITORS . Time Company Visitor Name Remarks Erland Construction Mark Robinson Cannon Design Roberto Filice Signed: By: NF4Ta F•� tie Date: ia•I%'04 ExNditinn 0 CANNONDESIGN Field Visit Report One Center Plaza Phone: 617-742-5440 No. A0002 Boston, MA 02108 Fax: 617-723-8832 A002.01 - Reviewed Existing wall conditions with Sean Regan, Dan Flanagan, Mark Robinson, Colleen McKenna and Roberto Filice. Discussed action with respect to wall integrity and function. A002.02 - Reviewed test pit excavation. Material was taken to lab by UTS testing agency and will be analyzed. A002.03 - Excavation underway approximately 25% complete. ACTION ITEMS - None Vi$ITORS a ..a . Time Company Visitor Name Remarks Cannon Design Colleen McKenna Cannon Design Roberto Filice Erland Construction Dan Flanagan Erland Construction Mark Robinson Rist-Frost-Shumway John L. Scott, PE Regan Associates LLC Sean Regan Signed: By: Date: �' ► u r Expodiiion GANNONDESIGN Field Visit Report One Center Plaza Phone: 617-742-5440 No. A0001 Boston, MA 02108 Fax: 617-723-8832 PROJECT: Brooks Athletic Facility JOB: 01832.09 DATE: 6/2/2004 DAY: Wednesday TEMPERATURE: 60-70 PRECIPITATION: Rain SKY: Prt Cloudy WIND: 00-10 ACTfYITY .. x OBSERVATION - A001.01 - Observed test pit at existing foundation along R line areas were filled with water and existing drains lines were discovered. A001.02 - No grade beam present typical spread footing with foundation wall and column footing. A001.03 - Penetration through existing wall observed(existing condensate line) A001.04 - At all columns stacked CMU bond cracked allowing water to penetrate. ACTION ITEMS - None Time Company Signed: Cannon Design Cannon Design Cannon Design Cannon Design Cannon Design Erland Construction Erland Construction By: Date: Expedition Visitor Name Remarks John Boekelman Dominic Vecchione Ron Curtis Roberto Filice Colleen McKenna Dan Flanagan Mark Robinson o,o fh 3 �o� s wtz'P 3 7 $7. 0 zr 0111 as 37, X70_- 0 loo 6 oc> �. 00 - � �+ `.;o0 -�/.rg.„ FCD -- 1L 495 !�j o o7S 4 J:'� A wa, 7� ef'� %f- A"1=4� I, Andrew Townshend Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury Andrew Print Name Signature of /Agent t7 Date u wall Item Estimated Cost (Dollars) to be " n Completed by permit applicant (a) Building Permit Fee En 1. Building $10, 60 000 Multiplier 2 Electrical (b) Estimated Total Cost of o� t3/ Construction from 6 1 3 Plumbing$400, 00@�. » � Building Permit fee (a) x (b) 4 Mechanical (HVAC) $1,000,000 5 Fire Protection $100,000 6 Total (1+2+3+4+5) $13,000,000 Check Number o9 3� 30 4 ma NO. OF STORIES SIZE two (2) BASEMENT OR SLAB Slab SIZE OF FLOOR TIMBERS 1 2 ND 3 RD SPAN - DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS `a HEIGHT OF FOUNDATION THICKNESS Varies Varies SIZE OF FOOTING Varies X MATERIAL OF CHIMNEY N/A IS BUILDING ON SOLID OR FILLED LAND Solid IS BUILDING CONNECTED TO NATURAL GAS LINE Yes NO k v r t��sh ��. r W 1 511 rry �"2` M Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number Brooks School Athletic Facility Project # 03-036 Erland Construction, Inc. 1160 Great Pond Road Tel: 978-725-6319 Fax: 978-725-6320 North Andover, MA D. 00- 0038 Transmitted To riirlsmi ;Br,P 7n , ....f _ .._...�. s;: , . .. ,.,...M...: as Building Inspector Gail Daly North Andover;Town of Erland Construction, Inc. 566 Main Street 83 Second Ave North Andover, MA 01845 Burlington, MA 01803 Tel: Tel: 781-272-9440 Fax: Fax: 781-272-0601 ❑ Acknowledgement Required Package Transmitted ,>For u _.0 , ,_ A �Dliveca�Il7ua e T r c it Nirimb�r Information, Review Mail Item # QtyW Item ° ; Ftefiarence" De crpto I+b�;Siatus -fT- Cc: Company Name :" Cont Ct +lttrl +9 Cop1eS N0` os " Remarks Enclosed please find a copy of the testing report for the Brooks School. If you have any questions please feel free to call me. RECEIVED JUN 3 0 2004 BUILDING DEPT. Signature Signed Date Prolog Manager Printed on: 6/25/2004 Erland Construction Page 1 �Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax-) Soil Inspection Report Erland Construction Co. Attn: Daniel J. Flanagan 83 Second Avenue Burlington, MA 01803 WEATHER: Cloudy, 70's Report Date Report No. Job Number Project Contractor �•r4 ry., 4 ` -Page 1 06/14/2004 1 Brooks School Athletic Fac.-N.Andover,MA Erland Construction .TIME: 10:00 AM CONTACT: Mark Robinson from Erland Construction PURPOSE: Perform field density tests EQUIPMENT: None TEST METHOD: ❑ Sand Cone Q Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Test No. Percent Moisture Maximum Dry Density Field Dry Density Percent Compaction Location Elevation (Feet) 1 8.9 130.4 127.7 97.9 See sketch 183' 2 9.1 130.4 126.6 97.0 " " 3 1 9.5 130.4 1 127.3 97.6 " " OBSERVATIONS: The writer was requested to perform field density tests on fill placed between lines 1-7 and K -G in the new Athletic Facility. The fill, an onsite silty sand, had been placed and compacted prior to the writer's arrival on site. The field density tests were performed by the Troxler method according to ASTM OD2922. The test results indicated the compaction was in excess of the project specification of 95% of ASTM D1557 modified. These observations were related to Mr. Robinson prior to departure. Inspector Name Premium Time Hours Travel Time R. Doyle No Min Day REVIEWED BY: Chuck Fraser Cc: Cannon/Boston, Inc. Attn: Colleen McKenna Regan Associates, LLC Attn: Sean M. Regan Brooks School Attn: John Trovage Attachment C- Mall. Mm 0 0� UTS of Massachusetts, Inc. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax) lva�i a� 0 15"1 Erland Construction Co. Report Date 06/14/2004 Attn: Daniel J. Flanagan Report No. 1'iif?'u• 83 Second Avenue Job Number 8885 Burlington, MA 01803 Project Brooks School Athletic Fac.-N.Andove Attachment C- Mall. Mm 0 0� rn z 0 0 V% a� Cn `n m 1 ^ / - r 1 1 JUN -30-2004 1520 E. C. S. I . 603 642 9223 P.01 111 Route 125 — Kingston. NH 03848 P.O. Box 114T - Atkinson, NH 03811 Environmental Compliance Tel: 603.642-9200 • eciafists7 Inc. Fax: 603-642-9223 mholingworth6ecsi-nh.com To: Fire Department, North Andover Fax: 978-688.9594 From: may Beth Hollingworth Police Department, North Andover Fax -.978-M-1172 Board of Health, North Andover Fax: 978-688.9542 phones Fire Department, North Andover Tel 978-688-9590 Pagess (3) Police Department, North Andover Tel 978-683.3168 Board of Health, North Andover Tel 978-688-9540 pates 6/30/2004 3:03 PM Re. Project * 04-121 Asbestos Removal at CC: File, Kittredge Elementary School, GVW -Steve Difilfipo 601 Main Street, North Andover. 617-567-3344 ❑ Urgent O For Review 0 Please Comment (7 Please Reply ❑ Please RaeyCle • Comments Please note the following change to the work schedule at the above referenced project site. ECSI will be offsite Thursday July 1° and returning to the site on Tuesday July BnO. The work hours on the site will be 7 a.m. to 3:30 p.m. State notification documents are attached. If there are any additional notification requirements or, if you have any questions or concems, please do not hesitate to call. Regards, Mary Beth Hollingworth Project Administrator Where Compliance Builds Confidence JUN -30-2004 1520 E.C.S.I. 603 642 9223 P.02 E. Other Project Revisions SCSI WILL BE OFFSITE ON THURSDAY 07101/2004, FRIDAY 0710212004 AND MONDAY 07/05!2004. WE WILL BE BACK ONSITE ON TUESDAY 07/06/2004 F. Revision anlNpdm.doc - rev. 2/5M Massachusetts Department of Environmental Protection 100005615 _� Number Bureau of Waste Prevention — Air Quality Decal Project Revision Notification For Asbestos Notification ANF -001 and AQ 06 1mpoRant: A. Facility location When filling out carne on tlM° —...,,,. �_..,-•------.,._ _.... KITTEREDGE Et-EMENTARY SCHOOL ---••� only tM lob key 1. Name of Faci ty to move your 601 MAIN STREET cursor • do not `ey ft rewrr► 2. Street Address NORTH ANDOVER ^� A 3. City4. Sale 5. Tip Code VQ 6175676. 000_r... _ 6, Telephone Number B. Project Cancelled 1NSTRUcTtONs 1. This form Is only available for check here it this project islwas cancehed. online filing of Project data revisions. 2. Enter prpjeat decal number. C Project Dates 3. validate that _ Q61Zt11Z004 07/07!2004 ft proied location is correct _ 11. Orldnal Start Date (mmlddhvyy) _ 2.O "nal E _&W (mmIdd/vvw) for the entered Il 3. Latest Revised Start Date (mmlddtyyyy) 4. Latest Revised End Date (mm/ddlyyyy) 4. Enter your new project dates. S. Certify you►-- - - nogiication. D. Revised Project Dates Submit date,_. -- ,-- - ••--- --t els--- m 1 1. Revised Slant Dale (mm/ditM) 2. Revised End Date DaW(mmMd1yM) E. Other Project Revisions SCSI WILL BE OFFSITE ON THURSDAY 07101/2004, FRIDAY 0710212004 AND MONDAY 07/05!2004. WE WILL BE BACK ONSITE ON TUESDAY 07/06/2004 F. Revision anlNpdm.doc - rev. 2/5M JUN -30-2004 15:21 E.C.S.I. 603 642 9223 P.03 Massachusetts Department of Environmental Protection 140000sels Bureau of Waste Prevention — Air Quality Decay Number Project Revision Notification For Asbestos Notification ANF -001 and AQ 06 G. Certification The undersigned hereby states, under the penalties of perjury, that he/she has read the Commonwealth of Massachusetts regulations for the Removal, Containment or Encapsulation of Asbestos, 453 CMR 6.00 and 310 CMR 7.15, and that the information contained in this notification is true and correct to the best of hislher knowledge and belief. PROJECT ADMINISTRATOR 2. P054brifrilla ECSI _ a Sggmntina 111 ROUTE 12S _ 6. Addrwss KINGSTON, NH 7, City/Town an106pdm.doc • rev. 215/04 Authprj�ee Signature 00 - 012004 3. Oats mil Q(yywS ,.— (603) 642-9200 8. Zip Code TOTAL P.03 CANNON Transmittal No. 00054 One Center Plaza Phone: 617-742-5440 Boston, MA 02108 Fax: 617-723-8832 PROJECT: Brooks Athletic Facility TO: Town of North Andover 27 Charles Street North Andover , MA 01845 ATTN: Robert Nicetta DATE: 6/30/2004 REF: AFO 1-5 Cannon Project No.: 01832.09 WE ARE SENDING: SUBMITTED - - A IONTAKEN; ❑ Shop Drawings ❑ Approval I ❑ Approved as Submitted ❑ ❑ Letter_ _ Prints Q Your Use Q As Requested ❑ I_j Approved as Noted Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ Samples SENT VIA: ❑ Returned ❑ Specifications ❑ Attached ❑ Returned for Corrections ❑ Other: ❑ Separate Cover Via: ❑ Bids Due: ITECCIPIES' BATE _ .I"CIE�IA1NIB� ., �._ ESCRI?t w_rSTATU 001 1 6/30/2004 BUL AF01-5 Architects Field Observation Reports 1-5 Remarks: CC Expedition(D �uL � 12004 Signed: Roberto Filice Cannon Design DAILY REPORT No. A.0001 One Center Plaza Phone: 617-742-5440 Boston, MA 021.08 Fax: 617-723-8832 COMPANY: Erland Construction REPORT PERIOD: Daily PROJECT: Brooks Athletic Facility TEMPERATURE:60 - 70 PRECIPITATION:Rain ACTIVITY OBSERVATION - DATE: 6/2/2004 DAY: Wednesday JOB: 01832.09 SKY:Prt Cloudy WIND:00-10 A001.01 Observed test pit at existing foundation along R line areas were filled with water and existing drains lines were discovered. A001.02 - No grade beam present typical spread footing with foundation wail and column footing. A001.03 - Penetration through existing wall observed(existing condensate line) A001.04 - At all columns stacked CMU bond cracked allowing water to penetrate. ACTION ITEMS - --------------------------- Cannon Design Cannon Design Cannon Design Erland Construction Erland Construction Certified By:��o Design Signed:'E"��.. Roberto Filice Expedition John Boekelman Roberto Filice Ron Curtis Dan Flanagan Mark Robinson Date: 6/30/2004 Cannon Design DAILY REPORT No. A0002 One Center Plaza Phone: 617-742-5440 Boston, MA 02108 Fax: 617-723-8832 COMPANY: Erland Construction REPORT PERIOD: Daily PROJECT: Brooks Athletic Facility TEMPERATURE:70 - 80 PRECIPITATION:None DATE: 6/8/2004 DAY: Tuesday JOB: 01832.09 SKY:Clear WIND:00-10 ACTIVITY OBSERVATION - ---------------------------- A002.01 - Reviewed Existing wall conditions with Sean Regan, Dan Flanagan, Mark Robinson, Colleen McKenna and Roberto Filice. Discussed action with respect to wail integrity and function. A002.02 - Reviewed test pit excavation. Material was taken to lab by UTS testing agency and will be analyzed. A002.03 - Excavation underway approximately 25% complete. ACTION ITEMS - Erland Construction Dan Flanagan Erland Construction Mark Robinson Regan Associates LLC Sean Regan Rist-Frost-Shumway John L. Scott, PE Certified By: �7Design Date: 6/30/2004 Signed: Roberto Filice ExpedWon 00 Cannon Design DAILY REPORT No. A0003 One Center Plaza Phone: 617-742-5440 Boston, MA 02108 Fax: 617-723-8832 COMPANY: Erland Construction REPORT PERIOD: Daily PROJECT: Brooks Athletic Facility TEMPERATURE:70 - 80 PRECIPITATION:None DATE: 6/16/2004 DAY: Wednesday JOB: 01832.09 SKY:Clear WIND:00-10 ACTIVITY OBSERVATION - --------------------------------- A003.01 - Sitework ongoing various CB drains installed. A003.02 - Detention pond at East elevation completed at existing Hockey. A003.02 - Excavation of Northe Detention Pond ongoing. Reviewed conflict with existing tree and and detention pond at north elevation. A003.04 - No activity at bulding footprint. Cuts on or aroound 50% complete. A003.05 - Observed rebar stored on site various lengths and bendsbeing stored on site. ACTION ITEMS - None VISITORS Time Company Visitor Name : Remarks Cannon Design Roberto Filice Erland Construction Mark Robinson Certified By:ion Design Date: 6/30/2004 Signed: 6— Roberto Filice Expedition Cannon Design DAILY REPORT No. A0004 One Center Plaza Phone: 617-742-5440 Boston, MA 02108 Fax: 617-723-8832 COMPANY: Erland Construction REPORT PERIOD: Daily PROJECT: Brooks Athletic Facility TEMPERATURE:70 - 80 PRECIPITATIONNone DATE: 6/22/2004 DAY: Tuesday JOB: 01832.09 SKY:Overcast WIND:00-10 ACTIVITY OBSERVATION - --------------------------------- A004.01 - Sitework ongoing along R line excavation for footings. A004.02 - Reviewed detention pond 1 issue with RFS clarification sketch to follow. A004.02 - Existing 4" drain line from East face discussed. Condition to be reviewed after seeding. A004.04 - Existing steam line discussed at meeting was backfilled will be opened up for viewing at next meeting. ACTION ITEMS - None VISITORS Time Company Visitor Name . Remarks Cannon Design Colleen McKenna Cannon Design Roberto Filice Erland Construction Dan Flanagan Erland Construction Mark Robinson Rist-Frost-Shumway John L. Scott, PE Certified ByDesign Date: 6/30/2004 Signed: Roberto Filice Expedition Cannon Design DAILY REPORT No. A0005 One Center Plaza Phone: 617-742-5440 Boston, MA 02108 Fax: 617-723-8832 COMPANY: Erland Construction REPORT PERIOD: Daily PROJECT: Brooks Athletic Facility TEMPERATURE:70 - 80 PRECIPITATION:None ACTIVITY OBSERVATION - --------------------------------- A005.01 - Rebar, formwork material and rigid polystyrene board stored along J line. A005.02 - Poly layered over R line trench at this time. A005.02 - Frac tank (Baker Tank) placed on site for contaminated dewatering. A005.04 - No activity at Detention Pond 2 (rip rap installed) A005.05 - No activity at builing footprint. A005.06 - Sitework ongoing with Catch Basins and structures being installed. ACTION ITEMS - ----------------------- None DATE: 6/29/2004 DAY: Tuesday JOB: 01832.09 SKY:Clear WIND:00-10 VISITORS Time Company Visitor Name Remarks Cannon Design Erland Construction Erland Construction Rist-Frost-Shumway Certified By: Gam, Signed: lam, Roberto Fi ice Expedition Roberto Filice Dan Flanagan Mark Robinson John L. Scott, PE Date: 6/30/2004 Jun -30-2004 09:17am From -CANON DESIGN CMNONDEsIGN T-054 P-001/006 F-929 Boston ■ Baltimore a Sullalo a Chicago a Jacitsonvdle a Los Angeles. New YorK ■ St. Louis a Vancouver. w$snington AC TO Building Commissioner, Q. Robert Nicetta °°'° 6/30/04 Far, Town of Nortn Andover F'" N° (978) 688-9542 Pf"'c Brooks School Athletic Fac0ity pro)= No 01832.09 From �mpleyetr M ROpArtO F:jIIC@ D.spuwtan a Ongnm, E] Dwtr f�1 jisturn Cap for ryo of papas. {...1 °' t..J ❑ p.caup 6 tautw-nu uowrl e you ao not re°sva an pages. please can Attached are Copias of the Architect Fiold Obaervation Reports 1 — 5. A hard copy is being malted to your attention as well. Thank you, Tn.: ac arnw vans u,s-am ,a .m -nod orgy for trb adoramee rfamfrc Raow h wntatns .nlpmeLerr Innt may !>a 169a11y p/nJepptl. 0°fl(10enLe1, ProprwUry n nau.ro, or omerwwe pror-cloo from use aria ObLaou fa. It y°u are not fire acarcgso rectpem. you afa rtereoy noA4ea trial any ramew. Gsooture• copyjV. or Waaam.n+uon m ruts van&n.au,on r_ promD.teo. ft y°u nava reGm-GC m1s laceanua m otter, pwase nM,N ua ey telapriona ynnlegl8rwy ao mac we can auange for .r; Tatum to a6 Tnan► yo. :109 One Center Plaza, Boston, Massaenusetts 02108 •Tel. 617,742.5440 a Fax. 617.723 8832 Jun -30-1004 09:27an From -CANON DESIGN unI111011 vesign T-054 P.002ADS F-929 VAILY KUPOIff No. A0001 One Center Plaza Phare: 617-742-5440 Boston, MA 02109 Fax: 617-723-8832 COMPANY: Erland Construction DATE: 6/2/2004 REPORT PERIOD: Daily DAY: Wednesday PROJECT: Brooks Athletic Facility ,108: 01832.09 TEMPERATURE. -60 - 70 PRECIPITATiON:Rain SKY:Prt Cloudy WIND:00-10 &MVITY.: OBSERVATION - A001.01- ObtLrved test pit at existing foundation along R lune areas were tilletl with water and existing drains liars were dixovwA. A001.02 - No grade beam present typical spread footing With foundation wall and column footing. A001.03 - Penetration through existing wall observed(existing condensate line) A001.04 - At all columns stacked CMU bond cracked allowing water to penetrate. ACTION ITEMS - None vista" ' Cotapiny '. Time - _. ............... .. _ _ .. ................ , .... _ . ..: v Ni r': _' _... , .... `Reaiiurks . ..... _.- . � __..• .... . Cannon Design Colleen McKenna Cannon Design Dominic Vecchione Cannon Design John Boekelman Cannon Design Roberto Filice Cannon Design Ron Curtis Erland Construction Dan Flanagan F-rlaad Consirucuon Mark Robinson Certified By: Mop Dcstgn Dow 6/3(Y2004 Signed: Robrrto Fi ice r.pw.ns Jun -30-2004 00:2Tam From -CANON DESIGN uannon veslgn T-054 P-003/006 F-026 ]DAILY REPORT No. A0002 One Centcr Plaza iPbone: 617-742.5440 Roston, MA 02108 Fax: 617-723-8832 COMPANY: Erland Construction DATE: 6/8/2004 REPORT PERIOD: Daily DAY: Tuesday PROJECT: Brooks Athletic Facility JOB: 01832.09 TEMPERATURE. -70 - 80 PRECIPITATION:None SKY:Clear WINA:00-10 OBSERVATION - A002 01 - Reviewed Fxistiag wail conditions with Sean Regan, Dan Ranugan, Mark Robinson, Colleen McKeana and Roberto Felice. Discussed action with respect to wall integrity and function. A002.02 - Reviewed test pit excavation. Matenal was taken to tab by UTS testing agency and will be analy2ed. A002.03 - 8xcavation underway approximately 2590 complete. ACTION ITEMS - None Cannon Design Colleen McKenna Cannon Design Roberto Filice Erland Construction Dan Flanagan F.rland Construction Mark Robinson Regan Associates LLC Sean Regan Rist-Frost-Shumway John L. Scott. PE Cert' ed By: i pry Design Date: 6/30/2004 signed: Roberto Filice Jun -30-2004 09:26am From -CANON DESIGN t.dnnon vesign T-054 P-004/006 F-929 DAILY 1+tb:PORT No. A0003 One Center Plaut Pbone: 617-742-5440 Boston, MA 02108 Farr: 617-723-8832 COMPANY: Erland Construction DATE: 6/162004 REPORT PERIOD: Daily DAY: Wednesday PROJECT: Brooks Athletic Facility JOB: 01832.09 TEMPERATURE. -70 - 80 PRECIPITATION:None SKY:Clear WIND:00-10 OBSERVATION - A003.01 - Sitework ongoing various CB drains installed. A003.02 - Detention pond at Fast elevation completed at existing Hockey. A003.02 - Fxcavauon of Northe Mtention Pond ongoing. Rcviewed conflict with existing tree and and detention pond at north elevation. A003.04 - No activity at bulling footprint. Cuts on or aroound 50% complete. A003.05 - Observed rebar Mored on site various lengths and bendrbeing scared on site. ACTION ITEMS - ----------------------------- None YI�1TAItS. , , Cannon Design Roberto Fibce Fsland Construction Mark Robinson Certified By: on De sire Dao: 6/30/2004 Signed: Roberto Filice /{PGCINMI w Jun -30-2004 08:28am From -CANON DESIGN t.wwon vesign T-054 P.005/006 F-828 VAILY REPORT No. A0004 One Center Plaza Phone: 617-742-5440 Boston, MA 02108 Fax: 617-723-8832 COMPANY: Frland Construction DATE: 6/22/2004 REPORT PERIOD: Daily DAY: Tuesday PROJECT: Brooks Athletic Facility JOB: 01832.09 TEMPERATURE. -70 - 80 AC TIYTP.Y ..: . OBSERVATION - PRECIPITATION:None SKY:Overcast WIND:00-10 A004.01 - Sitcwurk ongoing along R lino excavation for footings. A004_02 - Roviewed detention pond 1 t.sue with RFS clarification sketeh to follow. A004.02 - Existing 4" drain line from Fast face discussed. Condition to be reviewed after seeding. A004.04 - F-usting steam line discussed at nweting wus backfilled will N opened up for viewing at next meeting. ACTION ITEMS - None 'w , 1�nab . . . C'antjwQF .... _ ... .....:......• ..... _ ....:... _ ...:�Tls�►i l�Tama : -. . ............ .':Reransks''.::...., .... Cannon Design Colleen McKenna Cannon Design Roberto Filice Erland Construction Dan Flanagan Friand Construction Mark Robinson Rist-Frost-Shumway John L. Scott, PB Certified By: C nn rsign pate: 6/302004 Signed: 1' ' Robeno Filice ts�c0.nnn'B Jun -30-2004 08:28am From -CANON DESIGN umnon Design T-054 P.006/006 F-919 VAIL Y REPORT No. A0005 One Ccntvz Plaza Mone: 417-742-5440 Boston, MA 02108 Fax: 617-723-8832 COMPANY: Erland Construction DATE: 6/29/2004 REPORT PERIOD: Daily DAY: Tuesday PROJECT: Brooks Athletic Facility JOB: 01832.09 TEMPERATURE. -70 - 80 PRECIPITATIONWone SKY:Clear WIND:00-10 ALMyrrY .: :...... :.:. „ ..... ' OBSERVATION - A005.01 - Rebar, formwork material wW rigid polystyrene board stored along J line. A005.02 - Poly layered over R line trnach at ibis time. AOD5,02 - Frac tank (Baker Tank) placed un site for eontaininated dewatering. A005.04 - No activity at Detennon Pond 2 (rip rap installed) A005.05 - No activity at boiling footprint. A005.06 - Sitework ongoing with Catch $e4n3i and strucrures being in*mlled. ACTION ITEMS - None Time : ......... L:n»sAA1►Y::..a : .... .......... ..... ..., .............: \tuitiii.11�atae'_,.-...::�� ... !�; � „ •:: , , . . Cannon Design Roberto Alice Erland Construction Dan Flanagan Erland Constructiun Mark Robuison Rist-Frost-Shurnway John L. Scott, PE Certified By: /Design parr. 613012004 Sighed: Roberto i ice B.p.a.ron m CAN"+M[)ESIGN Field Visit Report One Center Plaza Phone: 617-742-5440. No. A0004 Boston, MA 02108 Fax: 617-723-8832 PROJECT: Brooks Athletic Facility DATE: 6/22/2004 JOB: 01832.09 DAY: Tuesday TEMPERATURE: 70-80 PRECIPITATION: None SKY: Overcast WIND: 00.10 OBSERVATION - A004.01 - Sitework ongoing along R line excavation for footings. A004.02 - Reviewed detention pond 1 issue with RFS clarification sketch to follow. A004.02 - Existing 4" drain line from East face discussed. Condition to be reviewed after seeding. A004.04 - Existing steam line discussed at meeting was backfilled will be opened up for viewing at next meeting. ACTION ITEMS - None AWTORSw .. Time Company Visitor Name Remarks Erland Construction Cannon Design Cannon Design Erland Construction Rist-Frost-Shumway Signed By: Rio irO.ALF Date: ta-2 F.zpedi ion Mark Robinson Roberto Filice Colleen McKenna Dan Flanagan John L. Scoff, PE Message Nicetta, Robert From: Flice, Roberto [rfilice@CANNONDESIGN.COM] Sent: Friday, June 25, 2004 1:21 PM To: Robert Nicetta Subject: Architect Field Observation Report Building Commissioner, D. Robert Nicetta Attached is observation report #4. Let me know if there are any questions. Roberto Filice Construction Administrator CANNONDESIGN One Center Plaza Boston MA. 02108 Tel: 617.742.5440 x321 Fax: 617.723.8832 rfilice@cannondesign.com 6/25/04 Page 1 of 1 ` Of Massachusetts 'The Construction Testing People' 5 Richardson Lane, Stoneham, MA 02180 781.438-7755 (Voice) 781.438-6216 (Fax) Soil Inspection Report Report Date Report No. Job Number Cannon/Boston, Inc. Attn: Colleen McKenna Project 1 Center Plaza Boston, MA 02108 Contractor -Page 1 06/14/2004 1 8885 Brooks School Athletic Fac.-N.Andover,MA Erland Construction WEATHER: Cloudy, 70 Is _TIME: 10:00 AM CONTACT: Mark Robinson from Erland Construction PURPOSE: Perform field density tests EQUIPMENT: None TEST METHOD: ❑ Sand Cone Q Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Test No. Percent Moisture Maximum Dry Density Field Dry Density Percent Compaction Location Elevation (Feet) 1 8.9 130.4 127.7 97.9 See sketch 183' 2 9.1 130.4 126.6 97.0 " 3 9.5 130.4 127.3 97.6 " OBSERVATIONS: The writer was requested to perform field density tests on fill placed between lines 1-7 and K -G in the new Athletic Facility. The fill, an onsite silty sand, had been placed and compacted prior to the writer's arrival on site. The field density tests were performed by the Troxler method according to ASTM -b2922. The test results indicated the compaction was in excess of the project specification of 95% of ASTM D1557 modified. These observations were related to Mr. Robinson prior to departure. Inspector Name Premium rime Hours Travel Time R. Doyle No Min Day REVIEWED BY: Chuck Fraser cc: Erland Construction Co. Attn: Daniel J. Flanagan Regan Associates, LLC Attn: Sean M. Regan Brooks School Attn: John Trovage UTS of Massachusetts, Inc. Page 2 5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438.6216 (Fax) Cannon/Boston, Inc. Report Date 06/14/2004 Attn: Colleen McKenna Report No. 1 1 Center Plaza Job Number 8885 Boston, MA 02108 Project Brooks School Athletic Fac.-N.Andove Attachment Message Nicetta, Robert From: Filice, Roberto jrfilice@CANNONDESIGN.COM] Sent: Friday, June 25, 2004 4:17 PM To: Robert Nicetta Subject: UTS Reports Building Commissioner, D. Robert Nicetta See attached copy of UTS compaction report for your use. Roberto Filice Construction Administrator CANNONDESIGN One Center Plaza Boston MA. 02108 Tel: 617.742.5440 x321 Fax: 617.723.8832 rfilice &,cannondesign.com 6/26/04 Page 1 of 1 I June 30, 2004 Mr. D. Robert Nicetta Building Commissioner Town of North Andover Building Department 27 Charles Street North Andover, Massachusetts 01845 Subject: Environmental Remedial Activities Brooks School, North Andover, MA ECS Doc. Number: 05-04-294 Dear Mr. Nicetta, LAKESIDE OFFICE PARK 607 NORTH AVENUE, SUITE 1 1 WAKEFIELD, MA 01880 781-246-8897 FAX: 781-246-8950 WWW. ECSCONSU LT.COM Environmental Compliance Services, Inc. (ECS) is pleased to provide you an update on the status of the remedial activities ongoing at the Brooks School in North Andover, Massachusetts. On June 23 and June 25, 2004 petroleum impacted soil was excavated from along the west wall foundation of the hockey rink building. All soil exhibiting greater than 10 parts per million per volume (ppmv) total organic vapors (TOVs) or showing visible evidence of staining was segregated for stockpiling. The extent of the petroleum impacted soil was observed to extend vertically from the top of the existing footing to a maximum of 4 inches below the footing and laterally from the edge of the foundation to a maximum of 5 feet away from the hockey rink. Based on visual observations and soil jar headspace screening, petroleum impacted soil does not extend more than 3 to 4 inches laterally beneath the footing. Eight confirmatory samples were collected on June 25, 2004 to document the bottom and sidewall of the trench from which the petroleum impacted soils were removed. These samples were collected and submitted to Spectrum Analytical for extractable petroleum hydrocarbon (EPH) and volatile petroleum hydrocarbon (VPH) analysis. Attached to this letter is Table 1 which shows the analytical results. Refer to Figure 1 for soil sample locations and soil jar headspace readings. No EPH or VPH compounds were detected in any of the confirmatory samples above MCP reportable concentrations. Soil jar headspace screening results from June 23 and June 25, 2004 are attached as Table 2. This table shows the pre -excavation and post -excavation concentrations of TOVs in the soil. It should be noted that the low concentrations of TOVs (ranging from 4 to 8 ppmv) observed in the post -excavation samples collected from the bottom of the HADDAM, CT TAMPA, FL AGAWAM, MA AUBURN, MA WAKEFIELD, MA BOW, NH MARION, NY BRATTLEBORO, VT RICHMOND, VT June 30, 2004 Page 2 excavation and beneath the footing are most likely attributed to low-level concentrations of volatile organic compounds (VOCs) in the surrounding groundwater. However, all PID post -excavation readings are below the 10 ppmv action level. Excavation of petroleum impacted soil in other areas of the site will continue in the near future. If you have any questions or require further information please do not hesitate to contact me at 781-246-8897. Sincerely, Environmental Compliance Services, Inc. fes" Michael A. Penzo, PG. CPG, LSP Principal Hydrogeologist Cc: Mr. John Trovage, Director of Facilities, Brooks School Mr. Sean Regan, Regan Associates Mark Robinson, Erland Construction /�Y A�-�0 fC N f� 7 U � O N (C O p C Cz _d Q U O CO ~ Z O O Cz Q E _ CO O U Z d' O O N N C 7 E v o CO W w CO Cq W� CO N N N N N m N 00000000000000000 N n n n r r v n (p W Cl) CO (O W Cl) W W W W W W W W W W W W W W W W W N V O V O V V o V V V V V V V V v V V V V V V V V V V V V V V V V V N (p fA m W :0 O N NNN ai Cm N � W W N N W W N N W n N_ 0 W N_ N N W W N N N W N N W W N N W W N N W W N N W WCO N N W W N N W W N N W (O N N (O (O y v 676 V V V V V V V CO V V CO m V V V V V V V V V V V V V V V V V V V N N E C N N N N N N N N 4 Nn n r n n n n r r r n r n r r r r m n vv v www6omw m w o o nnrrrnrrrnnnrrrnnnn a v v$ v v v W °' v v v v v v v v v v v v v v v v v v v v v v v v v y m m W V g uMi 0 4 0 n n 0 0 n n 0 0 n N 0 r o N N�� v v v v N n N N r n N N n n N N r n N N n n N N r r N N n n N N n n N N r n 7 v o o v o v v v v v V v v v v v v v v v v v v v v v v v v v v v v t%1 N 0 O W m m r W m m m m m m m W W co co m m m m m m m m m m m m m m m m m m N N N (n N" co M co M (D W W W W W W W W W W t0 W (O W W W �I v o V O v V 0 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V ,;(p y N m a O m 'n mq Lo m m m mr Oj m m Oj W pj m pj NN N N N N N NN N NN N N N N N N N N N N N NN N NN NN NVv ) v V v V v V v v V v v v v v V V V V V V V V V V V V V V V V �Llulo N N O 0 0 M W O W M O W N N N N N M N 0 0 0 0 t V V I '7 V O V V V V V V 7 V V m N N N N- N N o 0 o 0 0 N 0 r r n n W W W W W W W W W W W W W W W W N tD V O O V v V V V v v V V v v v v V V V V V V V V V V V V V V V V V y N m NM v_ g o (qLnLo o M Lo o n N N oo_Vo N N 0000 N V N W W vvvv (D W N nnnnn N N N N N N n In N N r r N N r r N N rn N N n r c\, N r: r: Nv O O v Ov V V V V V V V V v v V V V V V V V V V V V V V V V V V f%1 N d at� L0 o o o o o o o O o o O O o o O O o o O o 0 O O O O o o 0 N p[ C o o O (0 o 0¢¢ o o o o o O o o 0 0 0 N o 0¢ 0 Z o o o 0 0 0 0 0 o 0 0 o o O O o p 0 0 p o O y N N to .000000 0 0 0 0 0 0 N N N ...000000-o,_on o 0 o N O O N 0 0 no N V N W N N N N N - N N^ N_ N N U U d a c 0 0 a m o 0 0 00000oo 0 0 0 0 co 0 0 0 0 0 0 0 cooNoz 0 0 0 0 o 0 dz ¢c 000¢¢ 000zz oo0oo00 000¢ 000000 000 0000000000000 000000.. d ooMv000 - W m(ON .-(\iN vv0000000nrrrrnnoo N yC V U o � c pO O U C C: - 16 O N C O E C U '. C oa O -e N N d C ocL o ° ao v caac o y ti= a _j 4) CD, CL aE�O(-2p£�� ° °E s 0 m�ro�aCs d Of U a— V N >,4) U O O .� D -O ¢7 C N C a �_ p a U N V= 7 N x c V = N o d N C C N V m Y Y O �,. 0. Q im W N N 7 m= U U U E d CN L L N L cl O. N O o d N U= U V U U d 01 _ N f.1 O V ftl N L R O o O N U C C m V ul N x X. m m L L E U O VN U m C m R 0- L ._ U VN x N L 0 C L C m L A O O (7 L N ro N N N'(n o O Q Q y m Q N N N m C t m N (U C d m a U 61 Q ¢¢ W M d N W C L L C C U L C O A C w w D s N (tl A L O p Ol l0 -_ ro 3 U U (> ' O N d Q (ILD N O C y_ N a L L N X C m m U N> U v L r L N C (0 m (0 N m C m O y 0 0 0 C N C O y .E R U U N a) U V W C V C N L (0 p Xn A 6 m^ C F- (tl � U U O L C�> o N L o o o V� N 0 Z m C S V (pLUUU»xm F W CN ,ez E O ZL U U U Dx Z N Q¢ LL a¢(L a mU m m m 0mzY II _j -2 (D Ezmmo >o¢ > w¢ w ML'U Table 2 Soil Jar Headspace Screening Results Brooks School North Andover, Massachusetts June 2004 Designation Location Total Organic Vapors (ppmv) Pre -Excavation PID -1 100' North of SW corner 122 PID -2 95' North of SW corner 69 PID -3 115' North of SW corner 68 PID -4 20-30' South of SS -4 60 PID -5 0-20' North of SS -5 48 PID -6 75' South of NW corner 26 PID -7 50' South of NW corner 12 PID -8 45' South of NW corner 48 Post -Excavation PID -9 15' South of SS -3 bottom 4 PID -10 15' South of SS -4 bottom 8 PID -11 115' South of NW corner beneath footing) 5 PID -12 110' South of NW corner beneath footing) 8 PID -13 75' South of NW corner beneath footing) 8 PID -14 SS -2 Bottom 4-8 PID -15 SS -2 Sidewall 0 PID -16 SS -3 Bottom 0 PID -17 SS -3 Sidewall 0 PID -18 SS -4 Bottom 4-8 PID -19 SS -4 Sidewall 0 PID -20 SS -5 Bottom 4-8 PID -21 SS -5 Sidewall 0 0 n is n c 3 a o` 'dy OOC u ^Cp' ' cu tR o s o 0 3 °' v S� `^' >: 3r O Ydi O N 8 0 b o0oc� a 6x `c S i P t O tin '� A 3i p cu �m°� �� cE a? '4 �� Cd°i p. to by 'S v3 £ urs o X 6 Q1 4 .r O o y � � �G V � 'a �•i �1®� � � ® O aS� c S� gad � �$ d n 1 tL F- � T � a a 00 7 d \% v� d M � i Q s a � d 1 i Q c 4.0 o. \ A� CL e firs F- o M N O is M; 3 � U- ) 0 co LOO E I a)0- 0- L i 1-- f- d v l7 O O O ,a. O ... ri I I N [L ® ■ F- I F-- l S 4t o> Report Date: 29 -Jun -04 15:43 ECS/Marin 607 North Avenue; Suite 11 Wakefield, MA 01881 Attn: Michael Penzo ❑ Final Report ❑ Re -Issued Report ❑ Revised Report Laboratory Report Project:Brooks - N. Andover, MA Project #: 05-202129.00 Laboratory ID Client Sample ID Matrix Date Sampled Date Received SA14469-01 SS -3 Sidewall Soil 25 -Jun -04 08:15 26 -Jun -04 11:00 SA14469-02 SS -3 Bottom Soil 25 -Jun -04 08:15 26 -Jun -04 11:00 SA14469-03 SS -4 Sidewall Soil 25 -Jun -04 10:45 26 -Jun -04 11:00 SA14469-04 SS -4 Bottom Soil 25 -Jun -04 10:45 26 -Jun -04 11:00 SA14469-05 SS -2 Sidewall Soil 25 -Jun -04 11:55 26 -Jun -04 11:00 SA14469-06 SS -2 Bottom Soil 25 -Jun -04 11:55 26 -Jun -04 11:00 SA14469-07 SS -5 Sidewall Soil 25 -Jun -04 12:45 26 -Jun -04 11:00 SA14469-08 SS -5 Bottom Soil 25 -Jun -04 12:45 26 -Jun -04 11:00 I attest that the information contained within the report has been reviewed for accuracy and checked against the quality control requirements for each method. All applicable NELAC requirements have been met. Please note that this report contains 25 pages of analytical data plus Chain of Custody document(s). This report may not be reproduced, except in full, without written approval from Spectrum Analytical, Inc. Massachusetts Certification # M-MA138/MA1110 Connecticut # PH -0777 Florida # E87600 Maine # MA138 New Hampshire # 2538 New York # 11393 s Rhode Island # 98 USDA # S-51435 Authorized by: Hanibal C. Tayeh, Ph.D. President/Laboratory Director Please refer to our "Quality" webpage at www.spectrum-analytical.com for a full listing of our current certifications. CASE NARRATIVE: The data set for work order SA14469 complies with internal QC criteria for the methods performed. The samples were received @ 5.0 degrees Celsius. An infrared thermometer with a tolerance of +/- 2.0 degrees Celsius was used immediately upon receipt of the samples. MADEP has published a list of analytical methods (CAM) which provides a series of recommended protocols for the acquisition, analysis and reporting of analytical data in support of MCP decisions. "Presumptive Certainty" can be established only for those methods published by the MADEP in the MCP CAM. Please refer to "Notes and Definitions" for all sample/analyte qualifiers Page 1 of 25 Sample Identification SS -3 Sidewall SA14469-01 Analyte(s) Result Volatile Organic Compounds Prepared by method VOC Extraction Field extracted VPHAliphatic/Aromatic Carbon Ranges C5 -C8 Aliphatic Hydrocarbons BRL C9 -C 12 Aliphatic Hydrocarbons BRI, C9 -C10 Aromatic Hydrocarbons BRL Unadjusted C5 -C8 Aliphatic BRL Hydrocarbons " Unadjusted C9 -C12 Aliphatic BRL Hydrocarbons 0.495 mg/kg dry VPH Target Analytes " Benzene BRL Ethylbenzene BRL Methyl tert-butyl ether BRL Naphthalene BRL Toluene BRI, m,p-Xylene BRL o -Xylene BRL Surrogate: 2,5-Dibromotoluene (FID) 111 Surrogate: 2,5-Dibromotoluene (PID) 105 Extractable Petroleum Hydrocarbons EPHAliphatic/Aromatic Ranges 99.1 ug/kg dry C9 -C18 Aliphatic Hydrocarbons BRL C19-06 Aliphatic Hydrocarbons BRL CI I -C22 Aromatic Hydrocarbons BRL Unadjusted CI I -C22 Aromatic BRL Hydrocarbons EPH Target PAHAnalvtes Naphthalene BRI, 2 -Methylnaphthalene BRL Acenaphthylene BRL Acenaphthene BRL Fluorene BRL Phenanthrene BRL Anthracene BRL Fluoranthene BRL Pyrene BRL Benzo (a) anthracene BRL Chrysene BRL Benzo (b) fluoranthene BRL Benzo (k) fluoranthene BRL Benzo (a) pyrene BRL Indeno (1,2,3 -cd) pyrene BRL Dibenzo (a,h) anthracene BRL Benzo (g,h,i) perylene BRL Client Project # Matrix Collection Date/Time Received 05-202129.00 Soil 25 -Jun -04 08:15 26 -Jun -04 *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag N/A 1 VOC 28 -Jun -04 Prepared by method SW846 5030 Soil MS 1.49 mg/kg dry 50 +MADEP 5/2004 28 -Jun -04 Rev. 1.1 0.495 mg/kg dry 50 " 0.495 mg/kg dry 50 " 1.49 mg/kg dry 50 " 0.495 mg/kg dry 50 " Prepared by method SW846 5030 Soil MS 99.1 ug/kg dry 50 99.1 ug/kg dry 50 99.1 ug/kg dry 50 99.1 ug/kg dry 50 99.1 ug/kg dry 50 " 198 ug/kg dry 50 99.1 ug/kg dry 50 " 70-130 70-130 Prepared by method SW846 3550B 31.1 mg/kg dry 1 +MADEP 5/2004 28 -Jun -04 Rev. 1.1 31.1 mg/kg dry 1 " 31.1 mg/kg dry 1 " 31.1 mg/kg dry 1 " Prepared by method SW846 3550B 155 ug/kg dry I 155 ug/kg dry 1 " 155 ug/kg dry 1 " 155 ug/kg dry 1 " 155 ug/kg dry I " 155 ug/kg dry I " 155 ug/kg dry I 155 ug/kg dry 1 " 155 ug/kg dry I " 155 ug/kg dry I " 155 ug/kg dry I " 155 ug/kg dry I " 155 ug/kg dry I " 155 ug/kg dry l " 155 ug/kg dry I " 155 ug/kg dry 1 " 155 ug/kg dry 1 " 28 -Jun -04 4061735 LN vOC10 29 -Jun -04 4061702 SS VOC10 29 -Jun -04 4061655 KG Surrogate: 1-Chlorooctadecane 57.8 40-140% " Surrogate: Ortho-Terphenyl 60.9 40-140% " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 2 of 25 Sample Identification SS -3 Sidewall SA 14469-01 Client Project # Matrix Collection Date/Time Received 05-202129.00 Soil 25 -Jun -04 08:15 26 -Jun -04 Analyte(s) Result *RDL/Units Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Extractable Petroleum Hydrocarbons EPH Target PAH Analytes Surrogate: 2-Bromonaph thal en e Surrogate: 2-Fluorobiphenyl General Chemistry Parameters % Solids 86.0 Prepared by method SW846 3550B 64.6 40-140% +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 70.4 40-140% 11 11 1." 1. 1 SM2540 G Mod. 28 -Jun -04 29 -Jun -04 4061701 LN This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 3 of 25 Sample Identification SS -3 Bottom Client Project # Matrix Collection Date/Time Received SA14469-02 05-202129.00 Soil 25 -Jun -04 08:15 26 -Jun -04 Analyte(s) Result *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds VOC Extraction Field extracted N/A 1 voc 28 -Jun -04 28 -Jun -04 4061735 LN VPHAliphatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS voclo C5 -C8 Aliphatic Hydrocarbons BRL 1.79 mg/kg dry 50 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061702 SS Rev. 1.1 C9 -C 12 Aliphatic Hydrocarbons BRL 0.597 mg/kg dry 50 " C9 -C10 Aromatic Hydrocarbons BRI, 0.597 mg/kg dry 50 " Unadjusted C5 -C8 Aliphatic BRL 1.79 mg/kg dry 50 Hydrocarbons Unadjusted C9 -C12 Aliphatic BRL 0.597 mg/kg dry 50 " Hydrocarbons VPH Tar-eetAnalvtes Prepared by method SW846 5030 Soil MS vocio Benzene BRL 119 ug/kg dry 50 Ethylbenzene BRL 119 ug/kg dry 50 Methyl tert-butyl ether BRL 119 ug/kg dry 50 " Naphthalene BRI, 119 ug/kg dry 50 " Toluene BRL 119 ug/kg dry 50 m,p-Xylene BRL 239 ug/kg dry 50 o -Xylene BRL 119 ug/kg dry 50 Surrogate: 2,5-Dibromotoluene (FID) 103 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 96.8 70-130% " Extractable Petroleum Hydrocarbons EPHAliphatic/Aromatic Ranges Prepared by method SW846 3550B C9 -C18 Aliphatic Hydrocarbons BRL 33.8 mg/kg dry 1 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 C19 -C36 Aliphatic Hydrocarbons BRI, 33.8 mg/kg dry 1 " C11 -C22 Aromatic Hydrocarbons BRI, 33.8 mg/kg dry 1 Unadjusted Cl 1-C22 Aromatic BRL 33.8 mg/kg dry 1 " Hydrocarbons EPH Target PAHAnalytes Prepared by method SW846 3550B Naphthalene BRL 169 ug/kg dry 1 " 2 -Methylnaphthalene BRL 169 ug/kg dry 1 Acenaphthylene BRL 169 ug/kg dry 1 " Acenaphthene BRI, 169 ug/kg dry 1 Fluorene BRL 169 ug/kg dry 1 " Phenanthrene BRL 169 ug/kg dry 1 " Anthracene BRL 169 ug/kg dry I " Fluoranthene BRI, 169 ug/kg dry 1 " Pyrene BRL 169 ug/kg dry 1 Benzo (a) anthracene BRI, 169 ug/kg dry I " Chrysene BRL 169 ug/kg dry Benzo (b) fluoranthene BRI, 169 ug/kg dry 1 Benzo (k) fluoranthene BRI, 169 ug/kg dry 1 Benzo (a) pyrene BRI, 169 ug/kg dry 1 Indeno (1,2,3 -cd) pyrene BRL 169 ug/kg dry 1 " Dibenzo (a,h) anthracene BRL 169 ug/kg dry 1 " Benzo (g,h,i) perylene BRL 169 ug/kg dry 1 " Surrogate: I-Chlorooctadecane 45.7 40-140 Surrogate: Ortho-Terphenyl 65.6 40-140% " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 4 of 25 Sample Identification S-3 Bottom Client Project # Matrix Collection Date/Time Received S SS -3 Bot -02 05-202129.00 Soil 25 -Jun -04 08:15 26 -Jun -04 Analyte(s) Result *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Extractable Petroleum Hydrocarbons EPHTarget PAHAnalvtes Prepared by method SW846 3550B Surrogate: 2-Bromonaphthalene 65.4 40-140% +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 Surrogate: 2-Fluorobiphenyl 74.9 40-140% " General Chemistry Parameters % Solids 81.4 % I SM2540 G Mod. 28 -Jun -04 29 -Jun -04 4061701 LN This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRI, = Below Reporting Limit Page 5 of 25 Sample Identification SS -4 Sid w S S-4 Sidewall Client Project # 05-202129.00 Matrix Soil Collection Date/Time 25 -Jun -04 10:45 Received 26 -Jun -04 Analyte(s) Result *RDUUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds BRL 34.5 mg/kg dry 1 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 VOC Extraction Field extracted N/A 1 VOC 28 -Jun -04 28 -Jun -04 4061735 LN VPHAliphatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS VOC10 C5 -C8 Aliphatic Hydrocarbons BRL 1.61 mg/kg dry 50 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061702 SS BRI, 172 ug/kg dry 1 " 2 -Methylnaphthalene Rev. 1.1 172 ug/kg dry Acenaphthylene C9 -C12 Aliphatic Hydrocarbons BRL 0.536 mg/kg dry 50 BRL 172 ug/kg dry 1 " C9 -C 10 Aromatic Hydrocarbons BRI, 0.536 mg/kg dry 50 BRL 172 ug/kg dry I " " Unadjusted C5 -C8 Aliphatic BRL 1.61 mg/kg dry 50 BRI, 172 ug/kg dry 1 " " Hydrocarbons 172 ug/kg dry 1 " Benzo (a) anthracene BRL 172 ug/kg dry 1 " Chrysene Unadjusted C9 -C]2 Aliphatic BRL 0.536 mg/kg dry 50 BRI, 172 ug/kg dry 1 Benzo (k) fluoranthene Hydrocarbons 172 ug/kg dry 1 Benzo (a) pyrene BRL 172 ug/kg dry 1 " Indeno (1,2,3 -cd) pyrene VPH TargetAnalvtes 172 ug/kg dry I Prepared by method SW846 5030 Soil MS VOClo Benzene BRL 107 ug/kg dry 50 Surrogate: 1-Chlorooctadecane 49.8 40-140% " Ethylbenzene BRL 107 ug/kg dry 50 This laboratory report is not valid without an authorized signature on the cover page. Methyl tert-butyl ether BRL 107 ug/kg dry 50 Naphthalene BRI, 107 ug/kg dry 50 " Toluene BRL 107 ug/kg dry 50 m,p-Xylene BRI, 215 ug/kg dry 50 o -Xylene BRL 107 ug/kg dry 50 Surrogate: 2,5-Dibromotoluene (FID) 98.6 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 95.2 70-130% " Extractable Petroleum Hydrocarbons EPHAIiphaticlAromatic Ranges Prepared by method SW846 3550B C9 -CIS Aliphatic Hydrocarbons BRL 34.5 mg/kg dry 1 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 C19-06 Aliphatic Hydrocarbons BRL 34.5 mg/kg dry I CI I -C22 Aromatic Hydrocarbons BRL 34.5 mg/kg dry 1 Unadjusted Cl 1-C22 Aromatic BRL 34.5 mg/kg dry 1 " Hydrocarbons EPHTarget PAH Analvtes Prepared by method SW846 3550B Naphthalene BRI, 172 ug/kg dry 1 " 2 -Methylnaphthalene BRI, 172 ug/kg dry Acenaphthylene BRI, 172 ug/kg dry 1 " Acenaphthene BRL 172 ug/kg dry 1 Fluorene BRL 172 ug/kg dry Phenanthrene BRL 172 ug/kg dry I " Anthracene BRL 172 ug/kg dry I Fluoranthene BRI, 172 ug/kg dry 1 " Pyrene BRI, 172 ug/kg dry 1 " Benzo (a) anthracene BRL 172 ug/kg dry 1 " Chrysene BRI, 172 ug/kg dry 1 " Benzo (b) fluoranthene BRI, 172 ug/kg dry 1 Benzo (k) fluoranthene BRI, 172 ug/kg dry 1 Benzo (a) pyrene BRL 172 ug/kg dry 1 " Indeno (1,2,3 -cd) pyrene BRL 172 ug/kg dry I Dibenzo (a,h) anthracene BRL 172 ug/kg dry I " Benzo (g,h,i) perylene BRI, 172 ug/kg dry I " Surrogate: 1-Chlorooctadecane 49.8 40-140% " Surrogate: Ortho-Terphenyl 56.7 40-140% " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 6 of 25 Sample Identification S-4 Sidewall Client Project # Matrix Collection Date/Time Received S SS- 4Sidew 05-202129.00 Soil 25 -Jun -04 10:45 26 -Jun -04 Analyte(s) Result *RDLUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Extractable Petroleum Hydrocarbons EPH Target PAHAnalytes Prepared by method SW846 3550B Surrogate: 2-Bromonaphthalene 63.4 40-140% +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 Surrogate: 2-Fluorobiphenyl 65.7 40-140% " General Chemistry Parameters % Solids 78.5 % 1 SM2540 G Mod. 28 -Jun -04 29 -Jun -04 4061701 LN This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 7 of 25 Sample Identification Client Project # Matrix Collection Date/Time Received S-4 Bottom S -4 Bot 05-202129.00 Soil 25 -Jun -04 10:45 26 -Jun -04 SS -04 Analytes) Result *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds VOC Extraction Field extracted N/A 1 VOC 28 -Jun -04 28 -Jun -04 4061735 LN VPHAliphatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS vOC10 C5 -C8 Aliphatic Hydrocarbons BRL 1.44 mg/kg dry 50 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061702 SS Rev. 1.1 C9 -C12 Aliphatic Hydrocarbons BRL 0.481 mg/kg dry 50 " C9 -C 10 Aromatic Hydrocarbons BRL 0.481 mg/kg dry 50 " Unadjusted C5 -C8 Aliphatic BRL 1.44 mg/kg dry 50 " Hydrocarbons Unadjusted C9 -C12 Aliphatic BRL 0.481 mg/kg dry 50 Hydrocarbons VPH Target Analytes Prepared by method SW846 5030 Soil MS vOClo Benzene BRL 96.2 ug/kg dry 50 Ethylbenzene BRI, 96.2 ug/kg dry 50 " Methyl tert-butyl ether BRL 96.2 ug/kg dry 50 " Naphthalene BRL 96.2 ug/kg dry 50 Toluene BRL 96.2 ug/kg dry 50 " m,p-Xylene BRI, 192 ug/kg dry 50 o -Xylene BRL 96.2 ug/kg dry 50 Surrogate: 2,5-Dibromotoluene (FID) 101 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 92.6 70-130% " Extractable Petroleum Hydrocarbons EPHAliphatic/Aromatic Ranges Prepared by method SW846 3550B C9 -C 18 Aliphatic Hydrocarbons BRL 35.5 mg/kg dry I +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 C 19-06 Aliphatic Hydrocarbons BRL 35.5 mg/kg dry 1 " CI I -C22 Aromatic Hydrocarbons BRL 35.5 mg/kg dry I " Unadjusted CI I -C22 Aromatic BRL 35.5 mg/kg dry I " Hydrocarbons EPH Target PAHAnalytes Prepared by method SW846 3550B Naphthalene BRL 177 ug/kg dry 1 " 2 -Methylnaphthalene BRL 177 ug/kg dry 1 " Acenaphthylene BRI, 177 ug/kg dry 1 " Acenaphthene BRI, 177 ug/kg dry 1 " Fluorene BRL 177 ug/kg dry 1 " Phenanthrene BRI, 177 ug/kg dry 1 Anthracene BRL 177 ug/kg dry 1 Fluoranthene BRL 177 ug/kg dry 1 " Pyrene BRL 177 ug/kg dry 1 " Benzo (a) anthracene BRI, 177 ug/kg dry 1 " Chrysene BRL 177 ug/kg dry 1 " Benzo (b) fluoranthene BRL 177 ug/kg dry 1 " Benzo (k) fluoranthene BRL 177 ug/kg dry 1 " Benzo (a) pyrene BRL 177 ug/kg dry 1 " Indeno (1,2,3 -cd) pyrene BRL 177 ug/kg dry 1 " Dibenzo (a,h) anthracene BRL 177 ug/kg dry 1 " Benzo (g,h,i) perylene BRL 177 ug/kg dry 1 " Surrogate: 1-Chlorooctadecane 55.8 40-140% " Surrogate: Ortho-Terphenyl 72.2 40-140% " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 8 of 25 Sample Identification SS -4 Bottom Client Project # Matrix Collection Date/Time Received 05-202129.00 Soil 25 -Jun -0410:45 26 -Jun -04 SA 14469-04 Analyte(s) Result *RDI/Units Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Extractable Petroleum Hydrocarbons EPH Target PAHAnalytes Prepared by method SW846 3550B Surrogate: 2-Bromonaphthalene 68.2 40-140% +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 Surrogate: 2-Fluorobiphenyl 70.1 40-140% " General Chemistry Parameters % Solids 80.1 % 1 SM2540 G Mod. 28 -Jun -04 29 -Jun -04 4061701 LN This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 9 of 25 Sample Identification S-2 Sidewall Client Project # Matrix Collection Date/Time Received 46S SS-2 Sid w 05-202129.00 Soil 25-Jun-04 11:55 26-Jun-04 Analyte(s) Result *RDUUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds 102 70-130% " VOC Extraction Field extracted N/A 1 VOC 28 -Jun -04 28 -Jun -04 4061735 LN VPHAliphatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS vOC10 C5 -C8 Aliphatic Hydrocarbons BRL 1.53 mg/kg dry 50 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061702 SS SW846 3550B C9 -C18 Aliphatic Hydrocarbons BRL Rev. 1.1 C9 -C 12 Aliphatic Hydrocarbons BRL 0.510 mg/kg dry 50 " C9 -C 10 Aromatic Hydrocarbons BRI, 0.510 mg/kg dry 50 " Unadjusted C5 -C8 Aliphatic BRI, 1.53 mg/kg dry 50 " Hydrocarbons Unadjusted C11 -C22 Aromatic BRL 34.6 mg/kg dry 1 Unadjusted C9 -C12 Aliphatic BRI, 0.510 mg/kg dry 50 " Hydrocarbons EPH Target PAHAnalvtes Prepared by method VPH Target Analytes Naphthalene Prepared by method SW846 5030 Soil MS VOC10 Benzene BRI, 102 ug/kg dry 50 " Ethylbenzene BRL 102 ug/kg dry 50 " Methyl tert-butyl ether BRI, 102 ug/kg dry 50 " Naphthalene BRI, 102 ug/kg dry 50 " Toluene BRL 102 ug/kg dry 50 " m,p-Xylene BRI, 204 ug/kg dry 50 " o -Xylene BRL 102 ug/kg dry 50 172 ug/kg dry I Surrogate: 2,5-Dibromotoluene (FID) 102 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 95.8 70-130% " Extractable Petroleum Hydrocarbons EPHAliphatic/Aromatic Ranges Prepared by method SW846 3550B C9 -C18 Aliphatic Hydrocarbons BRL 34.6 mg/kg dry 1 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 C19 -C36 Aliphatic Hydrocarbons BRL 34.6 mg/kg dry 1 " C11 -C22 Aromatic Hydrocarbons BRL 34.6 mg/kg dry 1 " Unadjusted C11 -C22 Aromatic BRL 34.6 mg/kg dry 1 " Hydrocarbons EPH Target PAHAnalvtes Prepared by method SW846 3550B Naphthalene BRL 172 ug/kg dry 1 " 2 -Methylnaphthalene BRL 172 ug/kg dry 1 " Acenaphthylene BRL 172 ug/kg dry I " Acenaphthene BRL 172 ug/kg dry I " Fluorene BRL 172 ug/kg dry I " Phenanthrene BRL 172 ug/kg dry I Anthracene BRL 172 ug/kg dry I " Fluoranthene BRL 172 ug/kg dry I " Pyrene BRL 172 ug/kg dry I Benzo (a) anthracene BRL 172 ug/kg dry I " Chrysene BRL 172 ug/kg dry 1 " Benzo (b) fluoranthene BRL 172 ug/kg dry 1 " Benzo (k) fluoranthene BRL 172 ug/kg dry 1 " Benzo (a) pyrene BRL 172 ug/kg dry 1 " Indeno (1,2,3 -cd) pyrene BRL 172 ug/kg dry I Dibenzo (a,h) anthracene BRL 172 ug/kg dry I Benzo (g,h,i) perylene BRL 172 ug/kg dry 1 " Surrogate: 1-Chlorooctadecane 83.8 40-140% " Surrogate: Ortho-Terphenyl 72.2 40-140% " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Lin -fit Page 10 of 25 Sample Identification SS-2 Sid w S-2 Sidewall 46S Client Project # 05-202129.00 Matrix Soil Collection Date/Time 25-Jun-04 11:55 Received 26-Jun-04 Analyte(s) Result *RDUUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Extractable Petroleum Hydrocarbons EPHTargetPAH Analytes Prepared by method SW8463550B Surrogate: 2-Bromonaphthalene 76.9 40-140% +MADEP 5/2004 28-Jun-04 29-Jun-04 4061655 KG Rev. 1.1 Surrogate: 2-Fluorobiphenyl 78.6 40-140% General Chemistry Parameters % Solids 79.0 % I SM2540 G Mod. 28-Jun-04 29-Jun-04 4061701 LN This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 11 of 25 Sample Identification S-2 Bottom Client Project # Matrix Collection Date/Time Received S SS -2 Bot -06 05-202129.00 Soil 25 -Jun -04 11:55 26 -Jun -04 Analyte(s) Result *RDUUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds VOC Extraction Field extracted N/A 1 VOC 29 -Jun -04 29 -Jun -04 4061797 LN VPHAliphatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS vOClo C5 -C8 Aliphatic Hydrocarbons BRL 1.53 mg/kg dry 50 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061702 SS Rev. 1.1 C9 -C12 Aliphatic Hydrocarbons BRL 0.508 mg/kg dry 50 " C9 -C10 Aromatic Hydrocarbons BRL 0.508 mg/kg dry 50 Unadjusted C5 -C8 Aliphatic BRI, 1.53 mg/kg dry 50 Hydrocarbons Unadjusted C9 -C12 Aliphatic BRL 0.508 mg/kg dry 50 " Hydrocarbons VPH Target Analytes Prepared by method SW846 5030 Soil MS VOClo Benzene BRL 102 ug/kg dry 50 Ethylbenzene BRL 102 ug/kg dry 50 Methyl tert-butyl ether BRL 102 ug/kg dry 50 " Naphthalene BRL 102 ug/kg dry 50 Toluene BRL 102 ug/kg dry 50 m,p-Xylene BRL 203 ug/kg dry 50 o -Xylene BRL 102 ug/kg dry 50 " Surrogate: 2,5-Dibromotoluene (FID) 93.6 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 92.8 70-130% " Extractable Petroleum Hydrocarbons EPHAliphatic/Aromatic Ranges Prepared by method SW846 3545A C9 -C18 Aliphatic Hydrocarbons BRL 37.0 mg/kg dry 1 +MADEP 5/2004 29 -Jun -04 29 -Jun -04 4061740 JD Rev. 1.1 C19-06 Aliphatic Hydrocarbons BRL 37.0 mg/kg dry 1 " Cl 1-C22 Aromatic Hydrocarbons BRL 37.0 mg/kg dry l " Unadjusted C11 -C22 Aromatic BRL 37.0 mg/kg dry 1 " Hydrocarbons EPH Target PAH Analytes Prepared by method SW846 3545A Naphthalene BRL 184 ug/kg dry 1 " 2 -Methylnaphthalene BRL 184 ug/kg dry 1 " Acenaphthylene BRL 184 ug/kg dry 1 " Acenaphthene BRL 184 ug/kg dry 1 Fluorene BRL 184 ug/kg dry 1 Phenanthrene BRL 184 ug/kg dry 1 " Anthracene BRL 184 ug/kg dry 1 " Fluoranthene BRL 184 ug/kg dry 1 " Pyrene BRL 184 ug/kg dry 1 " Benzo (a) anthracene BRL 184 ug/kg dry 1 " Chrysene BRI, 184 ug/kg dry 1 Benzo (b) fluoranthene BRL 184 ug/kg dry 1 " Benzo (k) fluoranthene BRL 184 ug/kg dry 1 " Benzo (a) pyrene BRL 184 ug/kg dry t Indeno (1,2,3 -cd) pyrene BRL 184 ug/kg dry 1 " Dibenzo (a,h) anthracene BRL 184 ug/kg dry 1 " Benzo (g,h,i) perylene BRL 184 ug/kg dry 1 Surrogate: I-Chlorooctadecane 47.2 40-140% " Surrogate: Ortho-Terphenyl 63.9 40-140% " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 12 of 25 Sample Identification SS -2 Bottom SA14469-06 Client Project # Matrix Collection Date/Time Received 05-202129.00 Soil 25 -Jun -0411:55 26 -Jun -04 Analyte(s) Result *RDLVnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Extractable Petroleum Hydrocarbons EPH Target PAHAnalvtes Prepared by method SW846 3545A Surrogate: 2-Bromonaphthalene 69.7 40-140% +MADEP 5/2004 29 -Jun -04 29 -Jun -04 4061740 JD Rev. 1.1 Surrogate: 2-Fluorobiphenyl 70.3 40-140% " General Chemistry Parameters % Solids 82.9 % I SM2540 G Mod. 29 -Jun -04 29 -Jun -04 4061787 LN This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRI, = Below Reporting Limit Page 13 of 25 Sample Identification S-5 Sidewall Client Project # Matrix Collection Date/Time Received S SS -5 Sid w 05-202129.00 Soil 25 -Jun -04 12:45 26 -Jun -04 Analyte(s) Result *RDLUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds 128 ug/kg dry 50 " VOC Extraction Field extracted VPHAliphatic/Aromatic Carbon Ranges 50 C5 -C8 Aliphatic Hydrocarbons BRL 128 ug/kg dry C9 -C12 Aliphatic Hydrocarbons BRL 50 " C9 -C10 Aromatic Hydrocarbons BRI, 162 ug/kg dry Unadjusted C5 -C8 Aliphatic BRI, 1 " Hydrocarbons 1 162 ug/kg dry Unadjusted C9 -C12 Aliphatic BRL 1 " Hydrocarbons 1 162 ug/kg dry VPH Target Analytes 162 ug/kg dry 1 " Benzene BRL 162 ug/kg dry Ethylbenzene BRL " Methyl tert-butyl ether BRL Naphthalene BRL Toluene BRI, m,p-Xylene BRI, o -Xylene BRI, Surrogate: 2,5-Dibromotoluene (FID) 87.8 Surrogate: 2,5-Dibromotoluene (PID) 88.2 Extractable Petroleum Hydrocarbons EPH Aliphatic/Aromatic Ranges C9 -C18 Aliphatic Hydrocarbons BRI, C19-06 Aliphatic Hydrocarbons BRI, C11 -C22 Aromatic Hydrocarbons BRI, Unadjusted CI I -C22 Aromatic BRI, Hydrocarbons EPN Target PAH Analytes Naphthalene BRL 2 -Methylnaphthalene BRI, Acenaphthylene BRL Acenaphthene BRL Fluorene BRL Phenanthrene BRL Anthracene BRL Fluoranthene BRL Pyrene BRI, Benzo (a) anthracene BRI, Chrysene BRI, Benzo (b) fluoranthene BRL Benzo (k) fluoranthene BRI, Benzo (a) pyrene BRL Indeno (1,2,3 -cd) pyrene BRL Dibenzo (a,h) anthracene BRL Benzo (g,h,i) perylene BRI, Surrogate: I-Chlorooctadecane 53.8 Surrogate: Ortho-Terphenyl 63.1 N/A 1 VOC 28 -Jun -04 Prepared by method SW846 5030 Soil MS 1.92 mg/kg dry 50 +MADEP 5/2004 28 -Jun -04 Rev. 1.1 0.642 mg/kg dry 50 " 0.642 mg/kg dry 50 " 1.92 mg/kg dry 50 " 0.642 mg/kg dry 50 " Prepared by method SW846 5030 Soil MS 128 ug/kg dry 50 " 128 ug/kg dry 50 " 128 ug/kg dry 50 128 ug/kg dry 50 " 128 ug/kg dry 50 257 ug/kg dry 50 " 128 ug/kg dry 50 70-130 70-130 28 -Jun -04 4061735 LN VOC10 29 -Jun -04 4061702 SS VOC10 Prepared by method SW846 3550B 32.6 mg/kg dry 1 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 32.6 mg/kg dry 1 " 32.6 mg/kg dry 1 " 32.6 mg/kg dry 1 " Prepared by method SW846 3550B 162 ug/kg dry I " 162 ug/kg dry 1 " 162 ug/kg dry I " 162 ug/kg dry 1 " 162 ug/kg dry 1 " 162 ug/kg dry 1 " 162 ug/kg dry 1 " 162 ug/kg dry 1 " 162 ug/kg dry 1 " 162 ug/kg dry 1 162 ug/kg dry 1 162 ug/kg dry 1 " 162 ug/kg dry 1 162 ug/kg dry 1 162 ug/kg dry 1 " 162 ug/kg dry I " 162 ug/kg dry I " 40-140% " 40-140% " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRI, = Below Reporting Limit Page 14 of 25 Sample Identification SS -5 Sidewall Client Protect # Matrix Collection Date/Time Received 05-202129.00 Soil 25 -Jun -0412:45 26 -Jun -04 SA14469-07 Analyte(s) Result *RDL/Units Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Extractable Petroleum Hydrocarbons EPH Target PAH Analytes Prepared by method SW846 3550B Surrogate: 2-Bromonaphthalene 64.6 40-140% +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 Surrogate: 1-Fluorobiphenyl 65.5 40-140% " General Chemistry Parameters % Solids 83.9 % 1 SM2540 G Mod. 28 -Jun -04 29 -Jun -04 4061701 LN This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRI, = Below Reporting Limit Page 15 of 25 Sample Identification S-5 Bottom Client Project # Matrix Collection Date/Time Received S SS -5 Bottom 05-202129.00 Soil 25 -Jun -04 12:45 26 -Jun -04 Analyte(s) Result *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds 175 ug/kg dry VOC Extraction Field extracted VPH Aliphatic/Aromatic Carbon Ranges C5 -C8 Aliphatic Hydrocarbons BRI, C9 -C12 Aliphatic Hydrocarbons BRI, C9 -C 10 Aromatic Hydrocarbons BRL Unadjusted C5 -C8 Aliphatic BRL Hydrocarbons 50 Unadjusted C9 -C12 Aliphatic BRL Hydrocarbons +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG VPH Target Analytes Benzene BRL Ethylbenzene BRI, Methyl tert-butyl ether BRL Naphthalene BRI, Toluene BRL m,p-Xylene BRL o -Xylene BRL N/A 1 VOC 28 -Jun -04 Prepared by method SW846 5030 Soil MS 2.62 mg/kg dry 50 +MADEP 5/2004 28 -Jun -04 Rev. 1.1 0.873 mg/kg dry 50 " 0.873 mg/kg dry 50 " 2.62 mg/kg dry 50 " 0.873 mg/kg dry 50 " " Prepared by method SW846 5030 Soil MS 175 ug/kg dry 50 " 175 ug/kg dry 50 " 175 ug/kg dry 5o " 175 ug/kg dry 50 " 175 ug/kg dry 50 " 349 ug/kg dry 50 175 ug/kg dry 50 28 -Jun -04 4061735 LN vOC10 29 -Jun -04 4061702 SS vOC10 Surrogate: 2,5-Dibromotoluene (FID) 104 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 101 70-130% " Extractable Petroleum Hydrocarbons EPHAliphatic/Aromatic Ranges Prepared by method SW846 3550B C9 -C18 Aliphatic Hydrocarbons BRL 36.1 mg/kg dry 1 +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 C19-06 Aliphatic Hydrocarbons BRL 36.1 mg/kg dry 1 " CI I -C22 Aromatic Hydrocarbons BRI, 36.1 mg/kg dry 1 " Unadjusted Cl 1-C22 Aromatic BRI, 36.1 mg/kg dry 1 " Hydrocarbons EPH Target PAH Analytes Prepared by method SW846 3550B Naphthalene BRL 180 ug/kg dry 1 " 2 -Methylnaphthalene BRI, 180 ug/kg dry l " Acenaphthylene BRL 180 ug/kg dry I " Acenaphthene BRL 180 ug/kg dry 1 " Fluorene BRL 180 ug/kg dry 1 " Phenanthrene BRL 180 ug/kg dry 1 Anthracene BRL 180 ug/kg dry I " Fluoranthene BRL 180 ug/kg dry 1 Pyrene BRL 180 ug/kg dry I " Benzo (a) anthracene BRL 180 ug/kg dry 1 Chrysene BRL 180 ug/kg dry 1 " Benzo (b) fluoranthene BRL 180 ug/kg dry 1 Benzo (k) fluoranthene BRI, 180 ug/kg dry 1 " Benzo (a) pyrene BRL 180 ug/kg dry 1 " Indeno (1,2,3 -cd) pyrene BRL 180 ug/kg dry 1 " Dibenzo (a,h) anthracene BRL 180 ug/kg dry 1 " Benzo (g,h,i) perylene BRL 180 ug/kg dry 1 " Surrogate: 1-Chlorooctadecane 52.5 40-140% " Surrogate: Ortho-Terphenyl 62.7 40-140% " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 16 of 25 Sample Identification SS -5 Bottom Client Project # Matrix Collection Date/Time Received 05-202129.00 Soil 25 -Jun -0412:45 26 -Jun -04 SA 14469-08 Analyte(s) Result *RDL✓Units Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Extractable Petroleum Hydrocarbons EPH Target PAHAnalvtes Prepared by method SW846 3550B Surrogate: 2-Bromonaphthalene 71.2 40-140% +MADEP 5/2004 28 -Jun -04 29 -Jun -04 4061655 KG Rev. 1.1 Surrogate: 2-Fluorobiphenyl 71.2 40-140% " General Chemistry Parameters % Solids 77.3 % 1 SM2540 G Mod. 28 -Jun -04 29 -Jun -04 4061701 LN This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Lin -fit Page 17 of 25 Volatile Organic Compounds - Quality Control Duplicate (4061702-DUPI) Source: SA14469-01 Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 Spike Source %REC BRL RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4061702 - SW846 5030 Soil MS 0.00 50 C9 -C 10 Aromatic Hydrocarbons LCS Dup (4061702-BSDI) 0.331 mg/kg dry Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 n-Nonane 21.5 ug/kg wet 20.0 108 70-130 19.8 25 n -Pentane 21.1 ug/kg wet 20.0 106 70-130 20.3 25 1,2,4-Trimethylbenzene 19.4 ug/kg wet 20.0 97.0 70-130 0.514 25 2,2,4-Trimethylpentane 20.3 ug/kg wet 20.0 102 70-130 17.0 25 Surrogate: 2,5-Dibromotoluene (FID) 50.1 ug/kg wet 50.0 100 70-130 Benzene BRL Surrogate: 1,5-Dibromotoluene (PID) 50.4 ug/kg wet 50.0 101 70-130 50 Ethylbenzene Duplicate (4061702-DUPI) Source: SA14469-01 Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 C5 -C8 Aliphatic Hydrocarbons BRL 0.994 mg/kg dry 0.00 50 C9 -C12 Aliphatic Hydrocarbons BRL 0.331 mg/kg dry 0.00 50 C9 -C 10 Aromatic Hydrocarbons BRL 0.331 mg/kg dry 0.00 50 Unadjusted C5 -C8 Aliphatic BRI, 0.994 mg/kg dry 0.00 50 Hydrocarbons Unadjusted C9 -C 12 Aliphatic BRL 0.331 mg/kg dry 0.00 50 Hydrocarbons Benzene BRL 66.3 ug/kg dry BRL 50 Ethylbenzene BRL 66.3 ug/kg dry BRL 50 Methyl tert-butyl ether BRL 66.3 ug/kg dry BRL 50 Naphthalene BRL 66.3 ug/kg dry BRL 50 Toluene BRL 66.3 ug/kg dry BRL 50 m,p-Xylene BRL 133 ug/kg dry BRL 50 o -Xylene BRL 66.3 ug/kg dry BRL 50 Surrogate: 2,5-Dibromotoluene (FID) 51.1 ug/kg dry 50.0 102 70-130 Surrogate: 2,5-Dibromotoluene (PID) 50.5 ug/kg dry 50.0 101 70-130 Matrix Spike (4061702 -MSI) Source: SA14469-01 Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 Benzene 20.3 ug/kg dry 20.0 BRL 102 70-130 Ethylbenzene 20.0 ug/kg dry 20.0 BRL 100 70-130 Methyl tert-butyl ether 20.0 ug/kg dry 20.0 BRL 100 70-130 Naphthalene 20.8 ug/kg dry 20.0 BRL 104 70-130 Toluene 20.8 ug/kg dry 20.0 BRL 104 70-130 m,p-Xylene 41.9 ug/kg dry 40.0 BRL 105 70-130 o -Xylene 20.4 ug/kg dry 20.0 BRL 102 70-130 2-Methylpentane 18.4 ug/kg dry 20.0 BRL 92.0 70-130 n-Nonane 23.9 ug/kg dry 20.0 BRL 120 70-130 n -Pentane 22.4 ug/kg dry 20.0 BRL 112 70-130 1,2,4-Trimethylbenzene 20.2 ug/kg dry 20.0 BRL 101 70-130 2,2,4-Trimethylpentane 18.6 ug/kg dry 20.0 BRL 93.0 70-130 Surrogate: 2,5-Dibromotoluene (FID) 57.9 ug/kg dry 50.0 116 70-130 Surrogate: 2,5-Dibromotoluene (PID) 54.2 ug/kg dry 50.0 108 70-130 Matrix Spike Dup (4061702-MSDI) Source: SA14469-01 Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 Benzene 19.9 ug/kg dry 20.0 BRL 99.5 70-130 2.48 30 Ethylbenzene 19.8 ug/kg dry 20.0 BRL 99.0 70-130 1.01 30 Methyl tert-butyl ether 19.1 ug/kg dry 20.0 BRL 95.5 70-130 4.60 30 Naphthalene 17.2 ug/kg dry 20.0 BRL 86.0 70-130 18.9 30 Toluene 20.1 ug/kg dry 20.0 BRL 100 70-130 3.92 30 m,p-Xylene 39.9 ug/kg dry 40.0 BRL 99.8 70-130 5.08 30 o -Xylene 20.1 ug/kg dry 20.0 BRL 100 70-130 1.98 30 2-Methylpentane 18.4 ug/kg dry 20.0 BRL 92.0 70-130 0.00 30 n-Nonane 21.8 ug/kg dry 20.0 BRL 109 70-130 9.61 30 n -Pentane 17.1 ug/kg dry 20.0 BRL 85.5 70-130 26.8 30 1,2,4-Trimethylbenzene 19.9 ug/kg dry 20.0 BRL 99.5 70-130 1.50 30 2,2,4-Trimethylpentane 18.5 ug/kg dry 20.0 BRL 92.5 70-130 0.539 30 Surrogate: 1,5-Dibromotoluene (FID) 51.8 ug/kg dry 50.0 106 70-130 Surrogate: 2,5-Dibromotoluene (PID) 46.4 ug/kg dry 50.0 92.8 70-130 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 19 of 25 Extractable Petroleum Hydrocarbons - Quality Control Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4061655 - SW846 3550B Blank (4061655-BLK1) Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 C9 -C18 Aliphatic Hydrocarbons BRL 28.0 mg/kg wet C 19-C36 Aliphatic Hydrocarbons BRL 28.0 mg/kg wet CI I -C22 Aromatic Hydrocarbons BRL 28.0 mg/kg wet Unadjusted C I I -C22 Aromatic BRL 28.0 mg/kg wet Hydrocarbons Naphthalene BRL 139 ug/kg wet 2 -Methylnaphthalene BRL 139 ug/kg wet Acenaphthylene BRL 139 ug/kg wet Acenaphthene BRL 139 ug/kg wet Fluorene BRL 139 ug/kg wet Phenanthrene BRL 139 ug/kg wet Anthracene BRL 139 ug/kg wet Fluoranthene BRL 139 ug/kg wet Pyrene BRL 139 ug/kg wet Benzo (a) anthracene BRL 139 ug/kg wet Chrysene BRL 139 ug/kg wet Benzo (b) fluoranthene BRL 139 ug/kg wet Benzo (k) fluoranthene BRL 139 ug/kg wet Benzo (a) pyrene BRL 139 ug/kg wet Indeno (1,2,3 -cd) pyrene BRL 139 ug/kg wet Dibenzo (a,h) anthracene BRL 139 ug/kg wet Benzo (g,h,i) perylene BRL 139 ug/kg wet Surrogate: I-Chlorooctadecane 4830 ug/kg wet 6990 69.1 40-140 Surrogate: Ortho-Terphenyl 5040 ug/kg wet 6990 72.1 40-140 Surrogate: 2-Bromonaphihalene 4160 ug/kg wet 5590 74.4 40-140 Surrogate: 2-Fluorobiphenyl 4210 ug/kg wet 5590 75.3 40-140 LCS (4061655-BS1) Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 C9 -C18 Aliphatic Hydrocarbons 53.9 28.4 mg/kg wet 85.2 63.3 40-140 C19-06 Aliphatic Hydrocarbons 70.6 28.4 mg/kg wet 114 61.9 40-140 CI I -C22 Aromatic Hydrocarbons 145 28.4 mg/kg wet 241 60.2 40-140 Naphthalene 8410 142 ug/kg wet 14200 59.2 40-140 2 -Methylnaphthalene 8310 142 ug/kg wet 14200 58.5 40-140 Acenaphthylene 9230 142 ug/kg wet 14200 65.0 40-140 Acenaphthene 9460 142 ug/kg wet 14200 66.6 40-140 Fluorene 9670 142 ug/kg wet 14200 68.1 40-140 Phenanthrene 10900 142 ug/kg wet 14200 76.8 40-140 Anthracene 9940 142 ug/kg wet 14200 70.0 40-140 Fluoranthene 10600 142 ug/kg wet 14200 74.6 40-140 Pyrene 11000 142 ug/kg wet 14200 77.5 40-140 Benzo (a) anthracene 11500 142 ug/kg wet 14200 81.0 40-140 Chrysene 11900 142 ug/kg wet 14200 83.8 40-140 Benzo(b)fluoranthene 11600 142 ug/kg wet 14200 81.7 40-140 Benzo (k) fluoranthene 10900 142 ug/kg wet 14200 76.8 40-140 Benzo(a)pyrene 10400 142 ug/kg wet 14200 73.2 40-140 Indeno (1,2,3-cd)pyrene 9650 142 ug/kg wet 14200 68.0 40-140 Dibenzo (a,h) anthracene 9920 142 ug/kg wet 14200 69.9 40-140 Benzo (g,h,i) perylene 9370 142 ug/kg wet 14200 66.0 40-140 Surrogate: 1-Chlorooctadecane 5730 ug/kg wet 7100 80.7 40-140 Surrogate: Ortho-Tetphenyl 5300 ug/kg wet 7100 74.6 40-140 Duplicate (4061655-DUP1) C9 -C18 Aliphatic Hydrocarbons C19-06 Aliphatic Hydrocarbons CI I -C22 Aromatic Hydrocarbons Source:SA14437-01 759 32.1 mg/kg dry 548 32.1 mg/kg dry 365 32.1 mg/kg dry 28 -Jun -04 Analyzed: 29 -Jun -04 583 503 235 26.2 50 8.56 50 43.3 50 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 20 of 25 Volatile Organic Compounds - Quality Control LCS (4061702-BS1) Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4061702 - SW846 5030 Soil MS 44.7 mg/kg wet 40.0 112 Blank (4061702-BLKI) C9 -C 10 Aromatic Hydrocarbons 23.9 Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 C5 -C8 Aliphatic Hydrocarbons BRL 0.750 mg/kg wet Unadjusted C5 -C8 Aliphatic 259 C9 -C 12 Aliphatic Hydrocarbons BRL 0.250 mg/kg wet 70-130 Hydrocarbons C9 -C 10 Aromatic Hydrocarbons BRL 0.250 mg/kg wet mg/kg wet 250 Unadjusted C5 -C8 Aliphatic BRL 0.750 mg/kg wet 60.0 114 Hydrocarbons Hydrocarbons Unadjusted C9 -C 12 Aliphatic BRL 0.250 mg/kg wet 19.2 ug/kg wet Hydrocarbons 96.0 70-130 Ethylbenzene 19.0 Benzene BRL 50.0 ug/kg wet 70-130 Methyl tert-butyl ether Ethylbenzene BRL 50.0 ug/kg wet 106 70-130 Methyl tert-butyl ether BRL 50.0 ug/kg wet 20.0 108 Naphthalene BRL 50.0 ug/kg wet ug/kg wet 20.0 Toluene BRL 50.0 ug/kg wet 38.4 ug/kg wet m,p-Xylene BRL 100 ug/kg wet o -Xylene 19.3 o -Xylene BRL 50.0 ug/kg wet 70-130 2-Methylpentane Surrogate: 2,5-Dibromotoluene (FID) 47.0 ug/kg wet 50.0 94.0 70-130 Surrogate: 2,5-Dibromotoluene (PID) 46.3 ug/kg wet 50.0 92.6 70-130 LCS (4061702-BS1) Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 C5 -C8 Aliphatic Hydrocarbons 122 mg/kg wet 130 93.8 70-130 C9 -C12 Aliphatic Hydrocarbons 44.7 mg/kg wet 40.0 112 70-130 C9 -C 10 Aromatic Hydrocarbons 23.9 mg/kg wet 20.0 120 70-130 Unadjusted C5 -C8 Aliphatic 259 mg/kg wet 250 104 70-130 Hydrocarbons 25 Unadjusted C5 -C8 Aliphatic 274 mg/kg wet 250 Unadjusted C9 -C12 Aliphatic 68.6 mg/kg wet 60.0 114 70-130 Hydrocarbons Benzene 19.2 ug/kg wet 20.0 96.0 70-130 Ethylbenzene 19.0 ug/kg wet 20.0 95.0 70-130 Methyl tert-butyl ether 21.1 ug/kg wet 20.0 106 70-130 Naphthalene 21.7 ug/kg wet 20.0 108 70-130 Toluene 19.7 ug/kg wet 20.0 98.5 70-130 m,p-Xylene 38.4 ug/kg wet 40.0 96.0 70-130 o -Xylene 19.3 ug/kg wet 20.0 96.5 70-130 2-Methylpentane 17.9 ug/kg wet 20.0 89.5 70-130 n-Nonane 17.7 ug/kg wet 20.0 88.5 70-130 n -Pentane 17.3 ug/kg wet 20.0 86.5 70-130 1,2,4-Trimethylbenzene 19.5 ug/kg wet 20.0 97.5 70-130 2,2,4-Trimethylpentane 17.2 ug/kg wet 20.0 86.0 70-130 Surrogate: 1,5-Dibromotoluene (FID) 46.3 ug/kg wet 50.0 92.6 70-130 Surrogate: 2,5-Dibromotoluene (PID) 47.3 ug/kg wet 50.0 94.6 70-130 LCS Dup (4061702-BSDl) Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 C5 -C8 Aliphatic Hydrocarbons 136 mg/kg wet 130 105 70-130 11.3 25 C9 -C12 Aliphatic Hydrocarbons 40.4 mg/kg wet 40.0 101 70-130 10.3 25 C9 -C10 Aromatic Hydrocarbons 22.5 mg/kg wet 20.0 112 70-130 6.90 25 Unadjusted C5 -C8 Aliphatic 274 mg/kg wet 250 110 70-130 5.61 25 Hydrocarbons Unadjusted C9 -C12 Aliphatic 62.9 mg/kg wet 60.0 105 70-130 8.22 25 Hydrocarbons Benzene 19.2 ug/kg wet 20.0 96.0 70-130 0.00 25 Ethylbenzene 19.1 ug/kg wet 20.0 95.5 70-130 0.525 25 Methyl tert-butyl ether 20.0 ug/kg wet 20.0 100 70-130 5.83 25 Naphthalene 20.3 ug/kg wet 20.0 102 70-130 5.71 25 Toluene 19.3 ug/kg wet 20.0 96.5 70-130 2.05 25 m,p-Xylene 40.5 ug/kg wet 40.0 101 70-130 5.08 25 o -Xylene 20.7 ug/kg wet 20.0 104 70-130 7.48 25 2-Methylpentane 21.3 ug/kg wet 20.0 106 70-130 16.9 25 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 18 of 25 Extractable Petroleum Hydrocarbons - Quality Control Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4061655 - SW846 3550B Duplicate (4061655-DUPI) Source: SA14437-01 Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 2460 ug/kg dry 4010 61.3 40-140 Surrogate: 2-Bromonaphthalene 2800 ug/kg dry 3210 87.2 40-140 Unadjusted CI I -C22 Aromatic 396 32.1 mg/kg dry 237 50.2 50 QM -04 Hydrocarbons Naphthalene 767 160 ug/kg dry BRL 50 2 -Methylnaphthalene 438 160 ug/kg dry BRL 50 Acenaphthylene BRL 160 ug/kg dry BRL 50 Acenaphthene 1370 160 ug/kg dry BRL 50 Fluorene 1050 160 ug/kg dry BRL 50 Phenanthrene 6650 160 ug/kg dry 452 175 50 QM -04 Anthracene 1750 160 ug/kg dry BRL 50 Fluoranthene 4730 160 ug/kg dry 436 166 50 QM -04 Pyrene 4450 160 ug/kg dry 674 147 50 QM -04 Benzo (a) anthracene 2260 160 ug/kg dry 196 168 50 QM -04 Chrysene 2280 160 ug/kg dry 244 161 50 QM -04 Benzo (b) fluoranthene 1520 160 ug/kg dry 204 153 50 QM -04 Benzo (k) fluoranthene 1210 160 ug/kg dry BRL 50 Benzo (a) pyrene 1530 160 ug/kg dry BRL 50 Indeno (1,2,3 -cd) pyrene 651 160 ug/kg dry BRL 50 Dibenzo (a,h) anthracene BRL 160 ug/kg dry BRL 50 Benzo (g,h,i) perylene 627 160 ug/kg dry BRL 50 Surrogate:l-Chlorooctadecane 2350 ug/kg dry 4010 58.6 40-140 Surrogate: Ortho-Terphenyl 2460 ug/kg dry 4010 61.3 40-140 Surrogate: 2-Bromonaphthalene 2480 ug/kg dry 3210 77.3 40-140 Surrogate: 2-Fluorobiphenyl 2400 ug/kg dry 3210 74.8 40-140 Matrix Spike (4061655-MS1) Source: SA14437-01 Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 Naphthalene 4080 80.0 ug/kg dry 8020 BRL 50.9 40-140 Acenaphthene 4660 80.0 ug/kg dry 8020 BRL 58.1 40-140 Anthracene 4510 80.0 ug/kg dry 8020 BRL 56.2 40-140 Pyrene 5580 80.0 ug/kg dry 8020 674 61.2 40-140 Chrysene 5680 80.0 ug/kg dry 8020 244 67.8 40-140 n-Hexadecane 29200 ug/kg dry 8020 0.00 364 40-140 QM -02 n-Tetradecane 11900 ug/kg dry 8020 0.00 148 40-140 QM -02 n-Nonadecane 22800 ug/kg dry 8020 0.00 284 40-140 QM -02 n-Eicosane 26100 ug/kg dry 8020 0.00 325 40-140 QM -02 n-Octacosane 4000 ug/kg dry 8020 0.00 49.9 40-140 Surrogate: I-Chlorooctadecane 1960 ug/kg dry 4010 48.9 40-140 Surrogate: Ortho-Terphenyl 2510 ug/kg dry 4010 62.6 40-140 Surrogate: 2-Bromonaphthalene 2810 ug/kg dry 3210 87.5 40-140 Surrogate: 2-Fluorobiphenyl 2710 ug/kg dry 3210 84.4 40-140 Matrix Spike Dup (4061655-MSD1) Source: SA14437-01 Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 Naphthalene 4070 80.0 ug/kg dry 8020 BRL 50.7 40-140 0.394 50 Acenaphthene 4760 80.0 ug/kg dry 8020 BRL 59.4 40-140 2.21 50 Anthracene 4770 80.0 ug/kg dry 8020 BRL 59.5 40-140 5.70 50 Pyrene 6350 80.0 ug/kg dry 8020 674 70.8 40-140 14.5 50 Chrysene 5490 80.0 ug/kg dry 8020 244 65.4 40-140 3.60 50 n-Hexadecane 30700 ug/kg dry 8020 0.00 383 40-140 5.09 50 QM -02 n-Tetradecane 18000 ug/kg dry 8020 0.00 224 40-140 40.9 50 QM -02 n-Nonadecane 29600 ug/kg dry 8020 0.00 369 40-140 26.0 50 QM -02 n-Eicosane 39000 ug/kg dry 8020 0.00 486 40-140 39.7 50 QM -02 n-Octacosane 4400 ug/kg dry 8020 0.00 54.9 40-140 9.54 50 Surrogate: I-Chlorooctadecane 3050 ug/kg dry 4010 76.1 40-140 Surrogate: Ortho-Terphenyl 2460 ug/kg dry 4010 61.3 40-140 Surrogate: 2-Bromonaphthalene 2800 ug/kg dry 3210 87.2 40-140 Surrogate: 2-Fluorobiphenyl 2720 ug/kg dry 3210 84.7 40-140 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 21 of 25 General Chemistry Parameters - Quality Control Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4061701 - General Preparation Duplicate (4061701-DUPl) Source: SA14469-08 Prepared: 28 -Jun -04 Analyzed: 29 -Jun -04 % Solids 78.0 % 77.3 0.901 20 Batch 4061787 - General Preparation Duplicate (4061787-DUPl) Source: SA14469-06 Prepared & Analyzed: 29 -Jun -04 % Solids 83.0 % 82.9 0.121 20 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 22 of 25 Notes and Definitions QM -02 The RPD and/or percent recovery for this QC spike sample cannot be accurately calculated due to the high concentration of analyte inherent in the sample. QM -04 Visual evaluation of the sample indicates the RPD is above the control limit due to a non-homogeneous sample matrix. vext2 Field extracted VOC10 The VOC field preserved soil sample is not within the recommended 1:1 weight to volume ratio. This is based on SW846 methods 5030 and 5035. BRL Below Reporting Limit - Analyte NOT DETECTED at or above the reporting limit dry Sample results reported on a dry weight basis NR Not Reported RPD Relative Percent Difference + This method is not accredited by NELAC Laboratory Control Sample (LCS): A known matrix spiked with compound(s) representative of the target analytes, which is used to document laboratory performance. Matrix Duplicate: An intra -laboratory split sample which is used to document the precision of a method in a given sample matrix. Matrix Spike: An aliquot of a sample spiked with a known concentration of target analyte(s). The spiking occurs prior to sample preparation and analysis. A matrix spike is used to document the bias of a method in a given sample matrix. Method Blank: An analyte -free matrix to which all reagents are added in the same volumes or proportions as used in sample processing. The method blank should be carried through the complete sample preparation and analytical procedure. The method blank is used to document contamination resulting from the analytical process. Method Detection Limit (MDL): The minimum concentration of a substance that can be measured and reported with 99% confidence that the analyte concentration is greater than zero and is determined from analysis of a sample in a given matrix type containing the analyte. Reportable Detection Limit (RDL,): The lowest concentration that can be reliably achieved within specified limits of precision and accuracy during routine laboratory operating conditions. The RDL is generally 5 to 10 times the MDL. However, it may be nominally chosen within these guidelines to simplify data reporting. For many analytes the RDL analyte concentration is selected as the lowest non -zero standard in the calibration curve. Sample RDLs are highly matrix -dependent. Surrogate: An organic compound which is similar to the target analyte(s) in chemical composition and behavior in the analytical process, but which is not normally found in environmental samples. These compounds are spiked into all blanks, standards, and samples prior to analysis. Percent recoveries are calculated for each surrogate. Validated by: Hanibal C. Tayeh, Ph.D. Nicole Brown This laboratory report is not valid without an authorized signature on the cover page. "Reportable Detection Limit BRL = Below Reporting Limit Page 23 of 25 The following outlines the condition of all VPH samples contained within this report upon laboratory receipt. Matrix ❑ Aqueous ❑ Soil ❑ Sediment ❑ Other Containers ❑ Satisfactory ❑ Broken ❑ Leaking Sample Preservative Aqueous ❑ N/A ❑ pH<2 ❑ pH>2 Comment: Soil or Sediment ❑ N/A ❑ Samples not received in Methanol or air -tight container ml Methanol/g soil ❑ 1:1 +/-25% ❑ Other: ❑ Samples received in Methanol Covering Soil ❑ Sample received in air -tight container: Temperature ❑ Received on ice ❑ Recorded Temperature Were all QA/QC procedures followed as required by the VPH method? Yes No Were any significant modifications made to the VPH method as specified in section 11.3? No *see below Were all performance/acceptance standards for required QA/QC procedures achieved? Yes No * Yes, if PID and FID surrogate recoveries are listed as n/a, then that sample was run via GCMS using all QC criteria specified in the method The following outlines the condition of all EPH samples contained within this report upon laboratory receipt. Matrix ❑ Aqueous ❑ Soil ❑ Sediment ❑ Other Containers ❑ Satisfactory ❑ Broken ❑ Leaking Aqueous Preservative ❑ N/A ❑ pH<2 ❑ pH>2 ❑ pH adjusted to <2 in lab Comment: Temperature ❑ Received on ice ❑ Recorded Temperature Were all QA/QC procedures followed as required by the EPH method? Yes No Were any significant modifications made to the EPH method as specified in Section 11.3? No Were all performance/acceptance standards for required QA/QC procedures achieved? Yes No I attest that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Authorized by: Hanibal C. Tayeh, Ph.D. President/Laboratory Director This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 24 of 25 MADEP MCP ANALYTICAL METHOD REPORT CERTIFICATION FORM MADEP RTN': Matrix ❑ Groundwater ❑ Soil/Sediment ❑ Drinking Water ❑ Other ❑ 8260B ❑ 8151A ❑ 8330 ❑ 6010B ❑ 7470A/lA MCP SW -846 Methods Used ❑ 8270C ❑ 8081A ❑ VPH ❑ 6020 ❑ 9014M 2 ❑ 8082 ❑ 8021B ❑ EPH ❑ 7000S 3 ❑ 7196A 1 List Release Tracking Number (RTN), if known 2 M - SW -846 Method 9014 or MADEP Physiologically Available Cyanide (PAC) Method 3 S - SW -846 Methods 7000 Series List individual method and analyte An affirmative response to questions A, B, C and D is required for "Presumptive Certainty" status Were all samples received by the laboratory in a condition consistent with that described on the A 11 Yes El No Chain of Custody documentation for the data set? Were all QA/QC procedures required for the specified analytical method(s) included in this report B followed, including the requirement to note and discuss in a narrative QC data that did not meet ❑ Yes ❑ No appropriate performance standards or guidelines? Does the analytical data included in this report meet all the requirements for "Presumptive C Certainty", as described in Section 2.0 of the MADEP document CAM VII A, "Quality Assurance ❑ Yes ❑ No and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data"? VPH and EPH methods only: Was the VPH or EPH method run without significant modifications, D ❑Yes 11 No as specified in Section 11.3? A response to questions E and F below is required for "Presumptive Certainty " status E Were all QC performance standards and recommendations for the specified methods achieved? ❑ Yes ❑ No F Were results for all analyte -list compounds/elements for the specified method(s) reported? ❑ Yes ❑ No All negative responses are addressed in a case narrative on the cover page of this report. I, the undersigned, attest under the pains and penalties of perjury that, based upon my personal inquiry of those responsible for obtaining the information, the material contained in this analytical report is, to the best of my knowledge and belief, accurate and complete. Hanibal C. Tayeh, Ph.D. President/Laboratory Director Date: 6/29/2004 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 25 of 25 RELEASE ABATEMENT MEASURE PLAN BROOKS SCHOOL 1 160 GREAT POND ROAD NORTH ANDOVER, MA PREPARED FOR: BROOKS SCHOOL '1 160 GREAT POND ROAD NORTH ANDOVER, MA FILE No. 202129.00 DOCUMENT NO. 05-04-281 JUNE, 2004 PREPARED BY: ID 607 NORTH AVE. SUITE 11 WAKEFIELD, MA 01 880 FAX: 781.246.8950 WWW.ECSCONSULT.COM C TABLE OF CONTENTS O RECEIVED JUN 2 5 2004 BUILDING DEP`. C SECTION PAGE n U 1.0 INTRODUCTION...................................................................................................................1 1.1 PURPOSE......................................................................................................................... 1 1.2 SITE IDENTIFICATION ....................................... :.................. ........................................... 2 1.3 PROJECT HISTORY.......................................................................................................... 2 R1.4 NEW RELEASE................................................................................................................ 3 U 1.4.1 Summary of Construction Work 3 2.0 STANDARD RAM PLAN INFORMATION....................................................................... 4 j1 2.1 PERSON CONDUCTING THE RAM [40.0444(1)(A)]......................................................... 4 [�JJ 2.2 DESCRIPTION OF RELEASE, SITE CONDITIONS AND SURROUNDING RECEPTORS [40.0444(1)(B)].................................................................................................................... 4 2.2.1 Description of Release and Site Conditions _ 4 2.2.2 Surrounding Receptors 4 3.0 SPECIFIC RAM PLAN [40.0444(1)(C)1............................................................................... 5 3.1 OBJECTIVES OF THE RAM PLAN..................................................................................... 5 3.2 SPECIFIC PLAN................................................................................................................ 5 3.2.1 Specific RAM Plan 5 3.2.2 RAM Monitoring 5 3.3 IMPLEMENTATION SCHEDULE [40.044(1)(C)]................................................................. 6 3.4 DESCRIPTION OF REMEDIATION WASTE AND WASTE MANAGEMENT [40.0444(t)(D)] .. 6 3.5 ENVIRONMENTAL MONITORING [40.0444(1)(E)]........................................................... 6 3.6 SITE SPECIFIC HEALTH AND SAFETY PLAN................................................................... 7 3.7 PERMITS [40.0444(1)(F)] ...................... :......................................................................... 7 3.8 LICENSED SITE PROFESSIONAL [40.0444(1)(G)]............................................................. 7 4.0 PUBLIC INVOLVEMENT.................................................................................................... 8 C 5.0 STATEMENT OF FINANCIAL STABILITY [40.0442(4)] ............................................... 9 5.1 METHODOLOGY.............................................................................................................. 9 f 5.2 GENERAL LIMITATIONS................................................................................................ 9 5.3 SPECIFIC CONDITIONS OF THE RAMIP..LAN..................................................................... 9 5.4 RELIANCE....................:.................................................................................................. 9 O RECEIVED JUN 2 5 2004 BUILDING DEP`. C CBrooks School ECS ID #05-202129.00 RAM Plan. June 2004 a1160 Great Pond Road, North Andover, MA Page: 1 E 1.0 INTRODUCTION Environmental Compliance Services, Inc. (ECS) has prepared a Release Notification Form (BWSC-103) a and this Release Abatement Measure (RAM) Plan for the Brooks School located at 1160 Great Pond Road in North Andover, Massachusetts (the Site). The Site is currently undergoing construction activities related to the building of a new athletic facility. A a previous maintenance building on the Site has been demolished and an approximately 65,000 square foot structure is currently being constructed on the property. Erland Construction (Erland) has been ^. performing the construction activities. On May 17, 2004, during excavation activities, Erland encountered petroleum -impacted soil and groundwater contamination in an area located just south of the hockey rink service bay door. The area is located immediately adjacent to the Zamboni maintenance garage within the hockey rink building and the existing pad -mounted transformer. This contamination may be related to a former #2 fuel oil underground storage tank (UST). ECS was notified on May 18, 2004 and was contracted to monitor and test soils from that portion of the property. ECS conducted a site visit on May 18, 2004. See Section 1.3 for a summary of Site conditions and analytical results. n On June 11, 2004, during excavation activities, Erland encountered two more areas with petroleum - impacted soil and groundwater contamination. The areas were located just south of the hockey rink service bay door and at the northwest corner along the hockey rink concrete foundation. ECS was notified on June 14, 2004 and was contracted to monitor and test soils from that portion of the property. ECS performed oversight of test pitting activitiesfon June 14, 2004. See Section 1.3 for a summary of Site conditions and analytical results. ECS has prepared this RAM to address soil and groundwater within this area during construction activities. An attached Release Notification Form (RNF) and this RAM Plan are being submitted to continue the construction of a building in a contaminated area in accordance with Massachusetts Department of Environmental Protection (DEP) Policy No. WSC-00-425. Refer to Figure 1 (Site Location Map) for the location of the Site in relation to surrounding topography and drainage. Refer to Figure 2 (Site Plan) for the location of pertinent Site features. 1.1 PURPOSE n DEP regulations set forth in the Massachusetts Contingency Plan ("MCP," 310 CMR 40.0000) require Lsubmittal of an RNF to notify the DEP of exceedances of the DEP notification limits and a RAM Plan to continue response actions at a disposal site after DEP notification. The MCP details specific RAM requirements at 310 CMR 40.0440 through 40.0448. O Theur ose of this RAM is to eliminate potential exposure to human health from petroleum P P contamination identified at the Site as a result of construction of an athletic center building at a private .school, and to avoid or eliminate impacts to public safety and welfare and the environment. It should be noted that while this release is at a private school adjacent'to an ice rink, it is greater than 30' away from any occupied structures (classrooms or residences) and as such should not be considered an imminent hazard or create a Critical Exposure Pathway (CEP) or Substantial Release Migration (SRM) condition. C C CBrooks School ECS ID #05-202129.00 RAM Plan June 2004 C1160 Great Pond Road, North Andover, MA Page: 2 1.2 SITE IDENTIFICATION D Figure I (Site Location Map) depicts the location of the Site in relation to surrounding topography and D drainage. The Site is located outside of the west and south walls of the Brooks School's ice rink. The intent is to construct a larger athletic center building connected to the rink. ' D1.3 PROJECT HISTORY The Site is currently undergoing construction activities related to the building of a new athletic facility. A previous maintenance building on the Site has been demolished and an approximately 65,000 square foot D structure is currently being constructed on the property. Erland Construction (Erland) has been performing the construction activities. COn May 17, 2004, during excavation activities, Erland encountered potential soil and groundwater contamination in an area located just south of th% hockey rink service bay door. The area is located immediately adjacent to the Zamboni maintenance garage within the hockey rink building and the existing pad -mounted transformer. This contamination may be related to a former #2 fuel oil UST. ECS was notified on May 18, 2004 and was contracted to monitor and test soils from that portion of the property. ECS conducted a site visit on May 18, 2004. During the site visit, a sheen was present on the C water and a petroleum odor was evident. Groundwater was located at a depth of approximately 4 to 5 feet below ground surface (ft bgs). Soil jar headspace readings were performed for the soil from each of the test pits. The soil jar headspace readings collected from test pit TP -1 ranged from 140-156 parts per million per volume (ppmv) total organic vapors (TOVs) measured as benzene equivalents. Soil jar headspace readings for test pits TP -2 and TP -3 were 0.286-0.3 ppmv TOVs and 40-48 ppmv TOVs, respectively. It should be noted that while the headspace readings at TP -1 exceed 100 ppmv TOVs, these test pits were not completed as part of an underground storage tank removal activity. ECS collected soil samples from the test pits (TP -1, TP -2 and TP -3) and submitted the samples for �+ extractable petroleum hydrocarbon (EPH) and volatile petroleum hydrocarbon (VPH) analysis at a Massachusetts -certified laboratory. One soil sample from TP -1, near an adjacent transformer pad, was Dalso submitted for polychlorinated biphenyl (PCB) analysis. Soil from test pits TP -1, TP -2 and TP -3 did not exceed reportable concentrations for EPH or VPH compounds. Also, no PCB compounds were detected in the soil sample from TP -1 near the transformer pad. O On June 11, 2004, during excavation activities, Erland encountered two more areas with potential soil and groundwater contamination. The areas were located just south of the hockey rink service bay door and at the northwest corner along the hockey rink concrete foundation. ECS was notified on June 14, 2004 and was contracted to monitor and test soils from that portion of the property. ECS performed oversight of test pitting activities on June 14, 2004. During the test pitting, a sheen was present in TP -4, TP -5 and TP - 7 on the water and a slight petroleum odor was also evident. Groundwater was located at a depth of approximately 2 to 5 feet below ground surface (ft bgs). Soil was visibly stained just above the groundwater table. C C CBrooks School ECS ID #05-202129.00 RAM Plan June 2004 C1160 Great Pond Road, North Andover, MA Page: 3 The soil jar headspace readings collected from test pit TP -4 ranged from 96.6-102 ppmv TOVs measured as benzene equivalents. Soil jar headspace readings for test pits TP -5, TP -6 and TP -7 ranged from 15- 25.2 ppmv TOVs. The soil jar headspace readings collected from test pit TP -8 was 0 ppmv TOVs. ECS collected soil samples (TP -4, TP -5, TP -6 and TP -7) and groundwater samples (TP -4, TP -5 and TP - 7) and submitted the samples for EPH and VPH analysis at a Massachusetts -certified laboratory. A groundwater sample from TP -4 contained a film of�ighter-than-water non -aqueous phase liquid (LNAPL) O and was analyzed for volatile organic compounds(VOCs) and the LNAPL was analyzed for Petroleum Fingerprint Identification GC/FID analysis. The fingerprint indicated that the .LNAPL was No. 2 fuel oil. The EPH/VPH analysis for this groundwater sample confirm this identification (refer to Table 2). OIn test pits TP -4 and TP -5, C9 -C18 Aliphatic (1,720 and 2,780 mg/kg) and C11 -C22 Aromatic Hydrocarbons (762 and 820 mg/kg) were detected in concentrations above the RC S-1 reportable concentrations. Additionally in test pit TP -5 C19 -C36 Aliphatic Hydrocarbons (2,890 mg/kg) were detected in t concentrations above RC S-1 reportable concentrations triggering a 120 -day DEP notification condition. C C9 -C12 aliphatic hydrocarbons, C9 -C10 aromatic hydrocarbons, C9 -C18 aliphatic hydrocarbons, C19 -C36 aliphatic hydrocarbons, C11 -C22 aromatic hydrocarbons, and fluorine, phenanthrene and pyrene were detected in the water sample from Test pit TP -4 at concentrations of 28.8 milligrams per liter (mg/1), 20.8 mg/l, 107,000 mg/l, 26,600 mg/l, 32,300 mg/l, 49,900 micrograms per liter (gg/1), 62,600 ug/1 and 28,200 ug/l respectively. Each of these compounds detected in the water sample exceeded the RC GW -2 groundwater standards, triggering a 120 -day DEP notification condition. Total petroleum hydrocarbons (Fuel Oil 92), C9 -C18 aliphatic hydrocarbons and phenanthrene all exceeded the Upper Concentration CLimit (UCL) for groundwater at TP -4. C9 -C12 aliphatic hydrocarbons, and C9 -C10 aromatic hydrocarbons were found to exceed RC GW -2 standard in test pit TP -5 and, C9 -C18 aliphatic hydrocarbons were found to exceed RC GW -2 standards in test pits TP -5 and TP -7. n The test pit soil and groundwater analytical data is summarized in Tables I through 2 and laboratory LI certificates are included as Appendix A. C1.4 NEw RE, LEASE 1.4.1 Summary of Construction Work Erland is currently constructing an athletic facility, approximately 65,000 square feet in size, and is in the process of grading and foundation construction. As part of the site development, Erland will be excavating soil in association with the foundation construction and grading activities in the area of the building footprint. Dewatering activities in support of the soil excavation may be necessary in the vicinity of the petroleum contaminated soil. An attached Release Notification Form (RNF) and this RAM Plan have been submitted in order to continue the construction of the proposed building in accordance with 310 CMR 40.0440 and consistent- with DEP Policy #WSC-00-425 (Construction of Buildings in Contaminated Areas, dated January 2000). C c C J C C LI Brooks School ECS ID #05-202129.00 RAM Plan June 2004 1160 Great Pond Road, North Andover, MA Page: 4 2.0 STANDARD RAM PLAN INFORMATION 2.1 PERSON CONDUCTING THE RAM [40.0444(1)(A)] Name: Address: Telephone Number: Relationship to Site: Brooks School (contact is Mr. John Trovage) 1160 Great Pond Road North Andover, MA 01845 (978) 725-6280 Director of Facilities 2.2 DESCRIPTION Or RELEASE, SITE CONDITIONS AND SURROUNDING RECEPTORS [40.0444(1)(B)] 2.2.1 Description of Release and Site Conditions The Site is a private school located on Great Pond Road in North Andover, Massachusetts. An C ice rink building currently exists at the Site and the new athletic facility is proposed to connect to this building. Construction activities are on-going on the property. During building construction, while conducting excavation and grading activities, residual petroleum hydrocarbons were detected during construction excavation. The petroleum was identified as residual No. 2 fuel oil and found in excavations south and west of the ice rink. Construction activities were halted in this area, eight test pits were excavated, soil and water samples were collected from selected test n pits. Based on the analytical results, Reportable Concentrations (RCs) were exceeded and a Lrelease notification was required. Further excavation work would need to be performed as a Release Abatement Measure. C2.2.2 Surrounding Receptors The Site is located in a rural section of North Andover and is surrounded by mostly residential properties. Several buildings containing classrooms exist upgradient of the Site. The hockey rink building is immediately adjacent to the location of impacted soil and groundwater. A vegetative wetland lies on the eastern and northern boundary of the site. C C Ell F u c c Brooks School ECS ID #05-202129.00 RAM Plan June 2004 1160 Great Pond Road, North Andover, MA Page: 5 a 3.0 SPECIFIC RAM PLAN [40.0444(1)(C)] 3.1 OBJECTIVES OF THE RAM PLAN OThe objectives of the RAM are to remove and properly dispose of soils/materials, and cleanup impacted groundwater, which exceed Reporting Concentrations, and eliminate the levels of contamination and a future exposure to workers, protect the public health, safety and welfare, and environment, and allow completion of the proposed construction activities. 3.2 SPECIFIC PLAN CThe proposed RAM will include additional assessment activities to complete a "focused site characterization" beneath or adjacent to the proposed athletic facility building, remove contaminated OHM -containing soil and groundwater materials from beneath or adjacent to the proposed building, and transport and disposal of Remediation or Hazardous Waste soil and contaminated groundwater. In addition, the following activities will be undertaken: C • A focused risk assessment; and • A focused feasibility study. Due to the exceedence of an Upper Concentration Limit (UCL) in the groundwater at TP -4, a formal Phase III feasibility study will Cbe conducted per DEP Policy WSC-00-425 and submitted separately to DEP. 3.2.1 Specific RAM Plan ECS anticipates the following activities: • Excavation of up to a total of 1,500 cy of petroleum -impacted soil at the Site. All residual soil contamination will be first excavated in the area which lies �I underneath the building footprint proposed for the construction of the new athletic facility; a • All residual soil contamination at the Site that does not underlie the footprint of the new building will be removed subsequently at a later date; • Soils will be segregated according to jar headspace screening methods. All soils containing residual petroleum cor�Iamination (greater than 10 ppmv TOVs) will Qbe stockpiled on -Site for off -Site disposal. Stockpiles containing petroleum impacted soils are required to have a plastic sheet placed beneath them and a plastic sheet anchored on top of them when not in use; • All petroleum impacted soil, or remediation waste, will be transported off -Site to a licensed treatment, landfill, or recycling facility for disposal; and • Dewatering may need to occur to allow soil removal near the groundwater table, Q and also for limited source removal of contaminated groundwater, via the use of a vacuum truck. All groundwater removed from soil excavations will be hauled off-site as remediation waste for treatment at a licensed disposal facility. 3.2.2 RAM Monitoring a ECS will monitor during response actions to verify residual contamination and will include the following: I C C G I El C Brooks School ECS ID #05-202129.00 RAM Plan June 2004 1160 Great Pond Road, North Andover, MA Page: 6 • ECS will screen soil samples using a photoionization detector (PID) for the presence of total volatile organic vapors (TVOVs) during excavation dewatering, and treatment activities approximately every hour, and for every 20 cubic yards of soil sent off-site. The results of soil screening will be provided in a RAM Completion or Status Report; • ECS will collect additional soil and groundwater samples to further define the extent of residual contamination at the Site. The samples will be submitted for EPH and VPH analysis. The results of all soil and groundwater analyses will be summarized in a RAM Completion Report and analytical reports will also be provided as an appendix. 3.3 IMPLEMENTATION SCHEDULE [40.044(1)(C)] ECS will immediately implement the proposed RAM activities. Per 310 CMR 40.0445, the MCP requires submittal of a RAM Status Report within 120 days of submittal of the RAM Plan, and every six months thereafter for the duration of the RAM. 3ADESCRIPTION Or REMEDIATION WASTE AND WASTE MANAGEMENT [40.0444(1)(D)] Soil excavated during RAM activities will be either temporarily stockpiled on-site or transported immediately to a recycling facility. If soil is stockpiled at the Site, soil will be placed on plastic and covered with plastic in accordance with DEP soil policies for later off-site recycling. Contaminated soil and groundwater, as needed, will be transported from the Site under Bill of Lading (BOL) protocol to a recycling or disposal facility. A copy of the BOL will be provided to the DEP with the RAM Completion Report. 3.5 ENVIRONMENTAL MONITORING [40.0444(1)(E)] ECS will screen soil samples using a photoionization detector (PID) for the presence of total volatile organic vapors (TVOVs) during assessment and remediation activities. The results of soil screening will be provided in a RAM Completion or Status Report. Other monitoring which will be conducted during response actions will include the following: • Screen soil samples during excavation activities approximately every five to ten cubic yards and segregate soil in the field. The results of soil screening will be provided in a RAM Completion Report; • Collect stockpile soil samples. Soil samples will be collected from the petroleum -impacted stockpile, and will be submitted for laboratory analysis. Post -excavation soil samples will be submitted to a state certified laboratory for analysis of EPH and VPH. These results will be used to determine off -Site disposal options; • Collect post -excavation soil samples. Soil samples will be collected from the excavation sidewalls and bottom, and will be submitted for laboratory analysis. Brooks School ECS ID #05-202129.00 RAM Plan June 2004 C1160 Great Pond Road, North Andover, MA Page: 7 n Post -excavation soil samples will be submitted to a state certified laboratory for analysis of EPH and VPH; and a Collect groundwater samples. Groundwater samples will be collected from the impacted area in order to monitor concentrations of petroleum constituesnts. Temporary monitoring wells will be installed subsequent to soil excavation activities. Groundwater samples will be submitted to a state certified laboratory for analysis of EPH and VPH. The results of soil and groundwater analyses will be summarized in a RAM Completion Report and 0 analytical reports will also be provided as an appendix. 3.6 SITE SPECIFIC HEALTH AND SAFETY PLAN ECS has prepared a Site -Specific Health and Safety Plan (HASP) for the Site. -All activities related to this RAM Plan will be performed in accordance with the HASP. Furthermore, all ECS employees performing field activities are required to have completed 40 -hour OSHA training. 3.7 PERMITS [40.0444(1)(F)] L' State and federal permits should not be required to conduct the proposed RAM activities. If a temporary discharge permit is needed for groundwater treatment and discharge on -Site, this will be obtained prior to commencement of RAM activities. 3.8 LICENSED SITE PROFESSIONAL [40.0444(1)(G)] Section J of the accompanying form BWSC-106 provides the seal and signature of Mr. Michael A. Penzo (LSP #3606) of ECS, who approved this RAM Plan. 11 C C C Brooks School ECS ID #05-202129.00 RAM Plan June 2004 1160 Great Pond Road, North Andover, MA Page: 8 4.0 PUBLIC INVOLVEMENT In accordance with 310 CMR 40.1403(3)(d), letters notifying the Town of North Andover Chief Municipal Officer (City Manager) and Board of Health, will be submitted immediately to implement the RAM activities. Copies of the notification letters are attached as Appendix B. I I OBrooks School ECS ID #05-202129.00 RAM Plan June 2004 1110 Great Pond Road, North Andover, MA Page: 9 l_J 5.0 STATEMENT OF FINANCIAL STABILITY [40.0442(4)] C Brooks School will be financing response actions including excavating, testing, stockpiling, and re - emplacing or transporting soil to an appropriate facility. Limitations & Conditions 5.1 METHODOLOGY ECS prepared this RAM Plan in conformance with the requirements of the MCP, specifically 310 CMR (� 40.0444. U 5.2 GENERAL LIMITATIONS ECS prepared this RAM Plan to address MCP and DEP requirements regarding environmental conditions at the subject Site in accordance with generally accepted engineering and hydrogeologic practices. ECS C makes no other warranty, express or implied. ECS cannot provide absolute assurance that we have identified any and all recognized environmental conditions at the Site. 5.3 SPECIFIC CONDITIONS OF THE RAM PLAN Where ECS included visual observations in the report, they represent conditions visibly and/or physically C observed at the time of the inspection, or verified through interviewing or by records review, and may not be indicative of past or future site conditions. ECS based the contents of this RAM Plan, in part, on information provided by third parties, including C state and local officials. ECS assumes no responsibility for the accuracy and completeness of this information. 5.4 RELIANCE ECS prepared this RAM Plan for the sole use of Brooks School, its successors and assigns. ECS does not Cauthorize use of this information by others for any reason, except with our prior written consent. C I C C C C i D i Y i D D e i r Environmental Compliance Services, Inc. GOT North Avenue, Wakefield, MA 01880 SITE LOCUS ecs Phone (781)-246-8897 Fax (781)-246-8950 www.eesconsult.com Figure: I I L Brooks School 1160 Great Pond Road North Andover, MA 01848 Job Number: 05-202129.00 N HoveV R Pond_ _/7 C ` ' 112 Mile _3 t `i 0, 01\ 4 V V V\ t I . . . ..... . C 1 'NA fN 1/2 0 1 Mile 1 Inch = 1500 feet Contour Interval. 3 Meters KoH4 Base Map: U.S. Geological Survey; Quadrangle Location: LAWRENCE, MA EUTM Coordinates. 190329075 East/ 4730398 North EMap Edited: 1987 Abp Revised: NONE Generated By. JDD Ci C \ TP -2 C TP -4 TP -1 Legend Approximate Property Line Sanitary Sewer Line Storm Sewer Una Water Line Natural Gas Line Overhead Elactrlc Line ® V � / Catchbosin / Water Gate `y0 \ " Vc TP -2 C TP -4 TP -1 Legend Approximate Property Line Sanitary Sewer Line Storm Sewer Una Water Line Natural Gas Line Overhead Elactrlc Line ® Manhole ® Catchbosin Water Gate Fire Hydrant Vc Utility Pole p Sol Boring Monitoring Wall That Pit General Notes: All locations, dimensions, and property lines depleted on this plan are approximate. This plan should not be used for construction or land conveyance purposes. ear North A01e0 no u North Andover, Massachusetts SM PLAN I""" Brooks School I I JDD I -- I JW I MP 1 11-30' 1June 2004105-2021291 2 L r C C A C C C w w c i r m N TABLES �O Ot 0 O > N t O . G s ui N c a 1- 00 0 f" Q O r m Z U C C d CL n a O 0 J O owl. M J -am MJ J 0000000 J J J J J N N n n 0 0 0 0 0 0 0 0 0 0 0 J) 0 0 J J 0 0 J J 0 0 �.. � m a V m Oi m mm(D m CO m •Q N .- m m m m m m m m m m mmmmmm m b m O �' J V O,-ii0� J J J OOO�n000 J C', J J J --0-- In N naom m T J 0000000 J J J J J J m00000000 J J J J J J J J p', F 10 m uJ N m m m m m m m m M m m m m m O m m N m m m m m m m m N o O J 00000000 J J J J J J J y J J J J J J J J 0 O vi CO N OV m v p 0000000 mmmmmmm Icm N:. N NN m m m m m m m m m rn00000000 m m m m m m m m m m p, a O O� m nj O n OI vi 04 O J J 0000000 J J J J J N N nNmm N V J OOOOmnOOmOOOOOOOO J J J p M J Nmm -J 10 N ) J J J J J J J t0 O> -TCM mmmmmmm m m m m m N n n m m m m I m m m mmm m m n7 Q O J J 00000 J J J J J 0000000 J J J J J J J 0000 J J J 00000000000000000 J J J J J J J J J J J J J J J J � mmmmm mmmmmmm mmmm mmmmmmmmmmmmmmmmm c N d O J J 000on JJ J J J 00cocoa J J J J J J J 0000 J J J 0000000000000000❑ J J J J J J J J J J J J J J J J mmmmm mmmmmmm mmmm mmmmmmmmmmmmmmmmm C O J n O m J 0 O 04 J J O O J N O N J J O O J O m J 0 J J 0 0 J 0000 J J J J 0 J J 0 0 J J 0 0 J J 0 0 J J 0 0 J J 0 0 J J 0 0 CO vi vim — m m m m m m m n m m mW m m m m m m m m m m m m CO m m CO d to O CL 08081000 opo 0 0 0 0 0 0000000000 000000000 0 0 O 0 O 0 d ¢ C O poo¢¢ o ,� o poo000 p o poo¢ ,q p p O 0 O O 0 0 O O 0 0 p o 0 p 0 o O OOOOOOp O Q O o 0 0 p 0 0 d f V O N m Z Z 0 0 6000000 � O O N 0 0 CO p 0 0 �fl N 0 O �O N 10 z CIS 00000000, O O O B O O NN N O ON .- N o o rn n o N fn O U U HIM d a C c 000 0 0 0 0 0O� CL 0$ p 000 p000 g 00 0086 0 0p0p0 p 0000 pOOO0 0 R CO Z Z O 0 000 N — N N Z 0 0,00 O N n n 0 �fj G mMNN OO0OO Cl O O U o U � E m C CC) 0 C y C W c0 -- W Oti^- 'n E C N C O -ed d N fC L U O C 2 O � a m O C O-n .>d Cc:VCoOU' C O a C O C G QdrO. o O E DoE m EnCL� U� U NU W02.0 O O � ¢ C 0R�� 0 V, W Q 0 ¢mN ._LOU -M u C 7=V Q ND CNO> d y dN> N 'm(aN yUdIpI E =O «O—¢ 4) U iU X m E U U EU S d C ENNO .L n dVyd O E O ¢¢E O d N Q C d C Cl! O¢¢ O d Q O. ¢ N m O]] d C d— d D t C C Q N d O M U Cy, J U' d L L W C W d W C d t0 O d y O O O O N O C W E D N E d d Y U U U W W W C L« d 0 r X U R U M p� W~ W U L C? N L N N D ". C N n C 0 II 10 Z m C \y _ N jp LUUUD�Sm O) C C f•• d w2zi- W E O'�LUUUO=Z C N¢¢�O_¢LL.dmUmmm _ d d d d COmZ d N �Y II J 9 d >Q > wQ w �Ezmmmw d CL l� .Ip �a M i t I� C c C C C C TABLE 2 Brooks School North Andover Test Pit Groundwater Samples Analyte MCP GW -1 Reportable Concentrations MCP GW -2 Reportable Concentrations TP -4 TP -5 TP -7 Date 6/14/04 6/14104 6/14104 Volatile Petroleum Hydrocarbon Aliphatic/Aromatic Ranges (mg/1) C5 -C8 Aliphatic Hydrocarbons 0.4 1 BDL BDL BDL C9 -C12 Aliphatic Hydrocarbons 1 18, 0.105 C9 -C10 Aromatic Hydrocarbons 0.2 4 =08, `. " � 0.0933 Unadjusted C5 -C8 Aliphatic Hydrocarbons NA NA BDL BDL BDL Unadjusted C9 -C12 Aliphatic Hydrocarbons NA NA 49.6 25.0 0.198 Volatile Organic Compounds u Acetone 3,000 50,000 BDL NA NA Acrylonitrile 10,000 100,000 BDL NA NA Benzene 5 2,000 BDL NA NA Bromobenzene 1,000 10,000 BDL NA NA Bromochloromethane NA NA BDL NA NA Bromodichloromethane 5 50,000 BDL NA NA Bromoform 5 800 BDL NA NA Bromomethane 2 2 BDL NA NA 2-Butanone MEK 400 50,000 BDL NA NA n-Butylbenzene NA NA 8DL NA NA sec -But lbenzene NA NA 115 NA NA tert-But (benzene 1,000 10,000 BDL NA NA Carbon disulfide 1,000 10,000 BDL NA NA Carbon tetrachloride 5 20 BDL NA NA Chlorobenzene 100 500 BDL NA NA Chloroethane 1,000 10,000 BDL NA NA Chloroform 5 400 BDL NA NA Chloromethane 1,000 10,000 BDL NA NA 2-Chlorotoluene 1,000 10,000 BDL NA NA 4-Chlorotoluene 1,000 10,000 BDL NA NA 1,2-Dibromo-3-chloro ro ane 100 1,000 BDL NA NA Dibromochloromethane 5 50,000 BDL NA NA 1,2-Dibromomethane EDB 0.02 3 BDL NA NA Dibromomethane 5,000 50,000 BDL NA NA 1,2 -Dichlorobenzene 600 8,000 BDL NA NA 1,3 -Dichlorobenzene 600 8,000 BDL NA NA 1,4 -Dichlorobenzene 5 8,000 BDL NA NA Dichlorodifluoromethane Freon 12 10,000 100,000 BDL NA NA 1, 1 -Dichloroethane 70 9,000 BDL NA NA 1,2-Dichloroethane 5 20 BDL NA NA 1, 1 -Dichloroethene 1 1 BDL NA NA cis- 1,2-Dichloroethene 70 30,000 BDL NA NA trans-1,2-Dichloroethene 100 20,000 BDL NA NA 1,2-Dichloro ro ane 5 9 BDL NA NA 1,3-Dichloro ro ane 0.5 5 BDL NA NA 2,2-Dichloro ro ane NA NA BDL NA NA 1,1-Dichloro ro ane 5,000 50,000 BDL NA NA cis-1,3-Dichloro ro ene 0.5 5 BDL NA NA trans-1,3-Dichloro ro ene 0.5 5 BDL NA NA Eth (benzene 700 4,000 BDL NA NA Hexachlorobutadiene 0.6 0.6 BDL NA NA 2-Hexanone MBK 1,000 10,000 BDL NA NA Isopropylbenzene 10,000 100,000 BDL NA NA 4-isopropyltoluene NA NA BDL NA NA Methyl cert -butyl ether 70 50,000 BDL NA NA 4 -Meth I-2- entanone MIBK 400 50,000 BOL NA NA Methylene chloride 5 50,000 BDL NA NA Naphthalene 20 6,000 BDL NA NA n-Propylbenzene NA NA BDL NA NA Styrene 100 900 BDL NA NA 1,1,1,2 -Tetrachloroethane 5 6 BDL NA NA 1,1,2,2 -Tetrachloroethane 2 20 BDL NA NA Tetrachloroethene 5 3,000 BDL NA NA Toluene 1,000 6,000 BDL NA NA 1,2,3-Trichlorobenzene NA NA BDL NA NA Page 1 of 2 TABLE 2 Brooks School North Andover Test Pit Groundwater Samples MCP GW -1 Reportable Analyte Concentrations MCP GW -2 Reportable Concentrations TP -4 TP -5 TP -7 1,2,4-Trichlorobenzene 70 500 BDL NA NA 1,1,1 -Trichloroethane 200 4,000 BDL NA NA 1,1,2 -Trichloroethane 5 20000 BDL NA NA Trichloroethene 5 300 BDL NA NA Trichlorofluoromethane Freon 11 10,000 100,000 BDL NA NA 1,2,3 Trichloro ro ane 1,000 10,000 BDL NA NA 1,2,4-Trimeth (benzene 10,000 100,000 BDL NA NA 1,3,5-Trimeth (benzene 100 1000 BDL NA NA Vinyl chloride 2 2 BDL NA NA m, -X lene 6,000 6,000 BDL NA NA o -X lene 6,000 6,000 BDL NA NA Petroleum Fingerprint ID (mg/1) Fuel Oil #2 0.2 1 `?1figO; NA NA Extractable Petroleum Hydrocarbons (mg/1) C9 -C18 Aliphatic Hydrocarbons 1 1 C19 -C36 Aliphatic Hydrocarbons 5 20 26,800; 82.E 13.1 C11 -C22 Aromatic Hydrocarbons 0.2 30 : '2 300, 36>�; 9.02 Unadjusted C11 -C22 Aromatic Hydrocarbons NA NA 32,500 36.9 9.05 EPH Target PAH Compounds (ug/1) Naphthalene 20 6,000 BDL BDL BDL 2 -Meth Ina hthalene 10 3,000 BDL BDL BDL Acenaphthylene 300 3,000 BDL BDL BDL Acenaphthene 20 5,000 BDL BDL BDL Fluorene 300 3,000'7`1 BDL BDL Phenanthrene 50 50 'fit 600'. BDL 24.2 Anthracene 2,000 3,000 BDL BDL 5.96 Fluoranthene 200 200 BDL BDL BDL Pyrene 200 3,000.'28 200 �: 39.5 9.30 Benzo(a)anthracene 1 3,000 BDL BDL BDL Chrysene 2 3,000 BDL BDL BDL Benzo b fluoranthene 1 3,000 BDL BDL BDL Benzo k fluoranthene 1 3,000 BDL BDL BDL Benzo(a)pyrene 0.2 3,000 BDL BDL BDL Indeno 1,2,3 -cd rene 1 0.5 3,000BDL BDL BDL Dibenzo a,h anthracene 0.5 3,000 BDL PBDL BDL BDL Benzo ,h,i a lene 300 3,000 BDL I BDL Notes: ug/I = micrograms per liter, or parts per billion mg/I = milligrams per liter, or parts per million NA = Not analyzed/Not applicable BDL = Below Laboratory Detection Limits_ Border indicates exceeds MCP Upper Concentration Limit Bold indicates exceeds MCP GW -1 Reportable Concentration Exceeds tv1Gl? GW=2;A ortab a Concont atron Page 2 of 2 DOCUMENT NO. 05-04-288 Environmental Compliance Services, Inc. To: D. Robert Nicetta From: Michael Penzo Company: Town of North Andover Date: 6/24/04 Address: 27 Charles Street, Subject: Brooks School construction project North Andover, MA 01845 Phone: 978-688-9545 Project: Brooks School Project #: 05-202129 We are sending you: ® Enclosed ❑ Under Separate Cover ❑ Data Sheets ❑ Prints ❑ Boring Logs ❑ Sketches ❑ Lab Reports ® Reports ❑ Via Mail ® Via UPS ® The following items: TRANSMITTED AS CHECKED BELOW: ❑ As Requested ® For your Use ® FYI ❑ For Review and Comment ❑ Other Copies to: KEGEIVED JUN 2 6 2004 ECS, Lakeside Office Park, 607 North Avenue Suite 11, Wakefield, MA 01 880BUILDING DEPT, C C 0 C 0 C C C C C C C 0 C C C C C APPENDIX A LABORATORY CERTIFICATES U Report Date: (� 28 -May -0416:14 all O ECS/Marin 607 North Avenue; Suite 11 Wakefield, MA 01881 Attn: Michael Penzo SPECTRUM ANALYTICAL, INC. Feattiring HANIBAL TECHNOLOGY Laboratory Report M Final Report ❑ Re -Issued Report ❑ Revised Report --_`F-----__.>---- Project:Brook School -No. Andover, MA Project #:05-202129.P ❑ Laboratory ID Client Sample ID Matrix Date Sampled Date Received Florida # E87600 SA12919-01 Test Pit #I Soil 18 -May -04 12:45 25 -May -04 15:45 New Hampshire # 2538 SA12919-02 Test Pit 12 Soil 18 -May -04 12:55 25 -May -04 15:45 Rhode Island # 98 SA12919-03 Test Pit #3 Soil 18 -May -04 13:05 25 -May -04 15:45 SA12919-04 Test Pit #1 Pad Soil 18 -May -04 12:45 25 -May -04 15:45 I attest that the information contained within the report has been reviewed for accuracy and checked against the quality control requirements for each method. All applicable NELAC requirements have been met. Please note that this report contains 16 pages of analytical data plus Chain of Custody document(s). ^, This report may not be reproduced, except in full, without written approval from Spectrum Analytical, Inc. L, Massachusetts Certification # M-MAI38/MA1110 Connecticut # PH -0777 Florida # E87600 "CCO" C Maine # MAI 3 8 o`��pxN �c New Hampshire # 2538 New York # 11393 C Rhode Island # 98 USDA # S-51435 d ize�i1 �'T yeh, Ph.D. Presiden a ratory Director Please refer to our "Quality" webpage at www.spectrum-analyticaLcom for a full listing of our current certifications. CCASE NARRATIVE: The data set for work order SA12919 complies with internal QC criteria for the methods performed. The samples were received @ 4.0 degrees Celsius. An infrared thermometer with a tolerance of+/- 2.0 degrees Celsius was used immediately upon receipt of the samples. MADEP has published a list of analytical methods (CAM) which provides a series of recommended protocols for the acquisition, analysis and reporting of analytical data in support of MCP decisions. "Presumptive Certainty" can be established only for those methods published by the MADEP in the MCP CAM. CPlease refer to "Notes and Definitions.' for all sample/analyte qualifiers. ENVIRONMENTAL ANALYSES C I I Almeren Drive . Aga�vam, Massachusetts 01001.Operational Buildin; SC Sample Receiving S30 Silver Street . Aenvam, 01001 . Administrative 01'liccs, Volatile & Air Deparuneots Pagc t of 16 1-800-789-9115. 413-759-9018. Fax 413-159-4016 E'. Sample Identification CTest Pit #1 SA 12919-01 Client Project # Matrix 05-202129.P Soil Collection Date/Time Received 18 -May -0412:45 25 -May -04 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 2 of 16 Analyte(s) Result *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds CSurrogate: 2,5-Dibromotohtene (PID) 97.6 70-130 Y. " { Extractable Petroleum Hydrocarbons VOC Extraction Field Extracted N/A 1 VOC 25 -May -04 25 -May -04 4051581 LN VPHAliphatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS 71.8 31.4 mg/kg dry C5 -C8 Aliphatic Hydrocarbons BRL 0.941 mg/kg dry 50 MA VPH 98-01 25 -May -04 26 -May -04 4051557 SS 31.4 mg/kg dry -C12 Aliphatic Hydrocarbons 6.87 0.314 mg/kg dry 50 aC9 C9 -C10 Aromatic Hydrocarbons 5.55 0.314 mg/kg dry 50 31.4 mg/kg dry Unadjusted C5 -C8 Aliphatic BRL 0.941 mg/kg dry 50 DUnadjusted Hydrocarbons C9 -C12 Aliphatic 12.4 0.314 mg/kg dry 50 Prepared by method. SW846 3550B Hydrocarbons Naphthalene BRL 156 ug/kg dry 1 " VPH Target Anal tes -Methylnaphthalene Prepared by method SW846 5030 Soil MS CBenzene o2 BRI, 62.7 ug/kg dry 50 1 " Ethylbenzene BRL 62.7 ug/kg dry 50 1 " tert-butyl ether BRL 62.7 ug/kg dry 50 ^ CMethyl Naphthalene 425 62.7 ug/kg dry 50 I' Toluene BRI, 62.7 ug/kg dq 50 1 " ^ BRI, 125 ug/kg dry 50 " Cm,p-Xylene o -Xylene BRI, 62.7 ug/kg dry 50 " ^ This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 2 of 16 Surrogate: 2,5-Dibromotoluene (FID) 94.4 70-130J/ " CSurrogate: 2,5-Dibromotohtene (PID) 97.6 70-130 Y. " { Extractable Petroleum Hydrocarbons EPH Aliphatic/Aromatic Ranges Prepared by method SW846 3550B C9 -C18 Aliphatic Hydrocarbons 71.8 31.4 mg/kg dry 1 MA EPH 98-1 25 -May -04 26 -May -04 4051497 WB C19-06 Aliphatic Hydrocarbons BRL 31.4 mg/kg dry I " 0 CI 1-C22 Aromatic Hydrocarbons BRL 31.4 mg/kg dry 1 Unadjusted CI I -C22 Aromatic BRL 31.4 mg/kg dry 1 Hydrocarbons EPH Target PAHAnalytes Prepared by method. SW846 3550B Naphthalene BRL 156 ug/kg dry 1 " -Methylnaphthalene BRL 156 ug/kg dry 1 " o2 Acenaphthylene BRL 156 ug/kg dry 1 " Acenaphthene BRL 156 ug/kg dry 1 " Fluorene BRL 156 ug/kg dry 1 Phenanthrene BRL 156 ug/kg dry I' Anthracene BRL 156 ug/kg dry 1 " ^ BRL 156 ug/kg dry 1 CFluoranthene Pyrene BRL 156 ug/kg dry 1 " Benzo (a) anthracene BRL 156 ug/kg dry 1 " BRL 156 ug/kg dry 1 11 CChrysene Benzo (b) Fluoranthene BRL 156 ug/kg dry 1 Benzo (k) Fluoranthene BRL 156 ug/kg dry 1 Benzo (a) pyrene BRL 156 ug/kg dry I Indeno (1,2,3 -cd) pyrene BRL 156 ug/kg dry 1 " ^ This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 2 of 16 E, Sample Identification P2919 -01 t Pit #1 Client Project # Matrix 05-202129.P Soil Collection Date/Time Received 18 -May -0412:45 25 -May -04 Anal yte(s) Result *RDUUnits Dilution Method Re(. . Prepared Analyzed Batch Analyst Flag extractable Petroleum Hydrocarbons EPHTar et PAHAnaI tes Prepared by method SW846 3550B ibenzo (a h) anthracene BRL 156 ug/kg dry 1 MA EPH 98-1 25 -May -04 26 -May -04 4051497 WB Benzo (g,h,i) perylene BRL 156 ug/kg dry 1 urrogate: 1-Chlorooctadecane 58.4 40-1,40% " " urrogate: Ortho-Terphenyl 53.8 40-140% Surrogate: 2-Bromonaphthalene 65.5 40-140% nSurrogate: 2-Fluorobiphenyl 70.0 40-140 ro " General Chemistry Parameters a/o Solids 85.9 % 1 SM2540 G Mod. 25 -May -04 26 -May -04 4051577 LN e C a a a a a a - a a� This laboratory report is not valid without an authorized signature on the cover page. Ci *Reportable Detection Limit,/ BRL = Below Reporting Limit Page 3 of 16 gamle Identification Client Pro'ect # Matrix Collection Date/Time p � Received Lest Pit #2 05-202129.P Soil 18 -May -04 12:55 25 -May -04 A 12919-02 rAnalyte(s) Result *RDLIUnits Dilution Method Ref Prepared Analyzed Batch Analyst Flag L�rolatile Organic Compounds VOC Extraction Field Extracted N/A 1 VOC 25 -May -04 25 -May -04 4051581 LN �U HAliinhatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS / C5 -C8 Aliphatic Hydrocarbons BRL 0.814 mg/kg dry 50 MA VPH 98-01 25 -May -04 26 -May -04 4051557 SS 9-C12 Aliphatic Hydrocarbons BRL 0.271 mg/kg dry 50 „ 9-C10 Aromatic Hydrocarbons BRL 0.271 mg/kg dry 50 " Unadjusted C5 -C8 Aliphatic BRL 0.814 mg/kg dry 50 " ydrocarbons 3nadjusted C9 -C12 Aliphatic BRL 0.271 mg/kg dry 50 " ydrocarbons VPH Target Anal les Prepared by method SW846 5030 Soil MS 3enzene BRL 54.2 ug/kg dry 50 Ethylbenzene BRL 54.2 ug/kg dry 50 " tert-butyl ether BRL 54.2 ug/kg dry 50 nethyl aphthalene BRL 54.2 ug/kg dry 50 Toluene BRL 54.2 ug/kg dry 50 " rn,p-Xylene BRL 108 ug/kg dry 50 " [j -Xylene BRL 54.2 ug/kg dry 50 " Surrogate: 2,5-Dibromotolttene (FID) 106 70-130% " urrogate: 2,5-Dibromotoluene (PID) 101 70-130 xtractable Petroleum Hydrocarbons PHAliphatic/Aromatic Ranges � Prepared by method SW846 3550B 9-C 18 Aliphatic Hydrocarbons BRL 30.7 mg/kg dry 1 MA EPH 98-1 25 -May -04 26 -May -04 4051497 WB C 19-C36 Aliphatic Hydrocarbons BRL 30.7 mg/kg dry I " 11-C22 Aromatic Hydrocarbons BRL 30.7 mg/kg dry I " unadjusted CI I -C22 Aromatic BRL 30.7 mg/kg dry I " Hydrocarbons FEPH Target PAHAnalytes Prepared by method SW846 3550B ``T, Iaphthalene BRL 153 ug/kg dry I Methylnaphthalene BRL 153 ug/kg dry 1 5enaphthylene BRL 153 ug/kg dry I " Acenaphthene BRL 153 ug/kg dry 1 " BRL 153 ug/kg dry I " rluorene phenanthrene BRL 153 ug/kg dry I " Anthracene BRL 153 ug/kg dry I " luoranthene BRL 153 ug/kg dry I " Fpyrene BRL 153 ug/kg dry I " Benzo (a) anthracene BRL 153 ug/kg dry/ I EChrysene BRL 153 ug/kg dry I Benzo (b) fluoranthene BRL 153 ug/kg dry I Benzo (k) fluoranthene BRL 153 ug/kg dry I I " EBenzo (a) pyrene BRL 153 ug/kg dry I lndeno (1,2,3 -cd) pyrene BRL 153 ug/kg dry 1 " C This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 4 of 16 C Sample Identification Client Project #� Matrix Collection Date/Time Received r—Test Pit #2 05-202129.P Soil 18 -May -04 12:55 25 -May -04 IA12919-02 Analyte(s) Result *RDLIUnits Dilution Method Ref Prepared Analyzed Batch Analyst Flag Extractable Petroleum Hydrocarbons PH Target PAHAnalytes Prepared by method SW846 3550B Dibenzo (ah) anthracene BRL 153 ug/kg dry 1 MA EPH 98-1 25 -May -04 26 -May -04 4051497 WB Benzo (g,h,i) perylene BRL 153 ug/kg dry 1 " urrogate: 1-Chloroociadecane 62.9 40-140% " urrogate: Ortho-Terphenyl 54.3 40-140% " Surrogate: 2-Bromonaphthalene 63.4 40-140% " rrogate: 2-Fluorobiphenyl 66.7 40-140% aeneral Chemistry Parameters Solids Lo 87.8 % I SM2540 G Mod. 25 -May -04 26 -May -04 4051577 LN iN C C d a C C C C This laboratory report is not valid without an authorized signature on the cover page. `Reportable Detection Limit BRL = Below Reporting Limit Page 5 of 16 F�I i{ , j Sample. Identification Client Project # Matrix Collection Date/Time Received Jr7est Pit #3 05-202129.P Soil 18-May-04 13:05 25-May-04 1LA12919-03 nalyte(s) Result *RDL/Units Dilution Method Re%' Prepared Analyzed Batch Analyst Flag lolatile Organic Compounds Extraction Field Extracted N/A 1 VOC 25-May-04 25-May-04 4051581 LN nnVOC LPHAliphatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS VOClo C5-C8 Aliphatic Hydrocarbons BRL 0.809 mg/kg dry 50 MA VPH 98-01 25-May-04 26-May-04 4051557 SS )�9-C 12 Aliphatic Hydrocarbons BRL 0.270 mg/kg dry 50 j 9-C 10 Aromatic Hydrocarbons BRL 0.270 mg/kg dry 50 " ^ Unadjusted C5-C8 Aliphatic BRL 0.809 mg/kg dry 50 �ydrocarbons nadjusted C9-C12 Aliphatic BRL 0.270 mg/kg dry 50 " ^ ydrocarbons VPH Target Analytes Prepared by method SW846 5030 Soil MS VOCIO Le nzene BRL 54.0 ug/kg dry 50 Ethylbenzene BRL 54.0 ug/kg dry 50 tert-butyl ether BRL 54.0 ug/kg dry 50 rethyl j aphthalene BRL 54.0 ug/kg dry 50 ^ ~ ^ Toluene BRL 54.0 ug/kg dry 50 BRL 108 ug/kg dry 50 L,,p-Xylene Xylene BRL 54.0 ug/kg dry 50 Surrogate: 2,5-Dibromotoluene (FID) /09 70-130% " Cxrrogate: 2,5-Dibromotoluene (PID) 104 70-130%tractable Petroleum Hydrocarbons jHAlinhatic/Aromatic Ranges UP-CI8 Prepared by method SW846 3550B Aliphatic Hydrocarbons BRL 33.4 mg/kg dry 1 MA EPH 98-1 25-May-04 26-May-04 4051497 WB 19-C36 Aliphatic Hydrocarbons BRL 33.4 mg/kg dry I " 11-C22 Aromatic Hydrocarbons BRL 33.4 mg/kg dryj I " nadjusted Cl 1-C22 Aromatic BRL 33.4 mg/kg dry' I " Hydrocarbons ➢�PHTarget PAHAnalytes Prepared by method SW846 3550B Naphthalene BRL 167 ug/kg dry 1 ~ r*TMethyinaphthatene BRL 167 ug/kg dry 1 t cenaphthylene BRL 167 ug/kg dry 1 Acenaphthene BRL 167 ug/kg dry 1 rluorene BRL 167 ug/kg dry I " L,henanthrene BRL 167 ug/kg dry I " Anthracene BRL 167 ug/kg dry I " Euoranthene BRL 167 ug/kg dry I yrene BRL 167 ug/kg dry I " Benzo (a) anthracene BRL 167 ug/kg dry I " Ehrysene BRL 167 ug/kg dry 1 enzo (b) fluoranthene BRL 167 ug/kg dry I Benzo (k) fluoranthene BRL 167 ug/kg dry 1 " enzo (a) pyrene BRL t67 ug/kg dry I Jeno (1,2,3-cd) pyrene BRL 167 ug/kg dry I " C This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 6 of 16 Sample Identification 1rTest Pit #3 lA12919-03 t �nalyte(s) Result Client Project # Matrix 05-202129.P Soil Collection Date/Time Received 18 -May -0413:05 25 -May -04 *RDLIUnits Dilution Method Re(. Prepared Analyzed Batch Analyst Flag Prepared by method SW846 3550B 167 ug/kg dry I MA EPH 98-1 25 -May -04 26 -May -04 4051497 WB 167 ug/kg dry 1 ^ ^ ^ ^ 40-140% 40-140% 40-140% 40-140% % I SM2540 G Mod. 25 -May -04 26 -May -04 4051577 LN rl This laboratory report is not valid without an authorized signature on the cover page. L*Reportable Detection Limit BRL = Below Reporting Limit Page 7 of 16 'xtractable Petroleum Hydrocarbons PH Target PAH Analytes Uibenzo (ah) anthracene BRL Benzo (g,h,i) perylene BRL rrogate: I-Chlorooctadecane urrogate:Ortho-Terphenyl 68.8 44.8 Surrogate:2-Bromonaphthalene 56.3 Urrogate:2-Fluorobiphenyl 60.8 eneral Chemistry Parameters Solids 86.1 Ic I E r� E, F� '.0 .,E C Client Project # Matrix 05-202129.P Soil Collection Date/Time Received 18 -May -0413:05 25 -May -04 *RDLIUnits Dilution Method Re(. Prepared Analyzed Batch Analyst Flag Prepared by method SW846 3550B 167 ug/kg dry I MA EPH 98-1 25 -May -04 26 -May -04 4051497 WB 167 ug/kg dry 1 ^ ^ ^ ^ 40-140% 40-140% 40-140% 40-140% % I SM2540 G Mod. 25 -May -04 26 -May -04 4051577 LN rl This laboratory report is not valid without an authorized signature on the cover page. L*Reportable Detection Limit BRL = Below Reporting Limit Page 7 of 16 . Sample Identification r'gest Pit #1 Pad I�' e A12919-04 Client Project # Matrix 05-202129.P Soil Collection Date/Time Received 18 -May -0412:45 25 -May -04 J,nalyfe(s) Result *RDLIUnits Dilution Method Ref Prepared Analyzed Batch Analyst Flag 1 Urrogate: 4,4-DB-0ctafluorobiphenyl (Sr) 93.9 Surrogate: Decachlorobiphenyl (Sr) 132 t rJeneral Chemistry Parameters % Solids 90.1 IC �C i i t sa a� rl c� iE Prepared by method SW846 3550B ' 29.5 ug/kg dry 1 SW846 8082 27 -May -04 28 -May -04 4051672 TG 29.5 ug/kg dry I 29.5 ug/kg dry I " 29.5 ug/kg dry 1 29.5 ug/kg dry I ~ 29.5 ug/kg dry I ^ 29.5 ug/kg dry I ^ 29.5 ug/kg dry I " 29.5 ug/kg dry / 1 40-140% " 40-140% " % I SM2540 G Mod. 25 -May -04 26 -May -04 4051580 LN n This laboratory report is not valid without an authorized signature on the cover page. L*Reportable Detection Limit BRL = Below Reporting Limit Page 8 of 16 Lemivolatile Organic Compounds by GC Pot chlorinated Bipheny s by SW846 8082 It Lbl3 1016 BRL PCB 1221 BRL 9B 1232 B 1242 BRL BRL PCB 1248 BRL 1gB 1254 BRL B 1260 BRL , PCB 1262 BRL 1 r?'B 1268 BRL 1 Urrogate: 4,4-DB-0ctafluorobiphenyl (Sr) 93.9 Surrogate: Decachlorobiphenyl (Sr) 132 t rJeneral Chemistry Parameters % Solids 90.1 IC �C i i t sa a� rl c� iE Prepared by method SW846 3550B ' 29.5 ug/kg dry 1 SW846 8082 27 -May -04 28 -May -04 4051672 TG 29.5 ug/kg dry I 29.5 ug/kg dry I " 29.5 ug/kg dry 1 29.5 ug/kg dry I ~ 29.5 ug/kg dry I ^ 29.5 ug/kg dry I ^ 29.5 ug/kg dry I " 29.5 ug/kg dry / 1 40-140% " 40-140% " % I SM2540 G Mod. 25 -May -04 26 -May -04 4051580 LN n This laboratory report is not valid without an authorized signature on the cover page. L*Reportable Detection Limit BRL = Below Reporting Limit Page 8 of 16 EI, Volatile Organic Compounds - Quality Control Spike Source %REC RPD jAnalyte(s) Result *RDL Units Level Result %REC Limits RPD. Limit Flag Batch 4051557 - SW846 5030 Soil MS CBlank (4051557-BLKI) 67.4 ug/kg dry Prepared: 25 -May -04 Analyzed: 26 -May -04 CS -C8 Aliphatic Hydrocarbons BRL 0.0750 mg/g wet C9 -C12 Aliphatic Hydrocarbons BRL 0.0250 mg/kg wet -CIO Aromatic Hydrocarbons BRL 0.0250 mg/kg wet EC9 Unadjusted C5 -C8 Aliphatic BRL 0.0750 mgPig wet Hydrocarbons C9 -C10 Aromatic Hydrocarbons , Unadjusted C9 -C12 Aliphatic BRL 0.0250 mg/kg wet 70-130 [Unadjusted C5 -C8 Aliphatic 285 PHydrocarbons Benzene BRL 5.0 ug/kg wet Ethylbenzene BRL 5.0 ug/kg wet Methyl tert-butyl ether BRL 5.0 ug/kg wet Naphthalene BRL 5.0 ug/kg wet 'Toluene BRL 5.0 ug/kg wet m,p-Xylene BRL 10.0 ug/kg wet -Xylene BRL 5.0 ug/kg wet Surrogale: 2,5-Dibromotoluene (FID) Eo 52.3 ug/kg wet 50.0 105 70-130 Surrogate: 2,5-Dibromotoluene (PID) 51.7 ug/kg wet 50.0 103 70-130 (4051557 -BSI) 67.4 ug/kg dry BRL Prepared: 25 -May -04 Analyzed: 26 -May -04 CLCS CS -C8 Aliphatic Hydrocarbons 130 mg/kg wet 130 100 70-130 C9 -C12 Aliphatic Hydrocarbons 43.7 mg/kg wet 40.0 109 70-130 C9 -C10 Aromatic Hydrocarbons 24.7 mg/kg wet 20.0 124 70-130 [Unadjusted C5 -C8 Aliphatic 285 mg/kg wet 250 114 70-130 Hydrocarbons Unadjusted C9 -C12 Aliphatic 68.4 mg/kg wet 60.0 114 70-130 Hydrocarbons enzene Dthylbenzene 23.6 ug/kg wet 20.0 118 70-130 23.1 ug/kg wet 20.0 116 70-130 Methyl cert -butyl ether 20.9 ug/kg wet 20.0 104 70-130 20.8 ug/kg wet 20.0 104 70-130 Ephthalene Toluene 22.1 ug/kg wet 20.0 110 70-130 ,p -Xylene 43.1 ug/kg wet 40.0 108 70-130 o -Xylene 21.9 ug/kg wet 20.0 110 70-130 23.7 ug/kg wet 20.0 118 70-130 rnMethylpenlane -Nonane 23.9 ug/kg wet 20.0 120 70-130 n -Pentane 18.5 ug/kg wet 20.0 92.5 70-130 1,2,4-Trimethylbenzene 22.1 ug/kg wet 20.0 110 70-130 R2,2,4-Trimethylpentane 23.8 ug/kg wet 20.0 119 70-130 Surrogate: 2.5-Dibromotoluene (FID) Surrogate: 2,5-Dibromotoluene (PID) Duplicate (4051557-DUP1) `--L5-C8 Aliphatic Hydrocarbons C9 -C12 Aliphatic Hydrocarbons 9-C10 Aromatic Hydrocarbons Unadjusted C5 -C8 Aliphatic Hydrocarbons Unadjusted C9 -C12 Aliphatic hydrocarbons enzene Ethylbenzene ethyl tert-butyl ether Naphthalene oluene m,p-Xylene ro-Xylene 60.5 ug/kg wet 50.0 121 70-130 58.0 ug/kg wet 50.0 116 70-130 Source: SA12860-04 Prepared: 25 -May -04 Analyzed: 26-M BRL 1.01 mg/kg dry 0.00 50 3.15 0.337 mg/kg dry - 3.43 8.51 50 BRL 0.337.mg/kg dry, 0.00 50 BRL 1.01 mg/kg dry 0.00 50 3.15 0.337 mg/kg dry 3.43 8.51 50 BRL 67.4 ug/kg dry BRL 50 BRL 67.4 ut;P�g dry BRL 50 BRL 67.4 ug/kg dry BRL 50 BRL 67.4 ug/kg dry BRL 50 BRL 67.4 ug/I/g dry BRL 50 BRL 135 ug/kg dry BRL 50 BRL 67.4 ug/kg dry BRL 50 LSurrogate: 2,5-Dibromotoluene (FID) 48.8 ug/kg dry 50.0 t_ 97.6 70-130 This laboratory report is not valid without an authorized signature on the cover page. C *Reportable Detection Limit BRL = Below Reporting Limit Page 9 of 16 s Volatile Organic Compounds - Quality Control I Lnalyte(s) tch 4051557 - SW846 5030 Soil MS uplicate (4051557-DUPI) ° Surrogate: 2,5-Dibromotoluene (PID) atrix Spike (4051557 -MSI) � enzene Ethylbenzene nethyl tert-butyl ether aphthalene luene m,p-Xylene Xylene Methylpentane jF n-Nonane nn -Pentane t I 2,4-Trimethylbenzene 2,4-Trimethylpentanc I Surrogate: 2,5-Dibromotoluene (FID) 1 Pirrogate: 2,5-Dibromotoluene (PID) I s 1 .0 I 3 C •• 3 C •C �CI �G �C C Spike Source %REC RPD Result *RDL Units Level Result %REC Limits RPD Limit Flag Source: SA12860-04 45.3 ug/kg dry 50.0 90.6 70-130 Source: SA12860-04 Prepared: 25 -May -04 Analyzed: 26-M 23.3 23.6 192 16.1 22.3 44.1 21.9 22.7 22.6 18.0 22.8 23.0 ug/kg dry 20.0 BRL 116 70-130 ug/kg dry 20.0 BRL 118 70-130 ug/kg dry 20.0 BRL 96.0 70-130 ug/kg dry 20.0 BRL 80.5 70-130 ug/kg dry 20.0 BRL 112. 70-130 ug/kg dry 40.0 BRL 110 70-130 ug/kg dry 20.0 BRL 110 70-130 ug/kg dry 20.0 BRL 114 70-130 ug/kg dry 20.0 BRL 113 70-130 ug/kg dry 20.0 BRL 90.0 70-130 ug/kg dry 20.0 BRL 114 70-130 ug/kg dry 20.0 BRL 1 I`5 70-130 44.5 ug/kg dry 50.0 43.6 ug/kg dry 50.0 89.0 70-130 87.2 70-130 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 10 of 16 El Extractable Petroleum Hydrocarbons - Quality Control Spike Source %REC RPD �ialyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Surrogate: 1-Chlorooctadecane '1rrogate: 2-Bromonaphthalene Uurate: Ortho-Terphenyl rrogate: 2-Fluorobiphenyl CS (4051497 -BSI) Batch 4051497 - SW846 3550B dank (4051497-BLKI) ug/kg wet ug/kg wet ug/kg wet ug/kg wet Pre r -C18 Aliphatic Hydrocarbons BRL 15.7 mg/kg wet 64.1 C 19-036 Aliphatic Hydrocarbons BRL 15.7 mg/kg wet ¢ D1 -C22 Aromatic Hydrocarbons BRL 15.7 mg/kg wet CI I -C22 Aromatic Hydrocarbons adjusted Cd 1-022 Aromatic BRL 15.7 mglkg wet 1 Hydrocarbons 3520 59.3 ug/kg wet NNaphthalene BRL 78.3 ug/kg wet Dphthalene. Methylnaphthalene Methyinaphthalene BRL 78.3 ug/kg wet 62.9 naphthylene BRL 78.3 ug/kg wet ' Acenaphthene BRL 78.3 ug/kg wet enaphthene 3890 BRL 78.3 ug/kg wet 65.4 Ge e=threne BRL 78.3 ug/kg wet 59.3 ug/kg wet thracene BRL 78.3 ug/kg wet enanthrene FFlluoranthene BRL 78.3 ug/kg wet I ne [nzo BRL 78.3 ug/kg wet i (a) anthracene BRL 78.3 ug/kg wet uora uo Chrysene BRL 78.3 ug/kg wet 79.8 (b) fluoranthene BRL 78.3 ug/kg wet 59.3 ug/kg wet Cnzo nzo (k) fluoranthene BRL 78.3 ug/kg wet Benzo (a) anthracene nzo (a) pyrene BRL 78.3 ug/kg wet 88.7 Indeno (1,2,3 -cd) pyrene BRL 78.3 ug/kg wet i benzo (ah) anthracene BRL 78.3 ug/kg wet ° I bnzo (b) fluoranthene nzo (g,h,i) perylene BRL 78.3 ug/kg wet Surrogate: 1-Chlorooctadecane '1rrogate: 2-Bromonaphthalene Uurate: Ortho-Terphenyl rrogate: 2-Fluorobiphenyl CS (4051497 -BSI) 2950 2140 2270 2270 ug/kg wet ug/kg wet ug/kg wet ug/kg wet 3930 75.1 40-140 3930 54.5 40-140 3140 72.3 40-140 3140 72.3 40-140 Prepared: 25 -May -04 Analyzed: 26-M U) -C18 Aliphatic Hydrocarbons 22.9 11.9 mg/kg wet 35.7 64.1 40-140 9-C36 Aliphatic Hydrocarbons 33.2 11.9 mglkg wet 47.6 69.7 40-140 CI I -C22 Aromatic Hydrocarbons 72.6 11.9 mg/kg wet 101 71.9 40-140 3520 59.3 ug/kg wet 5950 59.2 40-140 Dphthalene. Methylnaphthalene 3740 59.3 ugM9 wet 5950 62.9 40-140 Acenaphthylene 3860 59.3 ug/kg wet 5950 64.9 40-140 enaphthene 3890 59.3 ug/kg wet 5950 65.4 40-140 ;Lorene 3980 59.3 ug/kg wet 5950 66.9 40-140 enanthrene 4490 59.3 ug/kg wet 5950 75.5 40-140 Anthracene 4260 59.3 ug/kg wet 5950 71.6 40-140 uora uo 4750 59.3 ug/kg wet 5950 79.8 40-140 nenthene C 4980 59.3 ug/kg wet 5950 83.7 40-140 Benzo (a) anthracene 5280 59.3 ug/kg wet 5950 88.7 40-140 rysene 5420 59.3 ug/kg wet 5950 91.1 40-140 ° I bnzo (b) fluoranthene 5160 59.3 ug/kg wet 5950 86.7 40-140 nzo (k) fluoranthene 5520 59.3 ug/kg wet 5950 92.8 40-140 Benzo (a) pyrene 5380 59.3 ug/kg wet 5950 90.4 40-140 deno (1,2,3 -cd) pyrene 5030 59.3 ug/kg wet 5950 84.5 40-140 ibenzo (a,h)anthracene 5110 59.3 ug/kg wet 5950 85.9 40-140 Benzo (g,h,i) perylene 4730 59.3 ug/kg wet 5950 79.5 40-140 rrogale: 1-Chlorooctadecane 1850 ug/kg wet 2970 62.3 40-140 urrogate: Ortho-Terphenyl 1920 ug/kg wet 2970 64.6 40-140 Duplicate (4051497-DUPI) Source: SA12854-06 Prepared: 25 -May -04 Analyzed: 26 -May -04 9-CI8 Aliphatic Hydrocarbons 811 35.5 mg/kg dry 848 4.46 50 19-C36 Aliphatic Hydrocarbons 242 35.5 mg/kg dry 244 0.823 50 I I -C22 Aromatic Hydrocarbons 674 35.5 mg/kg dry 555 19.4 50 C This laboratory report is not valid without an authorized signature on the cover page. '`Reportable Detection Limit BRL = Below Reporting Limit Page I I of 16 C' Extractable Petroleum Hydrocarbons y s - Quality Control Spike Source %REC RPD L'Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4051497 - SW846 3550B 4370 ug/kg dry 4440 98.4 40-140 Surrogate: Ortho-Terphenyl 2020 ug/kg dry 4440 ODuplicate (4051497-DUPl) Source: SA12854-06 Prepared: 25 -May -04 Analyzed: 26 -May -04 2050 uglkg dry Unadjusted C11 -C22 Aromatic 695 35.5 mg/kg dry Surrogate: 2-Fluorobiphenyl 572 ug/kg dry 3550 19.4 50 Hydrocarbons Naphthalene 450 177 ug/kg dry BRL 50 2 -Methylnaphthalene 6970 177 ug/kg dry 4530 42.4 50 Acenaphthylene BRL 177 ug/kg dry BRL 50 Acenaphthene aFluorene 1280 1420 177 ug/kg dry 177 ug/kg dry 1120 1260 13.3 11.9 50 50 Phenanthrene 3300 177 ug/kg dry 2910 12.6 50 Anthracene 478 177 ug/kg dry 407 16.0 50 Fluoranthene 1010 177 ug/kg dry 957 5.39 50 Pyrene 1610 177 ug/kg dry 1460 9.77 50 Benzo (a) anthracene 654 177 ug/kg dry 740 12.3 50 Chrysene 849 177 ug/kg dry 673 23.1 50 Benzo (b) fluoranthene 647 177 ug/kg dry 749 14.6 50 Benzo (k) fluoranthene 411 177 uglkg dry 275 39.7 50 Benzo (a) pyrene 645 177 ug/kg dry 578 11.0 50 (1,2,3 -cd) pyrene 310 177 ug/kg dry 294 5.30 50 CIndeno Dibenzo (a,h) anthracene BRL 177 ug/kg dry BRL 50 Benzo (g,h,i) perylene 294 177 ug/kg dry 310 5.30 50 I-Chlorooctadecane 3710 ug/kg dry 4430 84.0 40-140 CSitrrogate: Surrogate: Ortho-Terphenyl 2110 ug/kg dry 4430 47.6 40-140 Surrogate: 1-Bromonaphthalene 2210 ugP/.g dry 3540 62.4 40-140 Surrogate: 1-Fluorobiphenyl 2240 ug/kg dry 3540 63.3 40-140 CMatrix Spike (4051497 -MSI) Source: SA12854-06 Prepared: 25 -May -04 Analyzed: 26 -May -04 Naphthalene 4330 88.7 ug/kg dry 8890 BRL 48.7 40-140 Acenaphthene 4920 88.7 ug/kg dry 8890 1120 42.7 40-140 5050 88.7 ug/kg dry 8890 407 52.2 40-140 GAnthracene Pyrene 7110 88.7 ug/kg dry 8890 1460 63.6 40-140 Chrysene 6440 88.7 ug/kg dry 8890 673 64.9 40-140 n-Hexadecane 39700 ug/kg dry 8890 0.00 447 40-140 QM -05 En-Tetradec9ne 29100 ug/kg dry 8890 0.00 327 40-140 QM -05 n-Nonadecane 24200 ug/kg dry 8890 0.00 272 40-140 QM -05 n-Eicosane 19400 ug/kg dry 8890 0.00 218 40-140 QM -05 3840 ug/kg dry 8890 0.00 43.2 40-140 �n-Octacosane Surrogate:l-Chlorooctadecane 5170 ug/kg dry 4450 116 40-140 Surrogate: Ortho-Terphenyl 2100 ug/kg dry 4450 47.2 40-140 Surrogate: 2-Bromonaphthalene aSurrogate: 2-Fluorobiphenyl 1980 1090 ug/kg dry ug/kg dry 3560 3560 55.6 58.7 40-140 40-140 Matrix Spike Dup (4051497-MSD1) Source: SA12854-06 Prepared: 25 -May -04 Analyzed: 26 -May -04 Naphthalene Acenaphthene 4470 5260 88.6 ug/kg dry 88.6, ug/kg dry 8890 8890 BRL 1120 50.3 46.6 40-140 40-140 3.23 8.73 30 30 Anthracene 4730 88.6 ug/kg dry 8890 407 48.6 40-140 7.14 30 Pyrene 7340 88.6 ug/kg dry 8890 1460 66.1 40-140 3.86 30 7150 88.6 uglkg dry 8890 673 72.9 40-140 11.6 30 CChrysene n-Hexadecane 52800 ug/kg dry 8890 0.00 594 40-140 28.2 30 QM -05 n-Tetradecane 36500 ug/kg dry 8890 0.00 411 40-140 22.8 30 QM -05 n-Nonadecane 28600 ug/kg dry 8890 0.00 322 40-140 16.8 30 QM -05 n-Eicosane 24400 ug/kg dry 8890 0.00 274 40-140 22.8 30 QM -05 n-Octacosane 3930 ug/kg dry 8890 0.00 44.2 40-140 2.29 30 Surrogate:I-Chlorooctadecane 4370 ug/kg dry 4440 98.4 40-140 Surrogate: Ortho-Terphenyl 2020 ug/kg dry 4440 45.5 40-140 Surrogate: 2-Bromonaphthalene C 2050 uglkg dry 3550 57.7 40-140 Surrogate: 2-Fluorobiphenyl 1190 ug/kg dry 3550 61.7 40-140 C This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 12 of 16 • Semivolatile Organic Compounds by GC - QualityControl D Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag P Surrogate: 4,4-DB-Octafluorobiphenyl (Sr) Batch 4051672 - SW846 3550B ug/kg wet 27.2 aBlank (4051672-BLK1) Surrogate: Decachlorobiphenyl (Sr) Prepared: 27 -May -04 Analyzed: 28 -May -04 21.6 PCB 1016 BRL 27.2 ug/kg wet 40-140 PCB 1221 BRL 27.2 ug/kg wet aPCB 1232 BRL 27.2 ug/kg wet 495 PCB 1242 BRL 27.2 ug/kg wet 40-140 PCB 1248 BRL 27.2 ug/kg wet 31.0 ug/kg wet PCB 1254 BRL 27.2 ug/kg wet 91.0 PCB 1260 BRL 27.2 ug/kg wet `t PCB 1262 BRL 27.2 ug/kg wet n PCB 1268 BRL 27.2 ug/kg wet P Surrogate: 4,4-DB-Octafluorobiphenyl (Sr) 13.4 ug/kg wet 27.2 86.0 40-140 Surrogate: Decachlorobiphenyl (Sr) Surrogate: Decachlorobiphenyl (Sr) 21.6 ug/kg wet 17.2 79.4 40-140 Source: SA12926-01 LCS (4051672 -BSI) 27 -May -04 Analyzed: 28 -May -04 PCB 1016 Prepared: 27 -May -04 Analyzed: 28 -May -04 32.4 ug/kg dry PCB 1016 495 31.0 uW1,19 wet 387 128 40-140 405 PCB 1260 494 31.0 ug/kg wet 387 128 40-140 91.0 Surrogate: 4,4-DB-0ctafluorobiphenyl (Sr) 18.3 ug/kg wet . 31.0 91.3 40-140 40-140 Surrogate: Decachlorobiphenyl (Sr) 25.9 ug/kg wet 31.0 83.5 40-140 32.4 ug/kg dry Duplicate (4051672-DUPI) Source: SA12926-01 Prepared: 27 -May -04 Analyzed: 28 -May -04 PCB 1260 PCB 1016 BRL 32.4 ug/kg dry BRL 40-140 4.72 50 40 PCB 1221 BRL 32.4 ug/kg dry BRL 40 PCB 1232 BRL 32.4 ugfkg dry BRL 40 PCB 1242 BRL 32.4 ug/kg dry BRI, 40 PCB 1248 BRL 32.4 ug/kg dry BRI, 40 PCB 1254 BRL 32.4 ug/kg dry BRL 40 PCB 1260 BRL 32.4 ug/kg dry BRL 40 PCB 1262 BRI, 32.4 ug/kg dry BRL 40 PCB 1268 BPL 32.4 ug/kg dry BRL 40 Surrogate: 4,4-DB-Octafluorobiphenyl (Sr) 27.3 ug/kg dry 32.3 84.5 40-140 Surrogate: Decachlorobiphenyl (Sr) 30.2 ug/kg dry 32.3 93.5 40-140 Matrix Spike (4051672 -MSI) Source: SA12926-01 Prepared: 27 -May -04 Analyzed: 28 -May -04 PCB 1016 527 32.4 ug/kg dry 405 BRL 130 40-140- 0-140-PCB PCB1260 526 32.4 ug/kg dry 405 13RL 130 40-140 Surrogate: 4,4-DB-0ctafluorobiphenyl (Sr) 29.5 ug/kg dry 32.4 91.0 40-140 Surrogate: Decachlorobiphenyl (Sr) 34.4 ug/kg dry 32.4 106 40-140 Matrix Spike Dup (4051672-MSDI) Source: SA12926-01 Prepared: 27 -May -04 Analyzed: 28 -May -04 PCB 1016 456 32.4 ug/kg dry 404 BRL 113 40-140 14.0 50 PCB 1260 502 32.4 ug/kg dry 404 BRI, 124 40-140 4.72 50 i, Surrogate: 4,4-DB-Octafluorobiphenyl (Sr) 26.7 ug/kg dry 32.4 82.4 40-140 Surrogate: Decachlorobiphenyl (Sr) 28.8 ug/kg dry 32.4 88.9 40-140 nGeneral Chemistry Parameters - Quality Control Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag -' i Batch 4051577 - General Preparation Duplicate (4051577-DUPI) Source: SA12919-03 Prepared: 25 -May -04 Analyzed: 26 -May -04 E% Solids 85.8 % 86.1 0.349 20 Batch 4051580 - General Preparation (4051580-DUPI) Source: SA12926-01 Prepared: 25 -May -04 Analyzed: 26 -May -04 CDuplicate % Solids 89.5 % 89.9 0.446 20 i. C This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRI, = Below Reporting Limit Page 13 of 16 Notes and Definitions QM -05 The spike recovery was outside acceptance limits for the MS and/or MSD due to matrix interference. The LCS and/or LCSD were within acceptance limits showing that the laboratory is in control and the data is acceptable. vext2 Field Extracted VOC10 The VOC field preserved soil sample is not within the recommended 1:1 weight to volume ratio. This is based on SW846 methods 5030 and 5035. BRL Below Reporting Limit - Analyte NOT DETECTED at or above the reporting limit dry Sample results reported on a dry weight basis NR Not Reported RPD Relative Percent Difference Laboratory Control Sample (LCS): A known matrix spiked with compound(s) representative of the target analytes, which is used to document laboratory performance. Matrix Duplicate: An intra -laboratory split sample which is used to document the precision of a method in a given sample matrix. Matrix Spike: An aliquot of a sample spiked with a known concentration of target analyte(s). The spiking occurs prior to sample preparation and analysis. A matrix spike is used to document the bias of a method in a given sample matrix. Method Blank: An analyte -free matrix to which all reagents are added in the same volumes or proportions as used in sample processing. The method blank should be carried through the complete sample preparation and analytical procedure. The method blank is used to document contamination resulting from the analytical process. Method Detection Limit (MDL): The minimum concentration of a substance that can be measured and reported with 99% confidence that the analyte concentration is greater than zero and is determined from analysis of a sample in a given matrix type containing the analyte. Reportable Detection Limit (RDL): The lowest concentration that can be reliably achieved within specified limits of precision and accuracy during routine laboratory operating conditions. The RDL is generally 5 to 10 times the MDL. However, it may be nominally chosen within these guidelines to simplify data reporting. For many analytes the RDL analyte concentration is selected as the lowest non -zero standard in the calibration curve. Sample RDLs are highly matrix -dependent. Surrogate: An organic compound which is similar to the target analyte(s) in chemical composition and behavior in the analytical process, but which is not normally found in environmental samples. These compounds are spiked into all blanks, standards, and samples prior to analysis. Percent recoveries are calculated for each surrogate. Validated by: Hanibal C. Tayeh, Ph.D. Nicole Brown This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 14 of 16 C 0 The following outlines the condition of all VPHamples contained within this report upon laboratory receipt. Matrix ❑ queous Soil ❑ Sediment ❑ Other Containers 6 Satisfactory ❑ Broken ❑ Leaking Sample Preservative Aqueous N/A ❑ pH<2 ❑ pH>2 Comment: Soil ort5 Sediment ❑ /A ❑ Samples not received in Methanol or air -tight container ml ethanol/g soil t :1 +/-25% A Other: Samples received in Methanol Covering Soil ❑ Sample r eived in air -tight container: Temperature ❑ Received on ice 2f Recorded Temperature 4. Were all QA/QC procedures followed as required by the VPH method? Yes / No Were any significant modifications made to the VPH method as specified in section 11.3? No *see elow Were all performance/acceptance standards for required QA/QC procedures achieved? YesNo s ' Yes, if PID and FID surrogate recoveries are listed as n/a, then that sample was run via GCMS using all QC criteria specified in the method rThe following outlines the condition of all EPH�samples contained within this report upon laboratory receipt. Matrix 13/Aqueous Soil ❑ Sediment ❑ Other Containers J6 Satisfactory ❑ Broken ❑ Leaking Aqueous Preservative N/A ❑ pH<2 ❑ pH>2 ❑ pH adjusted to <2 in lab Comment: Temperature ❑ Received on ice Recorded Temperature °L Were all QA/QC procedures followed as required by the EPH method? Yes -� No 'Were any significant modifications made to the EPH method as specified in Section 11.3? No j� Were all performance/acceptance standards for required QA/QC procedures achieved? Yes / No LI attest that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. to C orizebki b 1 Ta e�at Ph.D. d nt/Lab ''ry Director 1 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 15 of 16 C MADEP MCP ANALYTICAL METHOD REPORT CERTIFICATION FORM MADEP RTN': Matrix ❑ Groundwater Soil/Sediment ❑ Drinking Water ❑ Other ❑ 8260B ❑ 8151A ❑ 8330 ❑ 6010B ❑ 7470A/IA MCP SW -846 'VP Methods Used ❑ 8270C ❑ 8081A I F11 H 0 6020 ❑ 9014M 2 8082 0 8021B pEPH 13 7000S3 0 7196A I List Release Tracking Number (RTN), if known 2 M - SW -846 Method 9014 or MADEP Physiologically Available Cyanide (PAC) Method 3 S - SW -846 Methods 7000 Series List individual method and analyte An affirmative response to questions A, B, C and D is required for "Presumptive Certainty" status A Were all samples received by the laboratory in a condition consistent with that described on the ❑ Chain of Custody documentation for the data set? 94'e's No Were all QA/QC procedures required for the specified analytical method(s) included in this report B followed, including the requirement to note and discuss in a narrative QC data that did -not meet 0-Y'es ❑ No appropriate performance standards or guidelines? Does the analytical data included in this report meet all the requirements for "Presumptive CM �Ye C Certainty", as described in Section 2.0 of the MADEP document CAM VII A, "Quality Assurance s ❑ No and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data"? D VPH and EPH methods only: Was the VPH or EPH method run without significant modifications, 1 a'l'es ❑ as specified in Section 11.3? No A response to questions E and F below is required for "Presumptive Certainty" status E Were all QC performance standards and recommendations for the specified methods achieved? les ❑ No F Were results for all analyte -list compounds/elements for the specified method(s) reported? des ❑ No All negative responses are addressed in a case narrative on the cover page of this report. I, the undersigned, attest under the pains and penalties of F�erjury that, based upon my personal inquiry of those responsible for obtaining the information, the material contained in this analytical report is, to the best of my knowledge and belief, accurate and complete. I e 1 Han' al . Tay , Ph.D. President/Labora ory Director Date: 5/28/2004 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 16 of 16 B I h�� 0, 0 Vj 0 W. CD CIO 0 0 OC IQ Cr -71 CD (D �3 it V) 0 L) 0 (D # CL CD F— n 0 0 > —CKN CD C, EL 0 un CD > o In > > 0 p 0 > 2. O cp Matrix Preservative # of VOA Vials CN P of Amber Glass o0 # of Clear Glass # of Plastic V4 Rix p Vp pr - �K, w r- CA ep p r2 > > > ::3 > > r) CD oar E; E; r) > z 0- W CD 0 rL LA OQ I h�� c Report Date: 17 -Jun -04 16:45 ❑ Final Report ❑ Re -Issued Report ❑ Revised Report Laboratory Report ECS/Marin 607 North Avenue; Suite 11 Project:Brook School -No. Andover, MA Wakefield, MA 01881 Attn: Michael Penzo Project #:05-202129.00 Laboratory ID Client Sample ID Matrix Date Sampled Date Received SA13882-01 TP -4 Soil 14 -Jun -0411:20 15 -Jun -0414:20 SA13882-02 TP -5 Soil 14 -Jun -0411:50 15 -Jun -0414:20 SA13882-03 TP -6 Soil 14 -Jun -0412:10 15 -Jun -0414:20 SA13882-04 TP -7 Soil 14 -Jun -0412:20 15 -Jun -0414:20 SA13882-05 TP -4 Ground Water 14 -Jun -04 11:20 15 -Jun -04 14:20 SA13882-06 TP -5 Ground Water 14 -Jun -04 11:50 15 -Jun -04 14:20 SA13882-07 TP -7 Ground Water 14 -Jun -04 12:20 15 -Jun -04 14:20 1 attest that the information contained within the report has been reviewed for accuracy and checked against the quality control requirements for each method. All applicable NELAC requirements have been met. Please note that this report contains 33 pages of analytical data plus Chain of Custody document(s). This report may not be reproduced, except in full, without written approval from Spectrum Analytical, Inc. Massachusetts Certification # M-MAI38/MA1110 Authorized by: Connecticut # PH -0777 Florida # E87600� Maine # MA138 New Hampshire # 2538 New York # 11393 1` s Rhode Island # 98 Hanibal C. Tayeh, Ph.D. USDA # S-51435 President/Laboratory Director Please refer to our "Quality" webpage at www spectrum -a nalytica L com for a full listing of our current certifications. CASE NARRATIVE: n The data set for work order SAI 3882 complies with internal QC criteria for the methods performed. The samples were received in a cooler @ 5.0 degrees Celcius. An infrared thermometer with a tolerance of +/- 2.0 degrees Celcius was used immediately upon receipt of the samples. MADEP has published a list of analytical methods (CAM) which provides a series of recommended protocols for the acquisition, analysis and reporting of analytical data in support of MCP decisions. 'Presumptive Certainty" can be established only for those methods published by the MADEP in the MCP CAM. Please refer to "Notes and Definitions" for all sample/analyte qualifiers. Pagel of 33 Sample Identification Client Project # Matrix Collection Date/Time Received TP -4 05-202129.00 Soil 14 -Jun -0411:20 15 -Jun -04 SA 13882-01 Analyte(s) Result *RDL/Units Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds 88.8 70-130% " Surrogate: 2,5-Dibromotoluene (PID) VOC Extraction Field extracted N/A I voc 15 -Jun -04 15 -Jun -04 4060980 WH VPHAliphatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS R-05 C5 -C8 Aliphatic Hydrocarbons 42.9 5.96 mg/kg dry 250 MA VPH 98-01 15 -Jun -04 16 -Jun -04 4060927 SS C9 -C12 Aliphatic Hydrocarbons 108 1.99 mg/kg dry 250 " C9 -CIO Aromatic Hydrocarbons 95.7 1.99 mg/kg dry 250 " Unadjusted C5 -C8 Aliphatic 42.9 5.96 mg/kg dry 250 " Hydrocarbons Prepared by method SW846 3550B Naphthalene Unadjusted C9 -C12 Aliphatic 204 1.99 mg/kg dry 250 " Hydrocarbons Acenaphthylene BRL 300 ug/kg dry 1 " VPH Target Analytes BRL Prepared by method SW846 5030 Soil MS R-05 Benzene BRL 397 ug/kg dry 250 " Ethylbenzene BRL 397 ug/kg dry 250 " Methyl tert-butyl ether BRL 397 ug/kg dry 250 " Naphthalene BRL 397 ug/kg dry 250 " Toluene BRL 397 ug/kg dry 250 " m,p-Xylene BRL 794 ug/kg dry 250 " o -Xylene BRL 397 ug/kg dry 250 " Surrogate: 2,5-Dibromotoluene (FID) 88.8 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 90.4 70-130% " Extractable Petroleum Hydrocarbons EPHAliphatic/Aromatic Ranges Prepared by method SW846 3550B C9 -C18 Aliphatic Hydrocarbons 1,720 602 mg/kg dry 1 MA EPH 98-1 16 -Jun -04 17 -Jun -04 4060944 KG C19 -C36 Aliphatic Hydrocarbons 522 60.2 mg/kg dry CI I -C22 Aromatic Hydrocarbons 762 60.2 mg/kg dry Unadjusted CI I -C22 Aromatic 764 60.2 mg/kg dry 1 " Hydrocarbons EPH Target PAHAnalvtes Prepared by method SW846 3550B Naphthalene BRL 300 ug/kg dry 1 " 2 -Methylnaphthalene BRL 300 ug/kg dry 1 " Acenaphthylene BRL 300 ug/kg dry 1 " Acenaphthene BRL 300 ug/kg dry I " Fluorene 580 300 ug/kg dry 1 " Phenanthrene 571 300 ug/kg dry 1 " Anthracene BRL 300 ug/kg dry 1 " Fluoranthene BRL 300 ug/kg dry 1 " Pyrene 586 300 ug/kg dry 1 " Benzo (a) anthracene BRL 300 ug/kg dry 1 " Chrysene BRI, 300 ug/kg dry I " Benzo (b) fluoranthene BRL 300 ug/kg dry 1 " Benzo (k) fluoranthene BRI, 300 ug/kg dry 1 " Benzo (a) pyrene BRL 300 ug/kg dry I " Indeno (1,2,3 -cd) pyrene BRL 300 ug/kg dry 1 " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 2 of 33 C j—j Sample Identification L TP -4 SA 13882-01 Analytes) Result Extractable Petroleum Hydrocarbons EPH Target PAH Analytes 1 Dibenzo (a,h) anthracene BRL Benzo (g,h,i) perylene - — BRL 11t- J'I Surrogate: I-Chlorooctadecane 61.8 Surrogate: Ortho-Terphenyl 56.9 n Surrogate:2-Bromonaphthalene 44.8 �UI Surrogate: 1-Fluorobiphenyl 45.1 t General Chemistry Parameters % Solids 83.3 1 is i !i t; P t: Client Project # Matrix Collection Date/Time Received 05-202129.00 Soil 14 -Jun -0411:20 l5 -Jun -04 *RDL4Jnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Prepared by method SW846 3550B 300 ug/kg dry I MA EPH 98-1 300 ug/kg dry I " 40-140% 40-140% 40-140% 40-140% 16 -Jun -04 17 -Jun -04 4060944 KG % I SM2540 G Mod. 15 -Jun -04 16 -Jun -04 4060974 WH This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 3 of 33 Sample Identification Client Project # Matrix Collection Date/Time Received TP -5 05-202129.00 Soil 14 -Jun -0411:50 15 -Jun -04 SAI3882-02 Analytes) Result *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds 93.2 70-130% " Surrogate: 2,5-Dibromotoluene (PID) VOC Extraction Field extracted N/A I VOC 15 -Jun -04 15 -Jun -04 4060980 WH VPH Aliphatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS VOCIo C5 -C8 Aliphatic Hydrocarbons BRI 1.93 mg/kg dry 50 MA VPH 98-01 15 -Jun -04 16 -Jun -04 4060927 SS C9 -C 12 Aliphatic Hydrocarbons 25.3 0.644 mg/kg dry 50 " C9 -C 10 Aromatic Hydrocarbons 19.0 0.644 mg/kg dry 50 " Unadjusted C5 -C8 Aliphatic BRL 1.93 mg/kg dry 50 " Hydrocarbons Prepared by method SW846 3550B Naphthalene Unadjusted C9 -C 12 Aliphatic 44.4 0.644 mg/kg dry 50 " Hydrocarbons Acenaphthylene BRL 441 ug/kg dry I " VPH Target Analytes BRL Prepared by method SW846 5030 Soil MS VOC10 Benzene BRL 129 ug/kg dry 50 " Ethylbenzene BRL 129 ug/kg dry 50 " Methyl tert-butyl ether BRL 129 ug/kg dry 50 " Naphthalene BRL 129 ug/kg dry 50 " Toluene BRL 129 ug/kg dry 50 " m,p-Xylene BRI 258 ug/kg dry 50 " o -Xylene BRL 129 ug/kg dry 50 " Surrogate: 2,5-Dibromotoluene (FID) 93.2 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 98.4 70-130% " Extractable Petroleum Hydrocarbons EPH Alkehatic/Aromatic Ranges Prepared by method SW846 3550B C9 -C 18 Aliphatic Hydrocarbons 2,780 88.6 mg/kg dry 1 MA EPH 98-1 16 -Jun -04 17 -Jun -04 4060944 KG C 19-06 Aliphatic Hydrocarbons 2,890 88.6 mg/kg dry I " C I I -C22 Aromatic Hydrocarbons 820 88.6 mg/kg dry 1 " Unadjusted C 11-C22 Aromatic 821 88.6 mg/kg dry l " Hydrocarbons EPH Target PAH Analytes Prepared by method SW846 3550B Naphthalene BRL 441 ug/kg dry 2 -Methylnaphthalene BRI, 441 ug/kg dry 1 " Acenaphthylene BRL 441 ug/kg dry I " Acenaphthene BRL 441 ug/kg dry 1 " Fluorene BRL 441 ug/kg dry Phenanthrene BRL 441 ug/kg dry 1 " Anthracene BRL 441 ug/kg dry 1 " Fluoranthene BRL 441 ug/kg dry I " Pyrene 894 441 ug/kg dry 1 " Benzo (a) anthracene BRL 441 ug/kg dry Chrysene BRL 441 ug/kg dry 1 " Benzo (b) fluoranthene BRI, 441 ug/kg dry 1 " Benzo (k) fluoranthene BRL 441 ug/kg dry Benzo (a) pyrene BRI, 441 ug/kg dry 1 " Indeno (1,2,3 -cd) pyrene BRL 441 ug/kg dry 1 " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 4 of 33 C Sample Identification TP -5 S A13882-02 Analyte(s) Extractable Petroleum Hydrocarbons tes EPH Target PAHAnalytes Dibenzo (a,h) anthracene a Benzo (g,h,i) perylene Surrogate: 1-Chlorooctadecone Surrogate: Ortho -Terp h e n yl Surrogate: 2-Bromonaphthalene Surrogate: 2-Fluorobiphenyl General Chemistry Parameters % Solids i 1 . i 1 ; 1 U. 1 Client Proiect # Matrix Collection Date/Time Received 05-202129.00 Soil 14 -Jun -0411:50 15 -Jun -04 Result *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Prepared by method SW846 3550B BRL 441 ug/kg dry I MA EPH 98-1 16 -Jun -04 17 -Jun -04 4060944 KG BRL 441 ug/kg dry I 108 40-140% " 42.7 40-140% " 50.4 40-140% " 43.7 40-140% " 46.0 % I SM2540 G Mod. 15 -Jun -04 I6 -Jun -04 4060974 WH This laboratory report is not valid without an authorized signature on the cover page. 'Reportable Detection Limit BRL = Below Reporting Limit Page 5 of 33 i . Sample Identification Client Project # Matrix Collection Date/Time Received TP -6 05-202129.00 Soil 14 -Jun -0412:10 15 -Jun -04 SA13882-03 Analyte(s) Result *RDI/Units Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds VOC 15 -Jun -04 15 -Jun -04 4060980 WH VOC Extraction Field extracted VPN Aliphatic/Aromatic Carbon Ranges C5 -C8 Aliphatic Hydrocarbons BRL C9 -C12 Aliphatic Hydrocarbons 51.4 C9 -C 10 Aromatic Hydrocarbons 53.1 Unadjusted C5 -C8 Aliphatic BRI, Hydrocarbons Prepared by method Unadjusted C9 -C12 Aliphatic 104 Hydrocarbons 317 ug/kg dry 250 VPH Target Analytes 317 ug/kg dry 250 Benzene BRL Ethylbenzene BRL Methyl tert-butyl ether BRL Naphthalene 452 Toluene BRL m,p-Xylene BRL o -Xylene BRL Surrogate: 2,5-Dibromotoluene (FID) 96.8 Surrogate: 2,5-Dibromotoluene (PID) 97.0 Extractable Petroleum Hydrocarbons EPHAliphatic/Aromatic Ranges C9 -C18 Aliphatic Hydrocarbons 355 C19-06 Aliphatic Hydrocarbons 175 Cl I -C22 Aromatic Hydrocarbons 188 Unadjusted C 11-C22 Aromatic 189 Hydrocarbons EPH Target PAH Analytes Naphthalene BRL 2 -Methylnaphthalene BRL Acenaphthylene BRL Acenaphthene BRL Fluorene BRL Phenanthrene 604 Anthracene BRI, Fluoranthene BRI, Pyrene 294 Benzo (a) anthracene BRI, Chrysene BRL Benzo (b) fluoranthene BRI, Benzo (k) fluoranthene BRI, Benzo (a) pyrene BRL Indeno (1,2,3 -cd) pyrene BRL N/A I VOC 15 -Jun -04 15 -Jun -04 4060980 WH Prepared by method SW846 5030 Soil MS 4.76 mg/kg dry 250 MA VPH 98-01 15 -Jun -04 16 -Jun -04 4060927 SS 1.59 mg/kg dry 250 " 1.59 mg/kg dry 250 " 4.76 mg/kg dry 250 " 1.59 mg/kg dry 250 " Prepared by method SW846 5030 Soil MS 317 ug/kg dry 250 " 317 ug/kg dry 250 " 317 ug/kg dry 250 " 317 ug/kg dry 250 " 317 ug/kg dry 250 " 635 ug/kg dry 250 " 317 ug/kg dry 250 " 70-130% " 70-130% " Prepared by method SW846 3550B 44.6 mg/kg dry 1 MA EPH 98-1 16 -Jun -04 17 -Jun -04 4060944 KG 44.6 mg/kg dry 1 " 44.6 mg/kg dry 1 „ 44.6 mg/kg dry 1 " Prepared by method SW846 3550B 222 ug/kg dry t " 222 ug/kg dry 1 " 222 ug/kg dry 222 ug/kg dry I " 222 ug/kg tel+ 1 „ 222 ug/kg dry 222 ug/kg dry I " 222 ug/kg dry 1 " 222 ug/kg dry 1 " 222 ug/kg dry I " 222 ug/kg dry 1 " 222 ug/kg dry t " 222 ug/kg dry 1 " 222 ug/kg dry I " 222 ug/kg dry 1 " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 6 of 33 C n Sample Identification TP -6 SA 13882-03 Analyte(s) Result Extractable Petroleum Hydrocarbons EPH Target PAH Analytes Dibenzo (a,h) anthracene BRL Benzo (g,h,i) perylene BRL 1 Surrogate: I-Chlorooctadecane Surrogate: Ortho-Terphenyl Surrogate: 2-Bromonaphthalene Surrogate: 2-Fluorobiphenyl General Chemistry Parameters % Solids 88.4 i �I Client Project # Matrix Collection Date/Time Received 05-202129.00 Soil 14 -Jun -0412:10 15 -Jun -04 *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Prepared by method SW846 3550B 222 ug/kg dry I MA EPH 98-1 16 -Jun -04 17 -Jun -04 4060944 KG 222 ug/kg dry 1 1." " " 81.7 40-140% " 48.5 40-140% " 59.0 40-140% " 59.9 40-140% " % 1 SM2540 G Mod. 15 -Jun -04 16 -Jun -04 4060974 WH t L This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 7 of 33 Sample Identification Client Project # Matrix Collection Date/Time Received TP -7 05-202129.00 Soil 14 -Jun -0412:20 15 -Jun -04 SA13882-04 Analyte(s) Result *RDIJUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds 97.2 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 102 VOC Extraction Field extracted N/A I VOC 15 -Jun -04 15 -Jun -04 4060980 WH VPH Aliphatic/Aromatic Carbon Ranges Prepared by method SW846 5030 Soil MS C5 -C8 Aliphatic Hydrocarbons BRL 5.80 mg/kg dry 250 MA VPH 98-01 15 -Jun -04 16 -Jun -04 4060927 SS C9 -C 12 Aliphatic Hydrocarbons 48.0 1.93 mg/kg dry 250 " C9 -C 10 Aromatic Hydrocarbons 47.3 1.93 mg/kg dry 250 " Unadjusted C5 -C8 Aliphatic BRL 5.80 mg/kg dry 250 " Hydrocarbons 188 ug/kg dry I " Acenaphthylene BRL 188 ug/kg dry I " Unadjusted C9 -C12 Aliphatic 95-3 1.93 mg/kg dry 250 " Hydrocarbons Phenanthrene BRL 188 ug/kg dry 1 " Anthracene VPHTaMetAnalytes 188 ug/kg dry I " Prepared by method SW846 5030 Soil MS Benzene BRL 387 ug/kg dry 250 " Ethylbenzene BRI, 387 ug/kg dry 250 " Methyl tert-butyl ether BRL 387 ug/kg dry 250 " Naphthalene BRL 387 ug/kg dry 250 " Toluene BRI, 387 ug/kg dry 250 " m,p-Xylene BRL 773 ug/kg dry 250 " o -Xylene BRL 387 ug/kg dry 250 " Surrogate: 2,5-Dibromotoluene (FID) 97.2 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 102 70-130% " Extractable Petroleum Hydrocarbons EPH Aliphatic/Aromatic Ranges Prepared by method SW846 3550B C9 -C18 Aliphatic Hydrocarbons 428 37.8 mg/kg dry I MA EPH 98-1 16 -Jun -04 17 -Jun -04 4060944 KG C19 -C36 Aliphatic Hydrocarbons 220 37.8 mg/kg dry I " C1 I -C22 Aromatic Hydrocarbons 179 37.8 mg/kg dry I " Unadjusted C11 -C22 Aromatic 179 37.8 mg/kg dry I " Hydrocarbons EPH Target PAHAnalytes Prepared by method SW846 3550B Naphthalene BRL 188 ug/kg dry I " 2 -Methylnaphthalene BRL 188 ug/kg dry I " Acenaphthylene BRL 188 ug/kg dry I " Acenaphthene BRL 188 ug/kg dry I " Fluorene BRL 188 ug/kg dry 1 " Phenanthrene BRL 188 ug/kg dry 1 " Anthracene BRL 188 ug/kg dry I " Fluoranthene BRL 188 ug/kg dry 1 " Pyrene BRL 188 ug/kg dry 1 " Benzo (a) anthracene BRL 188 ug/kg dry I " Chrysene BRL 188 ug/kg dry 1 " Benzo (b) fluoranthene BRI, 188 ug/kg dry I " Benzo (k) fluoranthene BRL 188 ug/kg dry I " Benzo (a) pyrene BRL 188 ug/kg dry t " Indeno (1,2,3 -cd) pyrene BRL 188 ug/kg dry 1 " This laboratory report is not valid without an authorized signature on the cover page. `Reportable Detection Limit BRL = Below Reporting Limit Page 8 of 33 r;l Sample Identification 1 TP -7 SA13882-04 Analyte(s) Result Extractable Petroleum Hydrocarbons EPH Target PAH Analytes Dibenzo (a,h) anthracene BRI, r -I Benzo (g,h,i) perylene BRL Surrogate: 1-Chlorooctadecane �J Surrogate: Ortho-Terphenyl Surrogate: 2 -Brom onaph thal ene Surrogate: 2-Fluorobiphenyl �J General Chemistry Parameters % Solids 82.9 L l F f 1 C LA Client Project # Matrix Collection Date/Time Received 05-202129.00 Soil 14 -Jun -04 12:20 15 -Jun -04 *RDLUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Prepared by method SW846 3550B 188 ug/kg dry I MA EPH 98-1 16 -Jun -04 17 -Jun -04 4060944 KG 188 ug/kg dry I " 100 40-140 52.1 40-140% " 45.9 40-140% " 45.9 40-140% 1 SM2540 G Mod. 15 -Jun -04 16 -Jun -04 4060974 WH ` This laboratory report is not valid without an authorized signature on the cover page. `Reportable Detection Limit BRL = Below Reporting Limit Page 9 of 33 Sample Identification Client Project # Matrix Collection Date/Time Received TP-4 05-202129.00 Ground Water 14-Jun-04 11:20 15-Jun-04 SA 13882-05 Analyte(s) Result *RDUUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds Volatile Organic Compounds by SIlY846 8260B Prepared by method Volatiles R-05 Acetone BRL 1000 ug/l 100 SW846 8260B 16-Jun-04 16-Jun-04 4060970 RLI Acrylonitrile BRL 50.0 ug/l 100 Benzene BRL 50.0 ug/l 100 " Bromobenzene BRL 50.0 ug/l 100 " Bromochloromethane BRL 50.0 ug/l 100 " Bromodichloromethane BRL 50.0 ug/l 100 " Bromoform BRL 50.0 ug/l 100 " Bromomethane BRL 100 ug/I 100 " 2-Butanone (MEK) BRL 500 ug/l 100 " n-Butylbenzene BRL 50.0 ug/I 100 " sec-Butylbenzene 115 50.0 ug/l 100 " tert-Butylbenzene BRL 50.0 ug/I 100 " Carbon disulfide BRL 250 ug/l 100 " Carbon tetrachloride BRL 50.0 ug/l 100 " Chlorobenzene BRL 50.0 ug/l 100 " Chloroethane BRL 100 ug/l 100 " Chloroform BRL 50.0 ug/l 100 " Chloromethane BRL 100 ug/l 100 " 2-Chlorotoluene BRL 50.0 ug/l 100 " 4-Chlorotoluene BRL 50.0 ug/l 100 " 1,2-Dibromo-3-chloropropane BRL 100 ug/l too " Dibromochloromethane BRL 50.0 ug/l 100 " 1,2-Dibromoethane (EDB) BRL 50.0 ug/l 100 " Dibromomethane BRL 50.0 ug/l 100 " 1,2-Dichlorobenzene BRL 50.0 ug/I 100 " 1,3-Dichlorobenzene BRL 50.0 ug/l 100 " 1,4-Dichlorobenzene BRL 50.0 ug/l loo " Dichlorodifluoromethane (Freon] 2) BRL 100 ug/l 100 " I,1-Dichloroethane BRL 50.0 ug/l 100 " 1,2-Dichloroethane BRL 50.0 ug/l 100 " 1,1-Dichloroethene BRL 50.0 ug/l 100 " cis-1,2-Dichloroethene BRL 50.0 ug/l 100 " trans-1,2-Dichloroethene BRL 50.0 ug/l 100 " 1,2-Dichloropropane BRL 50.0 ug/l 100 " 1,3-Dichloropropane BRL 50.0 ug/I 100 " 2,2-Dichloropropane BRL 50.0 ug/l 100 " 1,1-Dichloropropene BRL 50.0 ug/l loo cis-1,3-Dichloropropene BRL 50.0 ug/l 100 " trans-1,3-Dichloropropene BRL 50.0 ug/l 100 " Ethylbenzene BRL 50.0 ug/l 100 " Hexachlorobutadiene BRL 50.0 ug/l too " 2-Hexanone (MBK) BRL 500 ug/I 100 " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 10 of 33 Sample Identification TP -4 SA 13882-05 Client Project # Matrix Collection Date/Time Received 05-202129.00 Ground Water 14 -Jun -04 11:20 15 -Jun -04 Analytes) Result *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds Volatile Organic Compounds by SW846 82608 Prepared by method Volatiles R-05 lsopropylbenzene BRI, 50.0 ug/l 100 SW846 8260B 16 -Jun -04 16 -Jun -04 4060970 RIJ 4-Isopropyltoluene BRI, 50.0 ugA 100 " Methyl tert-butyl ether BRL 50.0 ug/l 100 " 4-Methyl-2-pentanone (M1BK) BRL 500 ug/l 100 " Methylene chloride BRL 500 ug/l 100 " Naphthalene BRL 50.0 ug/l 100 " n-Propylbenzene BRI, 50.0 ug/l 100 " Styrene BRL 50.0 ug/l too " ^ 1,1,1,2 -Tetrachloroethane BRL 50.0 ug/l 100 " 1,1,2,2 -Tetrachloroethane BRL 50.0 ug/l too " Tetrachloroethene BRL 50.0 ug/l too " Toluene BRI, 50.0 ug/1 too " 1,2,3-Trichlorobenzene BRI, 50.0 ugA too " 1,2,4-Trichlorobenzene BRL 50.0 ug/l too " 1,1,1 -Trichloroethane BRL 50.0 ug/l 100 " 1,1,2 -Trichloroethane BRL 50.0 ug/l 100 ^ Trichloroethene BRL 50.0 ug/l 100 " Trichlorofluoromethane (Freon 11) BRL 50.0 ug/l 100 " 1,2,3-Trichloropropane BRI, 50.0 ug/l too " 1,2,4-Trimethylbenzene BRL 50.0 ugA 100 " 1,3,5-Trimethylbenzene BRL 50.0 ug/l 100 " Vinyl chloride BRL 50.0 ug/l 100 " m,p-Xylene BRI, 100 ug/l 100 " o -Xylene BRI, 50.0 ug/l too " Surrogate: 4-Bromofluorobenzene 99.2 70-130% " Surrogate: Toluene -d8 102 70-130% " Surrogate: 1,2-Dichloroethane-d4 114 70-130% " Surrogate: Dibromofluoromethane 114 70-130% VPH Aliphatic/Aromatic Carbon Ranges Prepared by method Volatiles C5 -C8 Aliphatic Hydrocarbons BRI, 1.50 mg/l 100 MA VPH 98-01 15 -Jun -04 16 -Jun -04 4060928 kw C9 -C12 Aliphatic Hydrocarbons 28.8 0.500 mg/l 100 " C9 -C10 Aromatic Hydrocarbons 20.8 0.500 mg/l 100 " Unadjusted C5 -C8 Aliphatic BRL 1.50 mg/l 100 " Hydrocarbons Unadjusted C9 -C12 Aliphatic 49.6 0.500 mg/l too " Hydrocarbons VPH Target Analytes Prepared by method Volatiles Benzene BRL 50.0 ug/l too " Ethylbenzene BRL 50.0 ug/l 100 " Methyl tert-butyl ether BRI, 50.0 ug/l 100 " Naphthalene BPL 50.0 ug/l 100 " This laboratory report is not valid without an authorized signature on the cover page. 'Reportable Detection Limit BRL = Below Reporting Limit Page I I of 33 Sample Identification TP -4 SA 13882-05 Client Project # Matrix Collection Date/Time Received 05-202129.00 Ground Water 14 -Jun -04 11:20 15 -Jun -04 Analyte(s) Result *RDL/Units Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds VPH Target Analytes Prepared by method Volatiles Toluene BRI, 50.0 ug/l 100 MA VPH 98-01 15 -Jun -04 16 -Jun -04 4060928 kw m,p-Xylene BRI, 100 ug/l loo " o -Xylene BRL 50.0 ug/l 100 " Surrogate: 2,5-Dibromotoluene (FID) 154 70-130% S-04 Surrogate: 2,5-Dibromotoluene (PID) 121. 70-130% " Extractable Petroleum Hydrocarbons EPHAliphatic/Aromatic Ranges Prepared by method SW846 3510C R-05 C9 -C18 Aliphatic Hydrocarbons 107,000 8.00 mg/l 2 MA EPH 98-I 16 -Jun -04 17 -Jun -04 4060942 KG C19 -C36 Aliphatic Hydrocarbons 26,600 8.00 mg/l 2 " CI I -C22 Aromatic Hydrocarbons 32,300 8.00 mg/1 2 " Unadjusted CI I -C22 Aromatic 32,500 8.00 mg/l 2 " Hydrocarbons EPH Target PAHAnalytes Prepared by method SW846 3510C R-05 Naphthalene BRI, 40.0 ug/l 2 ^ 2 -Methylnaphthalene BRL 40.0 ug/l 2 " Acenaphthylene BRI, 40.0 ug/l 2 " Acenaphthene BRI, 40.0 ug/I 2 " Fluorene 49,600 40.0 ug/l 2 " Phenanthrene 62,600 40.0 ug/l 2 " Anthracene BRI, 40.0 ug/l 2 Fluoranthene BRL 40.0 ug/l 2 " Pyrene 28,200 40.0 ug/l 2 " Benzo (a) anthracene BRL 40.0 ug/l 2 " Chrysene BRI, 40.0 ug/l 2 " Benzo (b) fluoranthene BRL 40.0 ug/l 2 " Benzo (k) fluoranthene BRL 40.0 ug/l 2 " Benzo (a) pyrene BRL 40.0 ug/l 2 " Indeno (1,2,3 -cd) pyrene BRL 40.0 ug/l 2 " Dibenzo (a,h) anthracene BRL 40.0 ug/l 2 " Benzo (g,h,i) perylene BRL 40.0 ug/l 2 Surrogate: 1-Chlorooctadecane 57.4 40-140% " Surrogate: Ortho-Terphenyl 76.2 40-140% " Surrogate: 2-Bromonaphthalene 118 40-140% " Surrogate: 2-Fluorobiphenyl 129 40-140% " TPH 8/00 by GC Prepared by method SW846 3535 Gasoline BRL 8.0 mg/1 2 SW846 8100 Mod. 16 -Jun -04 17 -Jun -04 4060945 " Fuel Oil 42 167,000 8.0 mg/l 2 " Fuel Oil #4 BRL 8.0 mg/l 2 " Fuel Oil #6 BRL 8.0 mg/l 2 " Motor Oil BRI, 8.0 mg/l 2 " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRI, = Below Reporting Limit Page 12 of 33 C-. I Sample Identification TP -4 SA 13882-05 Analyte(s) Extractable Petroleum Hydrocarbons n' TPH 8100 by GC Ligroin Aviation Fuel 3 Unidentified Other Oil Total Petroleum Hydrocarbons Surrogate.' 1-Chlorooctodecane L I T . t i` Client Project 0 Matrix Collection Date/Time Received 05-202129.00 Ground Water 14 -Jun -04 11:20 15 -Jun -04 Result *RDUUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Prepared by method SW846 3535 BRL 8.0 mg/l 2 SW846 8100 Mod. I6 -Jun -04 17 -Jun -04 4060945 KG BRL 8.0 mg/l 2 " BRL 8.0 mg/l 2 BRL 8.0 mg/l 2 " 167.000 8.0 mg/I 2 " 115 40-140% " " " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 13 of 33 Sample Identification Client Project # Matrix Collection Date/Time Received TP -5 05-202129.00 Ground Water 14 -Jun -04 11:50 15 -Jun -04 SA l 3882-06 Analyte(s) Result *RDLIUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds VPH Aliphatic/Aromatic Carbon Ranges Prepared by method Volatiles C5 -C8 Aliphatic Hydrocarbons BRL 0.750 mg/I 50 MA VPH 98-01 15 -Jun -04 16 -Jun -04 4060928 kw C9 -C12 Aliphatic Hydrocarbons 14.2 0.250 mg/l 50 " C9 -C 10 Aromatic Hydrocarbons 10.8 0.250 mg/I 50 " Unadjusted C5 -C8 Aliphatic BRL 0.750 mg/1 50 " Hydrocarbons Unadjusted C9 -C 12 Aliphatic 25.0 0.250 mg/1 so " Hydrocarbons VPH TargetAnalvtes Prepared by method Volatiles Benzene BRI, 25.0 ug/I 50 " Ethylbenzene BRL 25.0 ug/I 50 " Methyl tert-butyl ether BRL 25.0 ug/1 50 " Naphthalene BRL 25.0 ug/I 50 " Toluene BRL 25.0 ug/I 50 " m,p-Xylene BRL 50.0 ug/1 50 " o -Xylene BRL 25.0 ug/I 50 " Surrogate: 2,5-Dibromotoluene (FID) 128 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 106 70-130% " Extractable Petroleum Hydrocarbons EPHAIiphatic/Aromatic Ranges Prepared by method SW846 3510C C9 -C18 Aliphatic Hydrocarbons 128 0.200 mg/I 1 MA EPH 98-1 16 -Jun -04 17 -Jun -04 4060942 KG C19-06 Aliphatic Hydrocarbons 82.3 0.200 mg/I 1 " CI 1-C22 Aromatic Hydrocarbons 36.9 0.200 mg/1 l " Unadjusted Cl 1-C22 Aromatic 36.9 0.200 mg/I 1 " Hydrocarbons EPH Target PAHAnalytes Prepared by method SW846 3510C Naphthalene BRI, 1.00 ug/1 1 " 2 -Methylnaphthalene BRL 1.00 ug/1 I " Acenaphthylene BRL 1.00 ug/1 1 " Acenaphthene BRL 1.00 ug/1 I " Fluorene BRL 1.00 ug/1 t " Phenanthrene BRI, 1.00 ug/1 I " Anthracene BRL 1.00 ug/1 t " Fluoranthene BRL 1.00 ug/1 Pyrene 39.5 1.00 ug/I t " Benzo (a) anthracene BRL 1.00 ug/1 1 " Chrysene BRL 1.00 ug/1 I " Benzo (b) fluoranthene BRL 1.00 ug/1 1 " Benzo (k) fluoranthene BRL 1.00 ug/1 1 " Benzo (a) Pyrene BRL 0.200 ug/1 1 " Indeno (1,2,3 -cd) pyrene BRL 0.500 ug/I 1 " Dibenzo (a,h) anthracene BRL 0.500 ug/I 1 " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 14 of 33 L� 1: Matrix Ground Water Collection Date/Time 14 -Jun -04 11:50 Sample Identification Result *RDUUnits Dilution Method Ref. TP -5 Batch Analyst Flag SA13882-06 nAnalyte(s) (U Extractable Petroleum Hydrocarbons EPH Target PAH Analytes Benzo (g,h,i) perylene I-Chlorooctadecane prSurrogate: Surrogate: Ortho-Terphenyl Surrogate:2-Bromonaphthalene Surrogate: 2-Fluorobiphenyl U a r` r t i C. Client Project # 05-202129.00 Matrix Ground Water Collection Date/Time 14 -Jun -04 11:50 Received 15 -Jun -04 Result *RDUUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Prepared by method SW846 3510C BRL 1.00 ug/1 I MA EPH 98-1 I6 -Jun -04 17 -Jun -04 4060942 KG 56.3 40-140 58.8 40-140% " 46.8 40-140 47.5 40-140 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page IS of 33 t Sample Identification Client Project # Matrix Collection Date/Time Received TP-7 05-202129.00 Ground Water 14-Jun-04 12:20 15-Jun-04 SA13882-07 Analyte(s) Result *RDUUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag Volatile Organic Compounds VPHAliphaticJAromatic Carbon Ranges Prepared by method Volatiles C5-C8 Aliphatic Hydrocarbons BRL 0.0750 mg/l 5 MA VPH 98-01 17-Jun-04 17-Jun-04 4061023 kw C9-C12 Aliphatic Hydrocarbons 0.105 0.0250 mg/l 5 " C9-C10 Aromatic Hydrocarbons 0.0933 0.0250 mg/l 5 " Unadjusted C5-C8 Aliphatic BRL 0.0750 mg/l 5 " Hydrocarbons Unadjusted C9-C12 Aliphatic 0.198 0.0250 mg/l 5 " Hydrocarbons VPH Target Analytes Prepared by method Volatiles Benzene BRL 5.0 ug/l 5 " Ethylbeazene BRL 5.0 ug/I 5 " Methyl tent-butyl ether BRL 5.0 ug/l 5 " Naphthalene BRL 5.0 ug/I 5 " Toluene BRL 5.0 ug/l 5 " m,p-Xylene BRL 10.0 ug/1 5 " o-Xylene BRL 5.0 ug/l 5 " Surrogate: 2,5-Dibromotoluene (FID) 92.0 70-130% " Surrogate: 2,5-Dibromotoluene (PID) 92.6 70-130% " Extractable Petroleum Hydrocarbons EPHAliphatic/Aromatic Ranges Prepared by method SW846 3510C C9-C18 Aliphatic Hydrocarbons 14.7 0.200 mg/I 1 MA EPH 98-1 16-Jun-04 17-Jun-04 4060942 KG C19-06 Aliphatic Hydrocarbons 13.1 0.200 mg/l 1 " C 11'-C22 Aromatic Hydrocarbons 9.02 0.200 mg/1 t " Unadjusted CI I-C22 Aromatic 9.05 0.200 mg/I 1 " Hydrocarbons , EPH Target PAH Analytes Prepared by method SW846 3510C Naphthalene BRL 1.00 ug/I 1 " 2-Methylnaphthalene BRL 1.00 ug/l t " Acenaphthylene BRL 1.00 ug/I t " Acenaphthene BRL 1.00 ug/1 1 " Fluorene BRL 1.00 ug/l 1 " Phenanthrene 24.2 1.00 ug/I 1 " Anthracene 5.96 1.00 ug/1 t " Fluoranthene BRL 1.00 ug/1 1 " Pyrene 9.30 1.00 ug/1 1 " Benzo (a) anthracene BRL 1.00 ug/1 t " Chrysene BRL 1.00 ug/1 t " Benzo (b) fluoranthene BRL 1.00 ug/l t " Benzo (k) fluoranthene BRL 1.00 ug/l 1 " Benzo (a) pyrene BRL 0.200 ug/1 t " Indeno (1,2,3-cd) pyrene BRL 0.500 ug/1 Dibenzo (a,h) anthracene BRL 0.500 ug/I t " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 16 of 33 Sample Identification TP -7 SA13882-07 Client Project # Matrix Collection Date/Time Received 05-202129.00 Ground Water 14 -Jun -04 12:20 15 -Jun -04 Analyte(s) Result *RDIJUnits Dilution Method Ref. Prepared Analyzed Batch Analyst Flag 1 Extractable Petroleum Hydrocarbons nEPH Target PAH Analytes t Benzo (g,h,i) perylene BRL Prepared by method SW846 3510C 1.00 ug/l I MA EPH 98-1 16 -Jun -04 17 -Jun -04 4060942 KG 64.6 Surrogate: I-Chlorooctadecan e 44.0 pi Surrogate: Ortho-Terphenyt 40-140% " 47.8 Surrogate:2-Bromonaphihalene Surrogate: 2-Fluorobiphenyl i t t Pi i Prepared by method SW846 3510C 1.00 ug/l I MA EPH 98-1 16 -Jun -04 17 -Jun -04 4060942 KG 64.6 40-140% " 44.0 40-140% " 46.4 40-140% " 47.8 40-140% " This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 17 of 33 G E Surrogate: 2,5-Dibromotoluene (FID) 61.2 Volatile Organic Compounds - Quality Control 50.0 122 70-130 Surrogate: 2,5-Dibromotoluene (PID) i ug/kg wet 50.0 Spike Source %REC RPD { Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Prepared: 15 -Jun Batch 4060927 - SW846 5030 Soil MS C5 -C8 Aliphatic Hydrocarbons 153 mg/kg wet Blank (4060927-BLKI) 118 Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 i C5 -C8 Aliphatic Hydrocarbons BRL 0.0750 mg/kg wet f -j C9 -C 12 Aliphatic Hydrocarbons BRL 0.0250 mg/kg wet mg/kgwet C9 -C 10 Aromatic Hydrocarbons BRL 0.0250 mg/kg wet Unadjusted C5 -C8 Aliphatic Unadjusted CS -C8 Aliphatic BRL 0.0750 mg/kg wet 110 Hydrocarbons Hydrocarbons 44.4 8.41 50 Unadjusted C9 -C12 Aliphatic BRL 0.0250 mg/kg wet Unadjusted C9 -C 12 Aliphatic Hydrocarbons mg/kg wet 60.0 } Benzene BRL 5.0 ug/kg wet BRL Ethylbenzene BRL 5.0 ug/kg wet Benzene Methyl tert-butyl ether BRL 5.0 ug/kg wet 87.0 Naphthalene BRL 5.0 ug/kg wet t Toluene BRL 5.0 ug/kg wet Methyl teri-butyl ether m,p-Xylene BRL 10.0 ug/kg wet 85.5 o -Xylene BRL 5.0 ug/kg wet G E Surrogate: 2,5-Dibromotoluene (FID) 61.2 ug/kg wet 50.0 122 70-130 Surrogate: 2,5-Dibromotoluene (PID) 56.3 ug/kg wet 50.0 113 70-130 LCS (4060927 -BSI) C5 -C8 Aliphatic Hydrocarbons Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 C5 -C8 Aliphatic Hydrocarbons 153 mg/kg wet 130 118 70-130 C9 -C12 Aliphatic Hydrocarbons 43.9 mg/kg wet 40.0 110 70-130 C9 -CIO Aromatic Hydrocarbons 22.9 mg/kgwet 20.0 114 70-130 Unadjusted C5 -C8 Aliphatic 274 mg/kg wet 250 110 70-130 Hydrocarbons 44.4 8.41 50 Hydrocarbons Unadjusted C9 -C 12 Aliphatic 66.8 mg/kg wet 60.0 111 70-130 Hydrocarbons Ethylbenzene BRL 129 ug/kg dry BRL 50 Benzene 17.4 ug/kg wet 20.0 87.0 70-130 Ethylbenzene 17.3 ug/kg wet 20.0 86.5 70-130 Methyl teri-butyl ether 17.1 ug/kg wet 20.0 85.5 70-130 Naphthalene 20.3 ug/kg wet 20.0 102 70-130 Toluene 16.1 ug/kg wet 20.0 80.5 70-130 m,p-Xylene 35.6 ug/kg wet 40.0 89.0 70-130 o -Xylene 17.6 ug/kg wet 20.0 88.0 70-130 2-Methylpentane 16:8 ug/kg wet 20.0 84.0 70-130 n-Nonane 20.4 ug/kg wet 20.0 102 70-130 n -Pentane 15.3 ug/kg wet 20.0 76.5 70-130 1,2,4-Trimethylbenzene 18.9 ug/kg wet 20.0 94.5 70-130 2,2,4-Trimethylpentane 17.8 ug/kg wet 20.0 89.0 70-130 Surrogate: 2.5-Dibromotoluene (FID) 63.0 ug/kg wet 50.0 126 70-130 Surrogate: 2,5-Dibromotoluene (PID) 59.5 ug/kg wet 50.0 119 70-130 Duplicate (4060927-DUP1) Source: SA13882-02 Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 C5 -C8 Aliphatic Hydrocarbons BRL 1.93 mg/kg dry 0.00 50 C9 -C 12 Aliphatic Hydrocarbons 26.6 0.644 mg/kg dry 25.3 5.01 50 C9 -CIO Aromatic Hydrocarbons 21.6 0.644 mg/kg dry 19.0 12.8 50 Unadjusted C5 -C8 Aliphatic BRL 1.93 mg/kg dry 0.00 50 Hydrocarbons Unadjusted C9 -C 12 Aliphatic 48.3 0.644 mg/kg dry 44.4 8.41 50 Hydrocarbons Benzene BRL 129 ug/kg dry BRL 50 Ethylbenzene BRL 129 ug/kg dry BRL 50 Methyl tert-butyl ether BRL 129 ug/kg dry BRL 50 Naphthalene BRL 129 ug/kg dry BRL 50 Toluene BRL 129 ug/kg dry BRL 50 m,p-Xylene BRL 258 ug/kg dry BRL 50 o -Xylene BRL 129 ug/kg dry BRL 50 Surrogate: 2,5-Dibromotoluene(FID) 53.1 ug/kg dry 50.0 106 70-/30 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 18 of 33 C C C Volatile Organic Compounds - Quality Control Spike Source %REC RPD Analyte(s) Result 'RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060927 - SW846 5030 Soil MS Duplicate (4060927-DUPI) Source: SA13882-02 Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 Surrogate: 2,5-Dibromotoluene (PID) 51.0 ug/kg dry 50.0 C5 -C8 Aliphatic Hydrocarbons 102 70-130 Matrix Spike (4060927 -MSI) Source: SA13913-05 Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 Benzene 18.6 ug/kg dry 20.0 BRL 93.0 70-130 Ethylbenzene 18.1 ug/kg dry 20.0 BRL 90.5 70-130 Methyl tert-butyl ether 18.6 ug/kg dry 20.0 BRL 93.0 70-130 Naphthalene 21.4 ug/kg dry 20.0 2.26 95.7 70-130 Toluene 17.4 ug/kg dry 20.0 BRL 87.0 70-130 m,p-Xylene 36.9 ug/kg dry 40.0 3.69 83.0 70-130 o -Xylene 18.6 ug/kg dry 20.0 BPL 93.0 70-130 2-Methylpentane 17.5 ug/kg dry 20.0 BPL 87.5 70-130 n-Nonane 15.1 ug/kg dry 20.0 BRL 75.5 70-130 n -Pentane 15.0 ug/kg dry 20.0 BRL 75.0 70-130 1,2,4-Trimethylbenzene 21.4 ug/kg dry 20.0 BRL 107 70-130 2,2,4-Trimethylpentane 17.3 ug/kg dry 20.0 BRL 86.5 70-130 Surrogate: 2,5-Dibromotoluene (FID) 45.3 ug/kg dry 50.0 C5 -C8 Aliphatic Hydrocarbons 90.6 70-130 C9 -C12 Aliphatic Hydrocarbons Surrogate: 2,5-Dibromotoluene (PID) 44.5 ug/kg dry 50.0 BRL 89.0 70-130 Unadjusted C5 -C8 Aliphatic BRL Matrix Spike Dup (4060927-MSDI) Source: SA13913-05 Prepared: 15 -Jun -04 Analyzed- 16 -Jun -04 Unadjusted C9 -C12 Aliphatic BRL Benzene 20.0 ug/kg dry 20.0 BRL 100 70-130 7.25 30 Ethylbenzene 20.4 ug/kg dry 20.0 BRL 102 70-130 11.9 30 Methyl tert-butyl ether 21.6 ug/kg dry 20.0 BRL 108 70-130 14.9 30 Naphthalene 22.7 ug/kg dry 20.0 0.659 110 70-130 13.9 30 Toluene 19.1 ug/kg dry 20.0 BRL 95.5 70-130 9.32 30 m,p-Xylene 37.8 ug/kg dry 40.0 1.08 91.8 70-130 10.1 30 o -Xylene 19.6 ug/kg dry 20.0 BRL 98.0 70-130 5.24 30 2-Methylpentane 18.0 ug/kg dry 20.0 BRL 90.0 70-130 2.82 30 n-Nonane 18.7 ug/kg dry 20.0 BRL 93.5 70-130 21.3 30 n -Pentane 15.1 ug/kg dry 20.0 BRL 75.5 70-130 0.664 30 1,2,4-Trimethylbenzene 20.8 ug/kg dry 20.0 BRL 104 70-130 2.84 30 2,2,4-Trimethylpentane 15.4 ug/kg dry 20.0 BRL 77.0 70-130 11.6 30 Surrogate: 2,5-Dibromotoluene (FID) 60.7 ug/kg dry 50.0 121 70-130 Surrogate: 2,5-Dibromotoluene (PID) 62.3 ug/kg dry 50.0 125 70-130 Batch 4060928 - Volatiles Blank (4060928-BLK1) Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 C5 -C8 Aliphatic Hydrocarbons BPL 0.0750 mg/I C9 -C12 Aliphatic Hydrocarbons BPL 0.0250 mg/1 C9 -C 10 Aromatic Hydrocarbons BRL 0.0250 mg/1 Unadjusted C5 -C8 Aliphatic BRL 0.0750 mg/I Hydrocarbons Unadjusted C9 -C12 Aliphatic BRL 0.0250 mg/l Hydrocarbons Benzene BRL 5.0 ug/l Ethylbenzene BRL 5.0 ug/1 Methyl cert -butyl ether BRL 5.0 ug/l Naphthalene BRL 5.0 ug/1 Toluene BRL 5.0 ug/l m,p-Xylene BRL 10.0 ug/l o -Xylene BRL 5.0 ug/l Surrogate: 2,5-Dibromotoluene (FID) 48.3 ug/l 50.0 96.6 70-130 Surrogate: 2,5-Dibromotoluene (PID) 48.0 ug/l 50.0 96.0 70-130 LCS (4060928 -BSI) Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 C5 -C8 Aliphatic Hydrocarbons 121 MO 130 93.1 70-130 C9 -C12 Aliphatic Hydrocarbons 38.5 mg/I 40.0 96.2 70-130 This laboratory report is not valid without an authorized signature on the cover page. 'Reportable Detection Limit BRI. = Below Reporting Limit Page 19 of 33 C D G it P Volatile Organic Compounds - Quality Control Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060928 - Volatiles LCS (4060928 -BSI) 58.9 ug/l Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 C9 -C 10 Aromatic Hydrocarbons 18.6 mg/l 20.0 ug/l 93.0 70-130 118 Unadjusted C5 -C8 Aliphatic 246 mg/l 250 Prepared: 15 98.4 70-130 Benzene Hydrocarbons ug/l 20.0 BRL 78.5 70-130 Ethylbenzene 17.3 Unadjusted C9 -C12 Aliphatic 57.1 mg/l 60.0 70-130 95.2 70-130 ug/l Hydrocarbons BRL 89.0 70-130 Naphthalene 18.2 ug/l 20.0 Benzene 16.4 ug/l 20.0 16.7 82.0 70-130 BRL Ethylbenzene 17.9 ug/l 20.0 ug/1 89.5 70-130 89.8 Methyl ter( -butyl ether 17.5 ug/l 20.0 20.0 87.5 70-130 70-130 Naphthalene 17.6 ug/l 20.0 BRL 88.0 70-130 n-Nonane Toluene 17.4 ug/l 20.0 91.0 87.0 70-130 14.1 m,p-Xylene 36.8 ug/I 40.0 70-130 92.0 70-130 ug/l o -Xylene 19.0 ug/l 20.0 2,2,4-Trimethylpentane 95.0 70-130 20.0 2-Methylpentane 14.2 ug/l 20.0 71.0 70-130 n-Nonane 19.1 ug/l 20.0 95.5 70-130 n -Pentane 15.1 ug/l 20.0 75.5 70-130 1,2,4-Trimethylbenzene 18.3 ug/l 20.0 91.5 70-130 2,2,4-Trimethylpentane 16.3 ug/l 20.0 81.5 70-130 Surrogate: 1,5-Dibromotoluene (FID) 49.7 ug/l 50.0 99.4 70-130 Surrogate: 2,5-Dibromotoluene (PID) 47.9 ug/l 50.0 95.8 70-130 Duplicate (4060928-DUPI) Source: SA13843-01 Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 C5 -C8 Aliphatic Hydrocarbons BRL 0.0750 mg/l 0.00 50 C9 -C12 Aliphatic Hydrocarbons BRL 0.0250 mg/l 0.00211 0.00 50 C9 -C 10 Aromatic Hydrocarbons BRL 0.0250 mg/l 0.00325 0.617 50 Unadjusted C5 -C8 Aliphatic BRL 0.0750 mg/l 0.00 50 Hydrocarbons Unadjusted C9 -C12 Aliphatic BRL 0.0250 mg/l 0.00535 0.187 50 Hydrocarbons Benzene BRL 5.0 ug/l BRL 50 Ethylbenzene BRI, 5.0 ug/l BRL 50 Methyl tett-butyl ether BRL 5.0 ug/l BRI, 50 Naphthalene BRL 5.0 ug/l BRL 50 Toluene BRL 5.0 ug/l BRL 50 m,p-Xylene BRL 10.0 ug/l BRL 50 o -Xylene BRL 5.0 ug/l BRI, 50 Surrogate: 2,5-Dibromotoluene (FID) 58.9 ug/l 50.0 118 70-130 Surrogate: 2,5-Dibromotoluene (PID) 58.9 ug/l 50.0 118 70-130 Matrix Spike (4060928 -MSI) Source: SA13843-02 Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 Benzene 15.7 ug/l 20.0 BRL 78.5 70-130 Ethylbenzene 17.3 ug/l 20.0 BRL 86.5 70-130 Methyl tert-butyl ether 17.8 ug/l 20.0 BRL 89.0 70-130 Naphthalene 18.2 ug/l 20.0 BRL 91.0 70-130 Toluene 16.7 ug/l 20.0 BRL 83.5 70-130 m,p-Xylene 35.9 ug/1 40.0 BRL 89.8 70-130 o -Xylene 18.4 ug/l 20.0 BRL 92.0 70-130 2-Melhylpentane 15.0 ug/l 20.0 BRL 75.0 70-130 n-Nonane 18.2 ug/l 20.0 BRL 91.0 70-130 n -Pentane 14.1 ug/l 20.0 BRL 70.5 70-130 1,2,4-Trimethylbenzene 17.6 ug/l 20.0 BRL 88.0 70-130 2,2,4-Trimethylpentane 17.3 ug/l 20.0 BRL 86.5 70-130 Surrogate: 2,5-Dibromotoluene (FID) 47.2 ug/l 50.0 94.4 70-130 Surrogate: 2,5-Dibromotoluene (PID) 44.0 ug/l 50.0 88.0 70-130 Batch 4060970 - Volatiles Blank (4060970-BLKI) Prepared & Analyzed: 16 -Jun -04 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRI, = Below Reporting Limit Page 20 of 33 Volatile Organic Compounds - Quality Control Spike Source %REC RPD Analyte(s) Result 'RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060970 - Volatiles Blank (4060970-BLKI) Prepared & Analyzed: 16 -Jun -04 Acetone BRL 20.0 ug/I Acrylonitrile BRL 1.0 ug/I Benzene BRL 1.0 ug/l Bromobenzene BRL 1.0 ug/I Bromochloromethane BRL 1.0 ug/I Bromodichloromethane BRL 1.0 ug/I Bromoform BRL 1.0 ug/I Bromomethane BRL 2.0 ug/1 2-Butanone (MEK) BRL 10.0 ug/I n-Butylbenzene BRL 1.0 ug/I sec-Butylbenzene BRL 1.0 ug/I tert-Butylbenzene BRL 1.0 ug/l Carbon disulfide BRL 5.0 ug/I Carbon tetrachloride BRL 1.0 ug/l Chlorobenzene BRL 1.0 ug/1 Chloroethane BRL 2.0 ug/I Chloroform BRL 1.0 ug/I Chloromethane BRL 2.0 ug/l 2-Chlorotoluene BRL 1.0 ug/I 4-Chlorotoluene BRL LO ug/l 1,2-Dibromo-3-chloropropane BRL 2.0 ug/l Dibromochloromethane BRL 1.0 ug/l 1,2-Dibromoethane (EDB) BRL 1.0 ug/l Dibromomethane BRL 1.0 ug/I 1,2 -Dichlorobenzene BRL 1.0 ug/I 1,3 -Dichlorobenzene BRL 1.0 ug/I 1,4 -Dichlorobenzene BRL 1.0 ug/I Dichlorodifluoromethane (Freon 12) BRL 2.0 ug/I 1,1-Dichloroethane BRL 1.0 ug/I 1,2-Dichloroethane BRL 1.0 ug/l IJ-Dichloroethene BRL 1.0 ug/l cis-1,2-Dichloroethene BRL 1.0 ug/I trans-l,2-Dicbloroethene BRL 1.0 ug/l 1,2-Dichloropropane BRL 1.0 ug/I 1,3-Dichloropropane BRL 1.0 ug/l 2,2-Dichloropropane BRL 1.0 ug/I 1, 1 -Dichloropropene BRL 1.0 ug/l cis-1,3-Dichloropropene BRL 1.0 ug/I trans-1,3-Dichloropropene BRL 1.0 ug/l Ethylbenzene BRL 1.0 ug/l Hexachlorobutadiene BRL 1.0 ug/I 2-Hexanone (MBK) BRL 10.0 ug/l Isopropylbenzene BRL 1.0 ug/I 4-Isopropyltoluene BRL 1.0 ug/1 Methyl cert -butyl ether BRL 1.0 ug/l 4-Methyl-2-pentanone (MIBK) BRL 10.0 ug/I Methylene chloride BRL 10.0 ug/I Naphthalene BRL 1.0 ug/l n-Propylbenzene BRL 1.0 ug/l Styrene BRL 1.0 ug/I 1,1,1,2 -Tetrachloroethane BRL 1.0 ug/l 1,1,2,2 -Tetrachloroethane BRL 1.0 ug/l Tetrachloroethene BRL 1.0 ug/l Toluene BRL 1.0 ug/I This laboratory report is not valid without an authorized signature on the cover page. 'Reportable Detection Limit BRL = Below Reporting Limit Page 21 of 33 Volatile Organic Compounds - Quality Control Surrogate:4-Bromofluorobenzene 45.9 ug/1 Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060970 - Volatiles 50.0 96.1 70-130 Blank (4060970-BLK1) 53.6 ug/I Prepared & Analyzed: 16 -Jun -04 1,2,3-Trichlorobenzene BPL 1.0 ug/1 55.6 1,2,4-Trichlorobenzene BRL LO ug/I 70-130 1,1,1 -Trichloroethane BRL 1.0 ug/I Prepared & Analyzed: 16 -Jun -04 1,1,2 -Trichloroethane BRL 1.0 ug/I ug/I Trichloroethene BRL 1.0 ug/I Acrylonitrile Trichlorofluoromethane (Freon 11) BPL 1.0 ug/I 98.0 1,2,3-Trichloropropane BRL 1.0 ug/I ug/I 1,2,4-Tritnethylbenzene BRL 1.0 ug/I Bromobenzene 1,3,5-Trimethylbenzene BRL 1.0 ug/I 96.0 Vinyl chloride BPL 1.0 ug/I ug/1 m,p-Xylene BRL 2.0 ug/I Bromodichlommethane c, -Xylene BRL LO ug/1 102 Surrogate:4-Bromofluorobenzene 45.9 ug/1 50.0 91.8 70-130 Surrogate: Toluene -d8 48.1 ug/I 50.0 96.1 70-130 Surrogate: 1,1-Dichloroethane-d4 53.6 ug/I 50.0 107 70-130 Surrogate: Dibromofluoromethane 55.6 ug/I 50.0 111 70-130 LCS (4060970 -BSI) Prepared & Analyzed: 16 -Jun -04 Acetone 22.2 ug/I 20.0 111 70-130 Acrylonitrile 19.6 ug/I 20.0 98.0 70-130 Benzene 19.1 ug/I 20.0 95.5 70-130 Bromobenzene 19.2 ug/I 20.0 96.0 70-130 Bromochloromethane 20.4 ug/1 20.0 102 70-130 Bromodichlommethane 20.5 ug/I 20.0 102 70-130 Bromofor , 20.1 ug/I 20.0 100 70-130 Bromomethane 20.0 ug/I 20.0 100 70-130 2-Butanone (MEK) 15.6 ug/I 20.0 78.0 70-130 n-Butylbenzene 17.4 ug/I 20.0 87.0 70-130 sec-Butylbenzene 18.2 ug/I 20.0 91.0 70-130 tert-Butylbenzene 18.4 ug/I 20.0 92.0 70-130 Carbon disulfide 21.6 ug/1 20.0 108 70-130 Carbon tetrachloride 23.0 ug/I 20.0 115 70-130 Chlorobenzene 18.9 ug/I 20.0 94.5 70-130 Chloroethane 22.0 ug/I 20.0 110 70-130 Chloroform 20.0 ug/I 20.0 100 70-130 Chloromethane 19.7 ug/I 20.0 98.5 70-130 2-Chlorotoluene 18.8 ug/1 20.0 94.0 70-130 4-Chlorotoluene 18.2 ug/I 20.0 91.0 70-130 1,2-Dibromo-3-chloropropane 18.2 ug/1 20.0 91.0 70-130 Dibromochloromethane 20.6 ug/I 20.0 103 70-130 1,2-Dibromoethane (EDB) 19.1 ug/I 20.0 95.5 70-130 Dibromomethane 19.8 ug/I 20.0 99.0 70-130 1,2 -Dichlorobenzene 19.7 ug/I 20.0 98.5 70-130 1,3 -Dichlorobenzene 18.9 ug/I 20.0 94.5 70.130 1,4 -Dichlorobenzene 19.7 ug/1 20.0 98.5 70-130 Dichloroddluoromethane (Freonl 2) 24.0 ug/I 20.0 120 70-130 1, 1 -Dichloroethane 20.3 ug/I 20.0 102 70-130 1,2-Dichloroethane 20.3 ug/1 20.0 102 70-130 I,I-Dichloroethene 21.6 ug/l 20.0 108 70-130 cis-1,2-Dichloroethene 20.8 ug/1 20.0 104 70-130 trans-1,2-Dichloroethene 20.1 ug/I 20.0 100 70-130 1,2-Dichloropropane 18.3 ug/I 20.0 91.5 70-130 1,3-Dichloropropane 19.1 ug/I 20.0 95.5 70-130 2,2-Dichloropropane 24.3 ug/l 20-0 122 70-130 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 22 of 33 I C 8 rl G Volatile Organic Compounds - Quality Control Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060970 - Volatiles LCS (4060970-BS1) 45.4 ug/l Prepared & Analyzed: 16 -Jun -04 1,1-Dichloropropene 19.4 ug/l 20.0 97.0 70-130 cis-1,3-Dichloropropene 18.8 ug/l 20.0 94.0 70-130 trans-1,3-Dichloropropene 20.0 ug/l 20.0 100 70-130 Ethylbenzene 17.9 ug/l 20.0 89.5 70-130 Hexachlorobutadiene 17.6 ug/l 20.0 88.0 70-130 2-Hexanone (MBK) 16.2 ug/l 20.0 81.0 70-130 Isopropylbenzene 18.6 ug/l 20.0 93.0 70-130 4-Isopropyltoluene 19.0 ug/l 20.0 95.0 70-130 Methyl tert-butyl ether 16.8 ug/l 20.0 84.0 70-130 4-Methyl-2-pentanone (MIBK) 16.1 ug/l 20.0 80.5 70-130 Methylene chloride 20.4 ugA 20.0 102 70-130 Naphthalene 14.9 ug/l 20.0 74.5 70-130 n-Propylbenzene 18.1 ug/l 20.0 90.5 70-130 Styrene 18.2 ug/l 20.0 91.0 70-130 1,1,1,2 -Tetrachloroethane 19.5 ug/l 20.0 97.5 70-130 1,1,2,2 -Tetrachloroethane 18.5 ug/l 20.0 92.5 70-130 Tetrachloroethene 20.0 ug/l 20.0 100 70-130 Toluene 19.6 ug/l 20.0 98.0 70-130 1,2,3-Trichlorobenzene 16.9 ug/l 20.0 84.5 70-130 1,2,4-Trichlorobenzene 16.2 ug/l 20.0 81.0 70-130 1,1,1 -Trichloroethane 21.5 ug/l 20.0 108 70-130 1,1,2 -Trichloroethane 18.6 ug/l 20.0 93.0 70-130 Trichloroethene 19.7 ug/l 20.0 98.5 70-130 Trichlorofluoromethane (Freon 11) 23.8 ug/l 20.0 119 70-130 1,2,3-Trichloropropane 18.5 ug/l 20.0 92.5 70-130 1,2,4-Trimethylbenzene 17.8 ug/l 20.0 89.0 70-130 1,3,5-Trimethylbenzene 18.6 ug/l 20.0 93.0 70-130 Vinyl chloride 23.4 ug/l 20.0 117 70-130 m,p-Xylene 36.7 ug/l 40.0 91.8 70-130 o -Xylene 18.9 ug/l 20.0 94.5 70-130 Surrogate:4-Bromofluorobenzene 45.4 ug/l 50.0 90.8 70-130 Surrogate: Toluene -d8 47.9 ug/l 50.0 ug/l 95.8 70-130 Surrogate. 1,1-Dichloroethane-d4 49.6 ug/l 50.0 Surrogate: 1,2-Dichloroethane-d4 99.2 70-130 Surrogate: Dibromofluoromethane 51.6 ug/I 50.0 103 70-130 Matrix Spike (4060970 -MSI) Source: SA13778-01 Prepared & Analyzed: 16 -Jun -04 109 Benzene 17.3 ug/l 20.0 BRL 86.5 70-130 Chlorobenzene 17.2 ug/l 20.0 BRL 86.0 70-130 I,I-Dichloroethene 19.2 ug/l 20.0 BRL 96.0 70-130 Toluene 18.0 ug/l 20.0 BRL 90.0 70-130 Trichloroethene 18.4 ug/1 20.0 BRL 92.0 70-130 Surrogate:4-Bromofluorobenzene 46.9 ug/l 50.0 93.8 70-130 Surrogate: Toluene -d8 49.5 ug/l 50.0 99.0 70-130 Surrogate: 1,2-Dichloroethane-d4 54.9 ug/l 50.0 110 70-130 Surrogate. Dibromofluoromethane 54.6 ug/l 50.0 109 70-130 Matrix Spike Dup (4060970-MSDI) Source: SA13778-01 Prepared & Analyzed: 16 -Jun -04 Benzene 18.5 ug/l 20.0 BRL 92.5 70-130 6.70 30 Chlorobenzene 18.2 ug/l 20.0 BRL 91.0 70-130 5.65 30 1,1-Dichloroethene 20.2 ug/l 20.0 BRL 101 70-130 5.08 30 Toluene 19.4 ugil 20.0 BRL 97.0 70-130 7.49 30 Trichloroethene 19.2 ug/l 20.0 BRI, 96.0 70-130 4.26 30 Surrogate:4-Bromofluorobenzene 46.7 ug/l 50.0 93.4 70-130 Surrogate. Toluene -d8 49.5 Ug/I 50.0 99.0 70-130 Surrogate: 1,1-Dichloroethane-d4 55.1 ug/l 50.0 110 70-130 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 23 of 33 II C 1 F-11 G G Fs Volatile Organic Compounds - Quality Control Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060970 - Volatiles Matrix Spike Dup (4060970-MSDI) Source: SA13778-01 Prepared & Analyzed: 16 -Jun -04 Surrogate: Dibromofluoromethane 54.2 ug/l 50.0 108 70-130 Batch 4061023 - Volatiles Blank (4061023-BLKI) 48.6 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 C5 -C8 Aliphatic Hydrocarbons BRL 0.0750 mg/l C9 -C12 Aliphatic Hydrocarbons BRL 0.0250 mg/l C9 -C 10 Aromatic Hydrocarbons BRL 0.0250 mg/l Unadjusted C5 -C8 Aliphatic BRL 0.0750 mg/l Hydrocarbons BRL C5 -C8 Aliphatic Hydrocarbons Unadjusted C9 -C 12 Aliphatic BRL 0.0250 mg/l Hydrocarbons 70-130 C9 -C12 Aliphatic Hydrocarbons Benzene BRL 5.0 ug/l Ethylbenzene BRL 5.0 ug/l Methyl tert-butyl ether BRL 5.0 ug/l Naphthalene BRL 5.0 ug/l Toluene BRL 5.0 ug/l m,p-Xylene BRL 10.0 ug/l o -Xylene BRL 5.0 ug/l Surrogate: 2,5-Dibromotoluene (FID) 48.6 ug/l 50.0 97.2 70-130 Surrogate: 2,5-Dibromotoluene (PID) 48.8 ug/l 50.0 97.6 70-130 LCS (4061023 -BSI) Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 Prepared: 16 -Jun -04 Analyzed: 17-1un-04 BRL C5 -C8 Aliphatic Hydrocarbons 114 mg/l 130 87.7 70-130 C9 -C12 Aliphatic Hydrocarbons 40.8 mg/l 40.0 102 70-130 C9 -C 10 Aromatic Hydrocarbons 14.4 mg/l 20.0 72.0 70-130 Unadjusted CS -C8 Aliphatic 243 mg/l 250 97.2 70-130 Hydrocarbons 0.0250 mg/l 0.0239 2.54 50 Hydrocarbons Unadjusted C9 -C 12 Aliphatic 55.2 mg/l 60.0 92.0 70-130 Hydrocarbons 50 Ethylbenzene BRL 5.0 ug/l BRL Benzene 16.3 ug/l 20.0 81.5 70-130 Ethylbenzene 18.4 ug/l 20.0 92.0 70-130 Methyl tett-butyl ether 18.8 ug/l 20.0 94.0 70-130 Naphthalene 18.9 ug/l 20.0 94.5 70-130 Toluene 17.3 ug/l 20.0 86.5 70-130 m,p-Xylene 37.7 ug/l 40.0 94.2 70-130 o -Xylene 19.6 ug/l 20.0 98.0 70-130 2-Methylpentane 14.6 ug/l 20.0 73.0 70-130 n-Nonane 173 ug/l 20.0 86.5 70-130 n -Pentane 14.0 ug/l 20.0 70.0 70-130 1,2,4-Trimethylbenzene 19.1 ug/l 20.0 95.5 70-130 2,2,4-Trimethylpentane 16.1 ug/l 20.0 80.5 70-130 Surrogate: 2,5-Dibromotoluene (FID) 47.5 ug/l 50.0 95.0 70-130 Surrogate: 2,5-Dibromotoluene (PID) 46.0 ug/l 50.0 92.0 70-130 Duplicate (4061023-DUP1) Source: SA13648-07 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 C5 -C8 Aliphatic Hydrocarbons BRL 0.0750 mg/l 0.00 50 C9 -C12 Aliphatic Hydrocarbons BRL 0.0250 mg/l 0.00837 9.25 50 C9 -C10 Aromatic Hydrocarbons BRL 0.0250 mg/l 0.0155 0.643 50 Unadjusted C5 -C8 Aliphatic BRL 0.0750 mg/l 0.00 50 Hydrocarbons Unadjusted C9 -C 12 Aliphatic BRL 0.0250 mg/l 0.0239 2.54 50 Hydrocarbons Benzene BRL 5.0 ug/l BRL 50 Ethylbenzene BRL 5.0 ug/l BRL 50 Methyl tert-butylether BRL 5.0 ug/l BRL 50 Naphthalene ARL 5.0 ug/l BRL 50 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 24 of 33 Volatile Organic Compounds - Quality Control Analyte(s) Result 'RDL Units Spike Source %REC Level Result %REC Limits RPD RPD Limit Flag Batch 4061023 - Volatiles 113 70-130 Surrogate: 2,5-Dibromotoluene (PID) Duplicate (4061023-DUPI) Source: SA13648-07 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 Toluene BRL 5.0 ug/l BRI, 50 m,p-Xylene BRL 10.0 ug/l BRL 50 o -Xylene BRL 5.0 ug/I BRL 50 Surrogate: 2,5-Dibromotoluene (FID) 56.3 ug/l 50.0 113 70-130 Surrogate: 2,5-Dibromotoluene (PID) 56.5 ug/l 50.0 113 70-130 Matrix Spike (4061023 -MSI) Source: SA13648-07 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 Benzene 15.2 ug/l 20.0 BRL 76.0 70-130 Ethylbenzene 17.3 ug/1 20.0 BRI, 86.5 70-130 Methyl tert-butyl ether 17.3 ug/l 20.0 BRL 86.5 70-130 Naphthalene 20.2 ug/l 20.0 BRL 101 70-130 Toluene 16.2 ug/l 20.0 BRL 81.0 70-130 m,p-Xylene 35.8 ug/l 40.0 BRL 89.5 70-130 o -Xylene 18.5 ug/l 20.0 BRL 92.5 70-130 2-Methylpentane 15.2 ug/l 20.0 BRL 76.0 70-130 n-Nonane 19.2 ug/1 20.0 BRL 96.0 70-130 n -Pentane 14.7 ug/l 20.0 BRL 73.5 70-130 1,2,4-Trimethylbenzene 19.6 ug/l 20.0 BRL 98.0 70-130 2,2,4-Trimethylpentane 17.8 ug/l 20.0 BRL 89.0 70-130 Surrogate: 2,5-Dibromotoluene (FID) 56.0 ug/l 50.0 112 70-130 Surrogate: 2,5-Dibromotoluene (PID) 55.7 ug/l 50.0 /Il 70-130 This laboratory report is not valid without an authorized signature on the cover page. "Reportable Detection Limit BRL = Below Reporting Limit Page 25 of 33 0 0 0 0 C C Extractable Petroleum Hydrocarbons - Quality Control Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060942 - SW846 3510C Blank (4060942-BLKI) 43.9 ug/l 50.0 87.8 40-140 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 C9 -C18 Aliphatic Hydrocarbons BRL 0.200 mg/l Source: SA13624-02 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 C9 -CIS Aliphatic Hydrocarbons C19-C36Aliphatic Hydrocarbons BRL 0100 mg/l BRL 0.200 mg/l BRL 50 Cl1-C22 Aromatic Hydrocarbons CI I -C22 Aromatic Hydrocarbons BRL 0.200 mg/l Unadjusted CI I -C22 Aromatic BRL 0.200 mg/l Hydrocarbons Naphthalene BRL 1.00 ug/l 2 -Methylnaphthalene BRL 1.00 ug/l Acenaphthylene BRL 1.00 ug/l Acenaphthene BRL 1.00 ug/l Fluorene BRL 1.00 ug/l Phenanthrene BRL 1.00 ug/l Anthracene BRL 1.00 ug/l Fluoranthene BRL 1.00 ug/1 Pyrene BRL 1.00 ug/l Benzo (a) anthracene BRL 1.00 ug/l Chrysene BRL 1.00 ug/l Benzo (b) fluoranthene BRL 1.00 ug/l Benzo (k) fluoranthene BRL 1.00 ug/l Benzo (a) pyrene BRL 0.200 ug/l Indeno(1,2,3-cd) pyrene BRL 0.500 ug/l Dibenzo (a,h) anthracene BRL 0.500 ug/l Benzo (g,h,i) perylene BRL 1.00 ug/l Surrogate: I-Chlorooctadecane 30.5 ug/l 50.0 61.0 40-140 Surrogate: Ortho-Terphenyl 22.2 ug/l 50.0 44.4 40-140 Surrogate:2-Bromonaphthalene 23.7 ug/l 40.0 59.1 40-140 Surrogate:2-Fluorobiphenyl 23.5 ug/l 40.0 58.8 40-140 LCS (4060942 -BSI) Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 C9 -C 18 Aliphatic Hydrocarbons 0.378 0100 mg/l 0.600 63.0 40-140 C19-C36Aliphatic Hydrocarbons 0.549 0.200 mg/1 0.800 68.6 40-140 CI I -C22 Aromatic Hydrocarbons 1.03 0.200 mg/1 1.70 60.6 40-140 Naphthalene 49.9 1.00 ug/l 100 49.9 40-140 2 -Methylnaphthalene 54.7 1.00 ug/l 100 54.7 40-140 Acenaphthylene 54.2 1.00 ug/l 100 54.2 40-140 Acenaphthene 56.4 1.00 ug/l 100 56.4 40-140 Fluorene 61.5 1.00 ug/l 100 61.5 40-140 Phenanthrene 63.4 1.00 ug/l 100 63.4 40-140 Anthracene 66.3 1.00 ug/I 100 66.3 40-140 Fluoranthene 70.2 1.00 ug/l 100 70.2 40-140 Pyrene 69.3 1.00 ug/l t00 69.3 40-140 Benzo (a) anthracene 78.7 1.00 ug/l 100 78.7 40-140 Chrysene 70.6 1.00 ug/l .100 70.6 40-140 Benzo (b) Iluoranthene 78.5 1.00 ug/l 100 78.5 40-140 Benzo(k)fluoranthene 79.6 1.00 ug/1 100 79.6 40-140 Benzo(a)pyrene 78.0 0.200 ug/1 100 78.0 40-140 Indeno(1,2,3-cd) pyrene 69.2 0.500 ug/l 100 69.2 40-140 Dibenzo (a,h) anthracene 68.8 0.500 ug/l 100 68.8 40-140 Benzo (g,h,i) perylene 61.7 1.00 ug/l 100 61.7 40-140 Surrogate: 1-Chlorooctadecane 43.9 ug/l 50.0 87.8 40-140 Surrogate: Ortho-Terphenyl 29.2 ugfl 50.0 58.4 40-140 Duplicate (4060942-DUP1) Source: SA13624-02 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 C9 -CIS Aliphatic Hydrocarbons BRL 0.200 mg/l BRL 50 C19-06 Aliphatic Hydrocarbons BRL 0.200 mg/l BRL 50 Cl1-C22 Aromatic Hydrocarbons BRL 0.200 mg/l BRL 50 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 26 of 33 C C t Extractable Petroleum Hydrocarbons - Quality Control Surrogate:l-Chlorooctadecane 75.5 ug/l Spike Source %REC RPD Analyte(s) Result 'RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060942 - SW846 3510C 40-140 Surrogate: 2-Bromonaphihalene 55.6 ug/l Duplicate (4060942-DUPl) Source: SA13624-02 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 Surrogate:2-Fluorobiphenyl Unadjusted C I I -C22 Aromatic BRL 0.200 mg/I BRL 50 Hydrocarbons Naphthalene BRL 1.00 ug/l BRL 50 2 -Methylnaphthalene BRL 1.00 ug/l BRL 50 Acenaphthylene BRL 1.00 ug/l BPL 50 Acenaphthene BRL 1.00 ug/l BPL 50 Fluorene BRL 1.00 ug/l BRL 50 Phenanthrene BRL 1.00 ug/l BRL 50 Anthracene BRL 1.00 ug/l BRL 50 Fluoranthene BRL 1.00 ug/l BRL 50 Pyrene BRL 1.00 ug/l BRL 50 Benzo (a) anthracene BRL 1.00 ug/l BRL 50 Chrysene BRL 1.00 ug/l BRL 50 Benzo (b) fluoranthene BRL 1.00 ug/l BRL 50 Benzo (k) fluoranthene BRL 1.00 ug/l BPL 50 Benzo (a) pyrene BRL 0.200 ug/l BPL 50 Indeno (1,2,3 -cd) pyrene BRL 0.500 ug/l BRL 50 Dibenzo (a,h) anthracene BRL 0.500 ug/l BRL 50 Benzo (g,h,i) peryiene BRL 1.00 ug/l BRL 50 n-Hexadecane 0.00 ug/l 0.00 200 n-Tetradecane 0.00 ug/l 0.00 200 n-Nonadecane 0.00 ug/l 0.00 200 n-Eicosane 0.00 ug/l 0.00 200 n-Octacosane 0.00 ug/l 0.00 200 Surrogate:l-Chlorooctadecane 75.5 ug/l 116 65.1 40-140 Surrogate: Ortho-Terphenyl 58.9 ug/l 116 50.8 40-140 Surrogate: 2-Bromonaphihalene 55.6 ug/l 93.0 59.8 40-140 Surrogate:2-Fluorobiphenyl 52.1 ug/l 93.0 56.0 40-140 Batch 4060944 - SW846 3550B Blank (4060944-BLKl) Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 C9 -C18 Aliphatic Hydrocarbons BRL 39.1 mg/kg wet C19-06 Aliphatic Hydrocarbons BRL 39.1 mg/kg wet CI I -C22 Aromatic Hydrocarbons BRL 39.1 mg/kg wet Unadjusted Cl 1-C22 Aromatic BRL 39.1 mg/kg wet Hydrocarbons Naphthalene BRL 195 ug/kg wet 2 -Methylnaphthalene BRL 195 ug/kg wet Acenaphthylene BRL 195 ug/kg wet Acenaphthene BPL 195 ug/kg wet Fluorene BRL 195 ug/kg wet Phenanthrene BRL 195 ug/kg wet Anthracene BRL 195 ug/kg wet Fluoranthene BRL 195 ug/kg wet Pyrene BRL 195 ug/kg wet Benzo (a) anthracene BRL 195 ug/kg wet Chrysene BRL 195 ug/kg wet Benzo (b) fluoranthene BRL 195 ug/kg wet Benzo (k) fluoranthene BRL 195 ug/kg wet Benzo (a) pyrene BPL 195 ug/kg wet Indeno (1,2,3 -cd) pyrene BRL 195 ug/kg wet Dibenzo (ah) anthracene BRL 195 ug/kg wet Benzo (g,h,i) perylene BPL 195 ug/kg wet Surrogate: 1-Chlorooctadecane 4730 ug/kg wet 9760 48.5 40-140 This laboratory report is not valid without an authorized signature on the cover page. 'Reportable Detection Limit BRL = Below Reporting Limit Page 27 of 33 G Cs G Extractable Petroleum Hydrocarbons - Quality Control Spike Source %REC RPD Analyte(s) Result 'RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060944 - SW846 3550B Blank (4060944-BLKl) Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 Surrogate: Ortho-Terphenyl 4980 ug/kg wet 9760 51.0 40-140 Surrogate: 2-Bromonaphthalene 4640 ug/kg wet 7810 59.4 40-140 Surrogate: 2-Fluorobiphenyl 4910 ug/kg wet 7810 61.9 40-140 LCS (4060944 -BSI) C19-06 Aliphatic Hydrocarbons 319 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 C9 -C IS Aliphatic Hydrocarbons 75.4 39.9 mg/kg wet 120 62.8 40-140 C 19-06 Aliphatic Hydrocarbons 149 39.9 mg/kg wet 159 93.7 40-140 CI I -C22 Aromatic Hydrocarbons 217 39.9 mg/kg wet 339 64.0 40-140 Naphthalene 11200 199 ug/kg wet 19900 56.3 40-140 2 -Methylnaphthalene 12000 199 ug/kg wet 19900 60.3 40-140 Acenaphthylene 11800 199 ug/kg wet 19900 59.3 40-140 Acenaphthene 12200 199 ug/kg wet 19900 61.3 40-140 Fluorene 13200 199 ug/kg wet 19900 66.3 40-140 Phenanthrene 14200 199 ug/kg wet 19900 71.4 40-140 Anthracene 14600 199 ug/kg wet 19900 73.4 40-140 Fluoranthene 15600 199 ug/kg wet 19900 78.4 40-140 Pyrene 15400 199 ug/kg wet 19900 77.4 40-140 Benzo (a) anthracene 17300 199 ug/kg wet 19900 86.9 40-140 Chrysene 16900 199 ug/kg wet 19900 84.9 40-140 Benzo(b)fluoranthene 16900 199 ug/kg wet 19900 84.9 40-140 Benzo (k) fluoranthene 18300 199 ug/kg wet 19900 92.0 40-140 Benzo (a) pyrene 17200 199 ug/kg wet 19900 86-4 40-140 Indeno ( 1,2,3 -cd) pyrene 15800 199 ug/kg wet 19900 79.4 40-140 Dibenzo (a,h) anthracene 15300 199 ug/kg wet 19900 76.9 40-140 Benzo (g h,i) perylene 14400 199 ug/kg wet 19900 72.4 40-140 Surrogate: 1-Chlorooctadecane 7490 ug/kg wet 9960 75.2 40-140 Surrogate: Ortho-Terphenyl 6490 ug/kg wet 9960 65.1 40440 Duplicate (4060944-DUP1) Source: SA13882-04 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 C9 -C 18 Aliphatic Hydrocarbons 606 38.0 mg/kg dry 428 34.4 50 C19-06 Aliphatic Hydrocarbons 319 38.0 mg/kg dry 220 36.7 50 Cl 1-C22 Aromatic Hydrocarbons 195 38.0 mg/kg dry 179 8.56 50 Unadjusted C 11-C22 Aromatic 195 38.0 mg/kg dry 179 8.56 50 Hydrocarbons Naphthalene BRL 189 ug/kg dry BRL 50 2 -Methylnaphthalene BRL 189 ug/kg dry BRL 50 Acenaphthylene BRL 189 ug/kg dry BRL 50 Acenaphthene BRL 189 ug/kg dry BRL 50 Fluorene BRL 189 ug/kg dry BRL 5o Phenanthrene BRL 189 ug/kg dry BRL 50 Anthracene BRL 189 ug/kg dry BRL 50 Fluoranthene BRL 189 ug/kg dry BRL 50 Pyrene BRL 189 ug/kg dry BRL 50 Benzo (a) anthracene BRL 189 ug/kg dry BRL 50 Chrysene BRL 189 ug/kg dry BRL 50 Benzo (b) fluoranthene BRL 189 ug/kg dry BRL 50 Benzo (k) fluoranthene BRL 189 ug/kg dry BRL 50 Benzo (a) pyrene BRL 189 ug/kg dry BRL 50 Indeno (1,2,3 -cd) pyrene BRL 189 ug/kg dry BRL 50 Dibenzo (a,h) anthracene BRL 189 ug/kg dry BRL 50 Benzo (g,h,i) perylene BRL 189 ug/kg dry BRL 50 n-Hexadecane 0.00 ug/kg dry 11600 200 n-Tetradecane 0.00 ug/kg dry 14600 200 n-Nonadecane 0.00 ug/kg dry 7280 200 n-Eicosane 0.00 ug/kg dry 8900 200 This laboratory report is not valid without an authorized signature on the cover page. `Reportable Detection Limit BRL = Below Reporting Limit Page 28 of 33 G G F1 k ,n Extractable Petroleum Hydrocarbons - Quality Control Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060944 - SW846 3550B Duplicate (4060944-DUPI) 3330 Source: SA13882-04 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 n-Octacosane 0.00 ug/kg dry 169 Surrogate: Ortho-Terphenyl 200 Surrogate: I-Chlorooctadecane 3230 ug/kg dry 4740 40-140 68.1 40-140 Surrogate: Ortho-Terphenyl 2380 ug/kg dry 4740 50.2 40-140 Surrogate: 2-Bromonaphthatene 1640 ug/kg dry 3790 ug/kg dry 43.3 40-140 Surrogate: 2-Fluorobiphenyl 1630 ug/kg dry 3790 Matrix Spike Dup (4060944-MSD1) 43.0 40-140 Matrix Spike (4060944 -MSI) Source: SA13882-04 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 Naphthalene 4350 94.1 ug/kg dry 9440 BRL 46.1 40-140 Acenaphthene 4580 94.1 ug/kg dry 9440 BRL 48.5 40-140 Anthracene 5720 94.1 ug/kg dry 9440 BRL 60.6 40-140 Pyrene 6960 94.1 ug/kg dry 9440 BRL 73.7 40-140 Chrysene 6420 94.1 ug/kg dry 9440 BRL 68.0 40-140 n-Hexadecane 27100 ug/kg dry 9440 11600 164 40-140 QM -02 n-Tetradecane 18500 ug/kg dry 9440 14600 41.3 40-140 n-Nonadecane 28100 ug/kg dry 9440 7280 221 40-140 QM -02 n-Eicosane 16300 ug/kg dry 9440 8900 78.4 40-140 n-Octacosane 9450 ug/kg dry 9440 169 98.3 40-140 Surrogate: 1-Chlorooctadecane 3330 ug/kg dry 4720 70.6 40-140 Surrogate: Ortho-Terphenyl 2630 ug/kg dry 4720 55.7 40-140 Surrogate: 2-Bromonaphthatene 2810 ug/kg dry 3780 74.3 40-140 Surrogate: 2-Fluorobiphenyl 2100 ug/kg dry 3780 55.6 40-140 Matrix Spike Dup (4060944-MSD1) Source: SA13882-04 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 Naphthalene 3870 94.2 ug/kg dry 9440 BRL 41.0 40-140 11.7 30 Acenaphthene 4610 94.2 ug/kg dry 9440 BRL 48.8 40-140 0.617 30 Anthracene 5320 94.2 ug/kg dry 9440 BRL 56.4 40-140 7.18 30 Pyrene 6330 94.2 ug/kg dry 9440 BRL 67.1 40-140 9.37 30 Chrysene 7210 94.2 ug/kg dry 9440 BRL 76.4 40-140 11.6 30 n-Hexadecane 25300 ug/kg dry 9440 11600 145 40-140 12.3 30 QM -02 n-Tetradecane 17700 ug/kg dry 9440 14600 32.8 40-140 22.9 30 QM -02 n-Nonadecane 24900 ug/kg dry 9440 7280 187 40-140 16.7 30 QM -02 n-Eicosane 15700 ug/kg dry 9440 8900 72.0 40-140 8.51 30 n-Octacosane 9050 ug/kg dry 9440 169 94.1 40-140 4.37 30 Surrogate: I-Chlorooctadecane 2960 ug/kg dry 4720 62.7 40-140 Surrogate: Ortho-Terphenyl 2430 ug/kg dry 4720 51.5 40-140 Surrogate: 2-Bromonaphthalene 2340 ug/kg dry 3780 61.9 40-140 Surrogate: 2-Fluorobiphenyl 2060 ug/kg dry 3780 54.5 40-140 Batch 4060945 - SW846 3535 Blank (4060945-BLKl) Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 Gasoline BRL 0.2 mg/l Fuel Oil #2 BRL 0.2 mg/I Fuel Oil #4 BRL 02 mg/I Fuel Oil 46 BRL 02 mg/I Motor Oil BRL 0.2 mg/l Ligroin BRL 0.2 mg/I Aviation Fuel BRL 0.2 mg/I Unidentified BRL 02 mg/I Other Oil BRL 0.2 mg/I Total Petroleum Hydrocarbons BRL 0.2 mg/I Surrogate: I-Chlorooctadecane 0.0247 mg/I 0.0500 49.4 40-140 LCS (4060945 -BS 1) Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 Fuel Oil #2 8.2 0.2 mg/I 10.0 82.0 40-140 Surrogate: 1-Chlorooctadecane 0.0464 mg/I 0.0500 92.8 40-140 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 29 of 33 Extractable Petroleum Hydrocarbons - Quality Control This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 30 of 33 Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %FEC Limits RPD Limit Flag Batch 4060945 - SW846 3535 Duplicate (4060945-DUPI) Source: SA13746-03 Prepared: 16 -Jun -04 Analyzed: 17 -Jun -04 Gasoline BRL 0.2 mg/I BPL 50 Fuel Oil #2 BRL 0.2 mg/I BRL 50 Fuel Oil #4 BRL 0.2 mg/I BRL 50 Fuel Oil #6 BRL 0.2 mg/] BRL 50 Motor Oil BRL 0.2 mg/I BRL 50 Ligroin BRL 0.2 mg/I BRL 50 Aviation Fuel BRL 0.2 mg/l BRL 50 Unidentified BRL 0.2 mg/l BRL 50 Other Oil BRL 0.2 mg/I BRL 50 Total Petroleum Hydrocarbons BRL 0.2 mg/I BRL 50 Surrogate:l-Chlorooctadecane 0.0549 mg/I 0.105 52.3 40-140 General Chemistry Parameters - Quality Control Spike Source %REC RPD Analyte(s) Result *RDL Units Level Result %REC Limits RPD Limit Flag Batch 4060974 - General Preparation Duplicate (4060974-DUPI) Source: SA13899-06 Prepared: 15 -Jun -04 Analyzed: 16 -Jun -04 %Solids 65.2 % 61.8 5.35 20 This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 30 of 33 G f! C Notes and Definitions QM -02 The RPD and/or percent recovery for this QC spike sample cannot be accurately calculated due to the high concentration of analyte inherent in the sample. R-05 The sample was diluted due to the presence of high levels of non -target analytes resulting in elevated reporting limits. 5-04 The surrogate recovery for this sample is outside of established control limits due to a sample matrix effect. vext2 Field extracted VOC10 The VOC field preserved soil sample is not within the recommended 1:1 weight to volume ratio. This is based on SW846 methods 5030 and 5035. BRL Below Reporting Limit - Analyte NOT DETECTED at or above the reporting limit dry Sample results reported on a dry weight basis NR Not Reported RPD Relative Percent Difference Laboratory Control Sample (LCS) A known matrix spiked with compound(s) representative of the target analytes, which is used to document laboratory performance. Matrix Duplicate: An intra -laboratory split sample which is used to document the precision of a method in a given sample matrix. Matrix Spike: An aliquot of a sample spiked with a known concentration of target analyte(s). The spiking occurs prior to sample preparation and analysis. A matrix spike is used to document the bias of a method in a given sample matrix. Method Blank: An analyte -free matrix to which all reagents are added in the same volumes or proportions as used in sample processing. The method blank should be carried through the complete sample preparation and analytical procedure. The method blank is used to document contamination resulting from the analytical process. Method Detection Limit (MDL: The minimum concentration of a substance that can be measured and reported with 99% confidence that the analyte concentration is greater than zero and is determined from analysis of a sample in a given matrix type containing the analyte. Reportable Detection Limit (RDL) The lowest concentration that can be reliably achieved within specified limits of precision and accuracy during routine laboratory operating conditions. The RDL is generally 5 to 10 times the MDL. However, it may be nominally chosen within these guidelines to simplify data reporting. For many analytes the RDL analyte concentration is selected as the lowest non -zero standard in the calibration curve. Sample RDLs are highly matrix -dependent. Surrogate: An organic compound which is similar to the target analyte(s) in chemical composition and behavior in the analytical process, but which is not normally found in environmental samples. These compounds are spiked into all blanks, standards, and samples prior to analysis. Percent recoveries are calculated for each surrogate. Validated by: Hanibal C. Tayeh, Ph.D. Nicole Brown This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Limit Page 31 of 33 C C The following outlines the condition of all VPH samples contained within this report upon laboratory receipt. Matrix ❑ Aqueous ❑ Soil ❑ Sediment ❑ Other Containers ❑ Satisfactory ❑ Broken ❑ Leaking Sample Preservative Aqueous ❑ N/A ❑ pH<2 ❑ pH>2 Comment: Soil or Sediment ❑ N/A ❑ Samples not received in Methanol or air -tight container ml Methanol/g soil ❑ 1:1 +/-25% ❑ Other: ❑ Samples received in Methanol Covering Soil ❑ Sample received in air -tight container: Temperature ❑ Received on ice ❑ Recorded Temperature Were all QA/QC procedures followed as required by the VPH method? Yes No Were any significant modifications made to the VPH method as specified in section 113? No *see below Were all performance/acceptance standards for required QA/QC procedures achieved? Yes No * Yes, if PID and FID surrogate recoveries are listed as n/a, then that sample was run via GCMS using all QC criteria specified in the method The following outlines the condition of all EPH samples contained within this report upon laboratory receipt. Matrix ❑ Aqueous ❑ Soil ❑ Sediment ❑ Other Containers ❑ Satisfactory ❑ Broken ❑ Leaking Aqueous Preservative ❑ N/A ❑ pH<2 ❑ pH>2 ❑ pH adjusted to <2 in lab Comment: Temperature ❑ Received on ice ❑ Recorded Temperature Were all QA/QC procedures followed as required by the EPH method? Yes No Were any significant modifications made to the EPH method as specified in Section 11.3? No Were all performance/acceptance standards for required QA/QC procedures achieved? Yes No I attest that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Authorized by: Hanibal C. Tayeh, Ph.D. President/Laboratory Director This laboratory report is not valid without an authorized signature on the cover page. *Reportable Detection Limit BRL = Below Reporting Lunn Page 32 of 33 STRUCTURAL DESIGN Final Structural Affidavit INVESTIGATION November 12, 2008 RENOVATION Building Commissioner RESTORATION Town of North Andover, MA Gentlemen: I hereby certify to the best of my knowledge, information, and belief, that the Structural work .done on the building located at Brooks School, Town of North Andover, called Head Masters House, as shown on the structural pians certified by John M. Looney, Reg. Prof. Eng. No. 24067. was constructed in conformity with the above-mentioned plans and grill safely support the live, dead, wind and earthquake loads in accordance with the Massachusetts State Building Code and amendments thereto. This certification is based on regular observations made at the site wbilc the Structural phase of the work was in progress. john M. Looney, P.E President /1ABERJONA�ENGINEERING INC.® ONE MOUNT VERNON STREET • THIRD FLOOR • WINCHESTER, MA 01890-2703 • 781-729-6188 - FAX 781-729.7960 • WWW.ARERJONA.COM T/T'd 569-9b3L5T 01 *1088A TO:ST 8008-9T-030 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Type or print) NORTH ANDOVER, MASSAC HUSETTS Building Location eQ—_�� "(VL Owners Name2t+y)�g C�/kJ0 &Rj 01P o c) I Type of Occupancy K New Renovation Replacement FIXTURES z 0 Date 3 0 Permit # Amount p ^" Plans Submitted Yes❑ No ia Date .!. . 3 C. �� °:• "o TOWN OF NORTH ANDOVER ° 9 PERMIT FOR PLUMBING •SS'�CMU`�� This certifies that--�f"7.5o' has permission to perform/ ,�?tom-�`*�-' �:, plumbing in the buildings of/�-' '14C•f, / ................. o.. , North Andover, Mass. Fee r �O +.. Lic. No.���/ ... /:'%!A/'�............. . �/ PLQMBING INSPECTOR Check # cO v 791 1 one: Certificate Corp. Partner. Firm/Co. Bond ❑ on does not have any one of the above II on are true and accurate to the r this application will be in of the General Laws. Journeyman d G G Y MADEP MCP ANALYTICAL METHOD REPORT CERTIFICATION FORM MADEP RTN ': Matrix ❑ Groundwater p Soil/Sediment ❑ Drinking Water ❑ Other ❑ 8260B ❑ 8151A ❑ 8330 ❑ 6010B ❑ 7470A/lA MCP SW -846 ❑ 8270C ❑ 8081A ❑ VPH ❑ 6020 ❑ 9014M z Methods Used ❑ 8082 ❑ 8021B D EPH ❑ 7000S3 ❑ 7196A 1 List Release Tracking Number (RTN ), if known 2 M - SW -846 Method 9014 or MADEP Physiologically Available Cyanide (PAC) Method 3 S - SW -846 Methods 7000 Series List individual method and analyte An affirmative response to questions A, B, C and D is required for "Presumptive Certainty" status Were all samples received by the laboratory in a condition consistent with that described on the p Yes ❑ No A Chain of Custody documentation for the data set? Were all QA/QC procedures required for the specified analytical method(s) included in this report B followed, including the requirement to note and discuss in a narrative QC data that did not meet ❑ Yes ❑ No appropriate performance standards or guidelines? Does the analytical data included in this report meet all the requirements for "Presumptive C Certainty", as described in Section 2.0 of the MADEP document CAM VII A, "Quality Assurance ❑ Yes ❑ No and Quality Control Guidelines for the Acquisition and Reporting of Analytical Data"? VPH and EPH methods only: Was the VPH or EPH method run without significant modifications, ❑Yes El No D as specified in Section 11.3? A response to questions E and F below is required for "Presumptive Certainty" status E Were all QC performance standards and recommendations for the specified methods achieved? ❑ Yes ❑ No F Were results for all analyte -list compounds/elements for the specified method(s) reported? ❑ Yes ❑ No All negative responses are addressed in a case narrative on the cover page of this report. I, the undersigned, attest under the pains and penalties of perjury that, based upon my personal inquiry of those responsible for obtaining the information, the material contained in this analytical report is, to the best of my knowledge and belief, accurate and complete. Hanibal C. Tayeh, Ph.D. President/Laboratory Director Date: 6/17/2004 This laboratory report is not valid without an authorized signature on the cover page. �? `Reportable Detection Limit BRL = Below Reporting Limit Page 33 of 33 i� G 11 r r- El APPENDIX B PUBLIC INVOLVEMENT NOTIFICATION LETTERS i C G I I Eacs,v G June 21, 2004 File No. 05-202129.00 Ms. Susan Sawyer, Director Health Department Town of North Andover 27 Charles Street North Andover, MA 01845-1664 LAKESIDE OFFICE PARK 607 NORTH AVENUE, SUITE 1 1 WAKEFIELD, MA 01880 781-246-8897 FAX: 781-246-8950 WWW.ECSMARIN.COM i� � Subject: Release Abatement Measure Plan Submittal -1 Brooks School 1160 Great Pond Road North Andover, MA Dear Ms. Sawyer: j On behalf of the Brooks School, Environmental Compliance Services, Inc. (ECS) submitted a Release Abatement Measure (RAM) Plan to the Massachusetts Department of Environmental Protection (MADEP) on June 21, 2004. A copy of the RAM plan can be obtained by contacting the Commonwealth of Massachusetts, Department of Environmental Protection, Bureau of Waste Site Cleanup, NERO, 1 Winter Street, Boston, Massachusetts, 02108. If you should have any questions concerning this submittal, please do not hesitate to contact our office at (781)246-8897. i I Sincerely, ENVIRONMENTAL COMPLIANCE SERVICES, INC. Michael A. Penzo, PG, CPG, LSP nSenior Hydrogeologist .J cc: Mark Rees, Town Manager, North Andover, MA G HADDAM, CT TAMPA, FL AGAWAM, MA SOUTHBRIDGE, MA WAKEFIELD. MA Bow, NH MARION, NY PLATTSBURGH. NY RICHMOND. VT BRATTLEBORO, VT LAKESIDE OFFICE PARK 607 NORTH AVENUE, SUITE 1 1 WAKEFIELD, MA 01880 rL%CS 781-246-8897 L -J' FAX: 781-246-8950 MARIN l`I WWW.ECSMARIN.COM June 21, 2004 File No. 05-202129.00 Mr. Mark Rees, Town Manager Town of North Andover 120 Main Street North Andover, MA 0 1845 -2420 Subject: Release Abatement Measure Plan Submittal Brooks School 1160 Great Pond Road North Andover, MA El Dear Mr. Rees: On behalf of the Brooks School, Environmental Compliance Services, Inc. (ECS) submitted a Release Abatement Measure (RAM) Plan to the Massachusetts Department of Environmental Protection (MADEP) on June 21, 2004. A copy of the RAM plan can be obtained by contacting the Commonwealth of Massachusetts, Department of Environmental Protection, Bureau of Waste Site Cleanup, HERO, 1 Winter LStreet, Boston, Massachusetts, 02108. U If you should have any questions concerning this submittal, please do not hesitate to contact our office at (781)246-8897. Sincerely, ENVIRONMENTAL COMPLIANCE SERVICES, INC. Michael A. Penzo, PG, CPG, LSP Senior Hydrogeologist cc: Ms. Susan Sawyer, Director, North Andover Health Department 11 C EHADDAM, CT TAMPA, FL AGAWAM, MA SOUTHBRIDGE, MA WAKEFIELD, MA BOW, NH MARION, NY PLATTSBURGH, NY RICHMOND. VT BRATTLEBORO. VT I 0 a C C x n APPENDIX C BWSC-103 RELEASE NOTIFICATION & NOTIFICATION RETRACTION FORM Ll If M7 um LV C 1701101 ZVV4 11: 03 1o1L40o7J0 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM ❑ - U Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) RELEASE OR THREAT OF RELEASE LOCATION: 1. Release Name/Location Aid: Brooks School Street Address: 1160 Great Pond Road CityfTown: North Andover 4. ZIP code: 01845-1206 B. THIS FORM IS BEING USED TO: (check one) (L J V 1. Submit a Release Notification G C G r i C ❑2. Submit a Retraction of a Previously Reported Notification of a release or threat of release Including supporting documentation required pursuant to 310 CMR 40.0335 (Section C is not required) (AIL sections of this transmittal form must be filled out unless otherwise noted above) INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE (TORI: Date and time of Oral Notification, If applicable: Time: ❑ AM ❑ PM mm/dd/yyyy hh:mm Date and time you obtained knowledge of the Release or TOR: 06/18/2004 Time: 08:00 © AM ❑ PM mm/ddyyyy hh:mm Date and time release or TOR occurred, If known: mm/ddlyyyy eck all Notification Thresholds that apply to the Release or Threat of Release: r more information see 310 CMR 40.0310 - 40.0315) 2 HOUR REPORTING CONDITIONS 5. 72 HOUR REPORTING CONDITIONS ❑ a. Sudden Release a. Subsurface Non -Aqueous ❑ bPhase Liquid (NAPL) Equal to . Threat of Sudden Release or Greater than 1/2 Inch ❑ c. Oil Sheen on Surface Water b. Underground Storage Tank ❑ d. Poses Imminent Hazard (UST) Release ❑ e. Could Pose Imminent ❑ c. Threat of UST Release Hazard ❑ f. Release Detected In Private Well ❑ g. Release to Storm Drain ❑h. Sanitary Sewer Release (imminent Hazard Only) Revised: 06/27/2003 d. Release to Groundwater near Water Supply e. Release to Groundwater near School or Residence ❑ f. Substantial Release Migration Time: ❑ Am ❑ PM hh:mm 6. 120 DAY REPORTING CONDITIONS a. Release of Hazardous n tJ Material(s) to Soil or Groundwater Exceeding Reportable Concentration(s) b. Release of 011 to Soil Exceeding Reportable Concentration(s) and Affecting More than 2 Cubic Yards c. Release of Oil to ® Groundwater Exceeding Reportable Concentration(s) d. Subsurface Non -Aqueous ❑ Phase Liquid (NAPL) Equal to or Greater than 1/8 Inch and Less than 1/2 Inch Page 1 of 3 GO/ 10/ 4GG4 1L. 1JJ I UL 4Yuu - E. RELATIONSHIP OF PERSON TO RELEASE OR THREAT OF RELEASE: [�] 1. RP or PRP © a. Owner ❑ b. Operator ❑ c. Generator ❑ d. Transporter ❑ e. Other RP or PRP Specify: 2. Fiduciary, Secured Lender or Municipality with Exempt Status (as defined by M.G.L. c. 21E. s. 2) L] 3. Agency or Public Utility on a Right of Way (as defined by M.G.L. c. 21 E, s. 5Q)) [] 4. Arty Other Person Otherwise Required to Notify Specify Relationship: Revised: 06127/2003 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION $ NOTIFICATION Release Tracking Number RETRACTION FORM - Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE (TORI: icontl 7. List below the Oils (0) or Hazardous Materials (HM) that exceed their Reportable Concentration (RC) or Reportable Quantity (RQ) by the greatest amount, O or HM Released CAS Number, O or HM Amount or Units RCs Exceeded, if If known Concentration Applicable (RCS -1, RCS -2, RCGW 1, RCGW 2) C9 -C18 Aliphatic Hydrocarbons O 107,000 MG/L RCGW-2 C19 -C36 Aliphatic Hydrocarbons O 2890 MG/KG RCS -1 C11 -C22 Aromatic Hydrocarbons O 820 MG/KG RCS -1 Fluorene O 49,600 PPI3 I RCGW-2 6. Check here if a list of additional Oil and Hazardous Materials subject to reporting Is attached. D. PERSON REQUIRED TO NOTIFY: 1. Check all that apply:❑ a. change in contact name ❑ b. change of address F-1 c. change in the person notifying 2. Name of Organization: Brooks School 3. Contact First Name: John 4_ Last Name: Trova e 5. Street: 1160 Great Road 6. Title: Director of Facilities 7. City/Town: North Andover 8. State: MA 9. ZIP Code: 01845-1206 10. Telephone: (978) 725-6280 11. Ext; 12. FAX: 978 725-6295 ❑ 13. Check here if attaching names and addresses of owners of properties affected by the Release or Threat of Release, other than an owner who is submitting this Release Notification (required). E. RELATIONSHIP OF PERSON TO RELEASE OR THREAT OF RELEASE: [�] 1. RP or PRP © a. Owner ❑ b. Operator ❑ c. Generator ❑ d. Transporter ❑ e. Other RP or PRP Specify: 2. Fiduciary, Secured Lender or Municipality with Exempt Status (as defined by M.G.L. c. 21E. s. 2) L] 3. Agency or Public Utility on a Right of Way (as defined by M.G.L. c. 21 E, s. 5Q)) [] 4. Arty Other Person Otherwise Required to Notify Specify Relationship: Revised: 06127/2003 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM - U Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) F. CERTIFICATION OF PERSON REQUIRED TO NOTIFY: 1. I. John Trovage , attest under the pains and penalties of perjury (i) that I have personally examined and am familiar with the information contained in this submittal. Including any and all documents accompanying this transmittal form, (ii) that, based on my Inquiry of those individuals immediately responsible for obtaining the Information, the material information contained in this submittal is, to the best of my knowledge and belief, true, accurate and complete, and (III) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. 1/the person or entity on whose behalf this submittal is made amlis aware that there are significant penalties, including, but not limited to, possible find impri onment, for willf lly submitting false, inaccurate, or incomplete Information. 2 By. s -96�ti7- of o 3. Title: Director of Facilities Signature / 4 For: Brooks School 5. Date: (Name of person or entity recorded in Section D) mmlddlyyyy 6. Check here if the address of the person providing certification is different from address recorded in section D. 7. Street: 8. City/Town: 9. state: 10. ZIP Code: 11. Telephone: 12. Ext: 13. FAX: YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE_ IF YOU SUBMIT AN INCOMPLETE FORM, YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp (DEP USE ONLY:) L —J Revised: 06/27/2003 Page 3 of 3 D m z v i C C APPENDIX D BWSC-106 RELEASE ABATEMENT MEASURE (RAM) TRANSMITTAL FORM C 11 0 c I C y C Eli ;n l Massachusetts Department of Environmental Protection BWSC106 Bureau of Waste Site Cleanup Release Tracking Number RELEASE ABATEMENT MEASURE (RAM) TRANSMITTAL FORM ❑ - Q Pursuant to 310 CMR 40.0444 - 0446 (Subpart D) A. SITE LOCATION: 1. Site Name/Location Aid: Brooks School 2. Street Address: 1160 Great Pond Road 3. City/Town: North Andover 4. ZIP Code: 01845-1206 ❑ 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. Fla. Tier IA ❑ b. Tier 113 ❑ c. Tier IC ❑ d. Tier 11 16. If a Tier I Permit has been issued, provide Permit Number: B. THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of Initial RAM Written Plan (if previously submitted): Q 2. Submit an Initial Release Abatement Measure (RAM) Plan_ (mm/dd/yyyy) a. Check here if this RAM Plan received previous oral approval from DEP as a continuation of a Limited Removal ❑ Action (LRA). b. List Date of Oral Approval: (mm/dd/yyyy) ❑ 3. Submit a Modified RAM Plan of a previously submitted written RAM Plan. ❑ 4. Submit a RAM Status Report. ❑ 5. Submit a RAM Completion Statement. ❑ 6. Submit a Revised RAM Completion Statement. 7, Provide Additional RTNs: a. Check here if this RAM Submittal covers additional Release Tracking Numbers (RTNs). RTNs that have been ❑ previously linked to a Primary Tier Classified RTN do not need to be listed here. This section is intended to allow a RAM to cover more than one unclassified RTN and not show permanent linkage to a Primary Tier Classified RTN. b. Provide the additional Release Tracking Number(s) F1_ ❑ _ covered by this RAM Submittal. (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 11/04/2003 Page 1 of 6 G P Massachusetts Department of Environmental Protection 71 Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number 1 L TRANSMITTAL FORM ❑ - Pursuant to 310 CMR 40.0444 - 0446 (Subpart D) C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT RAM: 1. Identify Media Impacted and Receptors Affected: (check all that apply) ❑ a. Air ❑ b. Basement ❑ c. Critical Exposure Pathway © d. Groundwater ❑ e. Residence ❑ f. Paved Surface ❑ g. Private Well ❑ h. Public Water Supply ® i. School ❑ j. Sediments © k. Soil ❑ I. Storm Drain ❑ m. Surface Water ❑ n. Unknown ❑ o. Wetland ❑ p. Zone 2 ❑ q_ Others Specify: 2. Identify all sources of the Release or Threat of Release, if known: (check all that apply) Fla. Above -ground Storage Tank (AST) ❑ b. BoaWessel ❑ c. Drums ❑ d. Fuel Tank ❑ e. Pipe/Hose/Line ❑ f. Tanker Truck ❑ g. Transformer ❑✓ h. Under -ground Storage Tank (UST) ❑ i. Vehicle F1 j. Others Specify: Residual Petroleum Contamination 3. Identify Oils and Hazardous Materials Released: (check all that apply) © a. Oils ❑ b. Chlorinated Solvents ❑ c. Heavy Metals ❑ d. Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply, for volumes list cumulative amounts) ❑ 1. Assessment and/or Monitoring Only ❑ 2. Temporary Covers or Caps ❑ 3. Deployment of Absorbent or Containment Materials ❑ 4. Temporary Water Supplies ❑ 5. Structure Venting System ❑ 6. Temporary Evacuation or Relocation of Residents ❑ 7. Product or NAPL Recovery ❑ 8. Fencing and Sign Posting ❑ 9. Groundwater Treatment Systems ❑ 10. Soil Vapor Extraction ❑ 11. Bioremediation ❑ 12. Air Sparging ® 13. Excavation of Contaminated Soils 0 a. Re -use, Recycling or Treatment ❑ i. On Site Estimated volume in cubic yards 0 ii. Off Site Estimated volume in cubic yards 1,500 iia. Receiving Facility: To Be Determined Town: State: iib. Receiving Facility: Town: State: iii. Describe: Revised: 11/04/2003 Page 2 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM Pursuant to 310 CMR 40.0444 - 0446 (Subpart D) D. DESCRIPTION OF RESPONSE ACTIONS (cont): (check all that apply, for volumes list cumulative amounts) F] b. Store n i. On Site Estimated volume in cubic yards F] ii. Off Site Estimated volume in cubic yards F] 17. Use of Innovative Technologies: Describe: Revised: 11/04/2003 Page 3 of 6 iia. Receiving Facility: Town: State: iib. Receiving Facility: Town: State: F] c. Landfill F] i. Cover Estimated volume in cubic yards Receiving Facility: Town: State: F] ii. Disposal Estimated volume in cubic yards Receiving Facility: Town: State: 14. Removal of Drums, Tanks or Containers: a. Describe Quantity and Amount: b_ Receiving Facility: Town: State: c. Receiving Facility: Town: State: 15. Removal of Other Contaminated Media: a. Specify Type and Volume: b. Receiving Facility: Town: State: c. Receiving Facility: Town: State: F] 16. Other Response Actions: Describe: F] 17. Use of Innovative Technologies: Describe: Revised: 11/04/2003 Page 3 of 6 C C C C C Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM - - Pursuant to 310 CMR 40.0444 - 0446 (Subpart D) E. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of (i) the standard of care in 309 CMR 4.02(1), (ii) the applicable provisions of 309 CMR 4.02(2) and (3), and 309 CMR 4.03(2), and (iii) the provisions of 309 CMR 4.03(3), to the best of my knowledge, information and belief, > if Section 6 of this form indicates that a Release Abatement Measure Plan is being submitted, the response action(s) that is (are) the subject of this submittal (i) has (have) been developed in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000, (ii) is (are) appropriate and reasonable to accomplish the purposes of such response action(s) as set forth in the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (iii) comply(ies) with the identified provisions of all orders, permits, and approvals identified in this submittal; > if Section 8 of this form indicates that a Release Abatement Measure Status Report is being submitted, the response action(s) that is (are) the subject of this submittal (i) is (are) being implemented in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000, (ii) is (are) appropriate and reasonable to accomplish the purposes of such response action(s) as set forth in the applicable provisions of M_G.L_ c. 21 E and 310 CMR 40.0000 and (iii) comply(ies) with the identified provisions of all orders, permits, and approvals identified in this submittal; > if Section B of this form indicates that a Release Abatement Measure Completion Statement is being submitted, the response action(s) that is (are) the subject of this submittal (i) has (have) been developed and implemented in accordance with the applicable provisions of M.G.L. c. 21E and 310 CMR 40.0000, (ii) is (are) appropriate and reasonable to accomplish the purposes of such response action(s) as set forth in the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and (iii) comply(ies) with the identified provisions of all orders, permits, and approvals identified in this submittal: I am aware that significant penalties may result, including, but not limited to, possible fines and imprisonment, if I submit information which I know to be false, inaccurate or materially incomplete. 1. LSP #: 3606 2. First Name: Michael 4. Telephone: (781) 246-88 7. Signature: 8. Date: f3��Z%Zvi-K (mm/dd/yyyy) 3. Last Name: Penzo 46-8950 9. LSP Stamp: 11111111011" A. pone N0.8901111 Revised: 11/04/2003 Page 4 of 6 r c C Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM - Pursuant to 310 CMR 40.0444 - 0446 (Subpart D) F. PERSON UNDERTAKING RAM: 1. Check all that apply: ❑ a. change in contact name b. change of address c. change in the person undertaking response actions 2. Name of Organization: Brooks School 3. Contact First Name: John 4. Last Name: Trovage 5. Street: 1160 Great Pond Road 6. Title: Director of Facilities Cityrrown: North Andover 8. State: MA 9. ZIP Code: 0. Telephone: (978) 725-6280 11. Ext; 12. FAX: (978) 725-6295 RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING RAM: 10 1. RP or PRP M a. Owner n b. Operator [-] c. Generator n d. Transporter 0 e. Other RP or PRP Specify: IF] 2. Fiduciary, Secured Lender or Municipality with Exempt Status (as defined by M.G.L. c_ 21E, s. 2) ❑ 3. Agency or Public Utility on a Right of Way (as defined by M.G.L. c. 21E, s.50)) F1 4. Any Other Person Undertaking RAM Specify Relationship: REQUIRED ATTACHMENT AND SUBMITTALS: 1. Check here if any Remediation Waste, generated as a result of this RAM, will be stored, treated, managed, recycled or FJ reused at the site following submission of the RAM Completion Statement. You must submit a Phase IV Remedy Implementation Plan along with the appropriate transmittal form (BWSC108). 2. Check here if the Response Action(s) on which this opinion is based, if any, are (were) subject to any order(s), permit(s) F] and/or approval(s) issued by DEP or EPA. If the box is checked, you MUST attach a statement identifying the applicable provisions thereof. I 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the implementation of a Release Abatement Measure. I ❑ 4. Check here if any non-updatable information provided on this form is incorrect, e.g. Release Address/Location Aid. Send corrections to the DEP Regional Office. I 5. If a RAM Compliance Fee is required for this RAM, check here to certify that a RAM Compliance Fee was submitted to DEP, P. O. Box 4062, Boston, MA 02211. F1 6. Check here to certify that the LSP Opinion containing the material facts, d ata, and other information is attached. Revised: 11/04/2003 Page 5 of 6 C r. G Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC106 RELEASE ABATEMENT MEASURE (RAM) Release Tracking Number TRANSMITTAL FORM Pursuant to 310 CMR 40.0444 - 0446 (Subpart D) I. CERTIFICATION OF PERSON UNDERTAKING RAM: 1. I, John Trovage , attest under the pains and penalties of perjury (i) that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form, (ii) that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained in this submittal is, to the best of my knowledge and belief, true, accurate and complete, and (iii) that 1 am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. 1/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to, possible fines a prisonment for willfully submitting false jr2gc ate.JOL incomplete information. 2. By:�� ) �2� e00o"S 3c/ffla 3. Title: Director of Facilities ignature 4. For: Brooks School (Name of person or entity recorded in Section F) 5. Date: 04I17 /ZOO (mm/dd/yyyy) I❑ 6. Check here if the address of the person providing certification is different from address recorded in Section F. 17. Street: 18. City/Town: 111. Telephone: 12. Ext. 9. State: 13. FAX: 10. ZIP Code: YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM, YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp (DEP USE ONLY:) Revised: 11/04/2003 Page 6 of 6 U C w _U w W U z Q J CL O U J H z W 2 z O z LU LO N LO O Lo .-i v 0 :tN A f 'Hoeq uo spetaQ �J ALJ N LO O oz z r -i ovi 0 0002 v 69Q j w ' N W U \ Z Q a O CD0 Qm� � QW Z e � \Q O > O \ \Z CLJ C/1 J Z O 0 U O r - Z. _ 0 0 0 0 JW N Cl) r�-UWK Q It ZZitNCD J �Wv~ixM O Z(n�Q� a N w�r O Ow> o L ;Zo2 I N oo Z _j Z G wa !E( = o Q � U 3: �acNoo W ov Q LL C X O E m O 00 O co vla: 0 LU wm =w ;i aP00 aostsne0000 �eez-zssoon� 3q[7�iv inr�nacesr7mm -,�„ ... 0 0 w L U N N 0 N U u 0 O � [0 N m c co `0 LL a� N cc,:,) C m co o w C) 0 a Q a N O O O O .- o i E m = v cD mo O o O 0, < C, E» U U a m � 0 � o '0 T� oQ>0-Q z f 'Hoeq uo spetaQ �J ALJ N LO O oz z r -i ovi 0 0002 v 69Q j w ' N W U \ Z Q a O CD0 Qm� � QW Z e � \Q O > O \ \Z CLJ C/1 J Z O 0 U O r - Z. _ 0 0 0 0 JW N Cl) r�-UWK Q It ZZitNCD J �Wv~ixM O Z(n�Q� a N w�r O Ow> o L ;Zo2 I N oo Z _j Z G wa !E( = o Q � U 3: �acNoo W ov Q LL C X O E m O 00 O co vla: 0 LU wm =w ;i aP00 aostsne0000 �eez-zssoon� 3q[7�iv inr�nacesr7mm -,�„ ... C1 v &wU TA E M dr. TOWN OF NORTH ANDOVER BUELDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING i Section for Offcial Use Oni BUILDING PERMIT NUMBER: U)NIMUL �ZrL CONSTRUCTION DATE ISSUED: SIGNATURE: 200 Buildin,& Cominissioner/Inspector of Buildings 16ate Z 1.1 Property Address: 1-2Assessors Map and Parcel Number:1160 50150& Great Pond Rd. 90C 25 103 28 No. Andover, MA 01845 Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: R-2 Recreation Facility 3,500 Zoning Disuict Wosed Use Lot Area (sif) Frontage (fl), 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide. Required Provided �r�� Provided 30' 170' 30' 70', 30' 1 45' 1.7 Water Supply M.G.L.C.40. § 54) 1.5. Flood Zone Information: 1.9 Sewerage Disposal System: Public Private 0 Outside Flood Zone IX Municipal X On Site Disposal System 0 Jyyyyy�Zone H 2.1 Owner of Record 5p,boy's 9_C*n_r PO Mo R 0 Name (Print) L4 W 115LtZ W. 13 E C tea *fW-R Address for Service No. AP0oViM, MA 0194S- 0 Vi 15 6 C" tignature TelepAON 2.2 Authorized Agent VA n'nt Address for Service: 11o. 441)(M59, MA 01 8y -s --62S0 F, 92S Telephone 3.1 Licensed Construction Supervisor Not AppliOD T3cable License Number Address jo) Z fi,1121 ec # 0 — Licensed Const rp(ion Supervisor: � Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable 0 Company Name Registration Number .Address Expiration Date Signature Telephone 5 Z V'rTtit Pa -A MV-4ZVRIPT1®N: OF PROPOSEDWORK (cheek all anDhcablel ' New Construction R Existing Building ❑ Repair(s) ❑ Alterations(s) X Addition Accessory Bldg. 0 Demolition fX Other 0 Specify Brief Description of Proposed Work: Construction of New Athletic Center adjacent to existing Hockey Rink. Includes removal of.existing wood framed buildings', related site work to integrate the new building into the campus, and limited renovations to the existing rink to connect the buildings. I1P Fil'MrelizirAs§Uli.14MeiHIa5101X1KU-Z.i➢f; SECTION 4 - WOft" S COMPENSATION (M.+G t. C 1SI Workers Compensation Insurance affida must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buildingrmit. Si ned affidavit Attached Yea ....... i No ..... ..❑ SECTION 5 -PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES FOIR.BURDIlVGS AND STRU(:TURES.Si3B.3EC't':TO CONSTRUCTION CONI-ROL PURSUANII` TO'7ll�,CMR I16'{CO1rITA t1Y0 MORE TlEIAM; §1,00 i CF. OF ENCLOSED SPACE) 5.1 Registered Architect: Name: Address Signature Telephone J;..GI�C'�ISI�FC{3YI,UI4SSIOI4Yl L'Q�it(L$� �NOf MABs Fire ction _James_ G_ D i Paoli Area of - S G rn AOLI Natne: Rolf Jensen &Associates, Inc. r.(FIIREPROTFCTION 1661 Worcester Road, Suite 501, Framingham, MA 01701 4517 5179 Registr umber O e Address: 06/30/ ��FS EMO Expiration 165a t afore Total Theodore G. Fowler Not appl' Ele C O€R Q@d in g Name: Cannon Design���`��, 3 One Center Plaza, Boston, MA 02108 G imber° R t�ftt1�lumber � rise o ELECTRICAL � Ilk- Address 617-742-544004_s�'` Telephone Name Address Signature Telephone Naive Address Signature LRl,�1N b &1fJ3TkJ(XMV3 rA/C Company Name: IM 1( �.: • Responsible in Charge of Construction Telephone Area of Responsibility Registration Number Expiration Date Area of Responsibility Registration Number Expiration Date Not Applicable ❑ N 1, J—.0 .0 N el `Tr .0 V - `t % ,as Owner/Authorised .Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my kno«'ledge and belief. Signed under the pains and penalties of perjury �"� -'7– r—O ome Ao KOGle3 3e lmdr t ya N n jr ri a i Si tatur of Owner/Agent 5,73/0 Date ' OW^ -1 JIVJ� 1.1. I Item iCompleted Estimated Cost (Dollars) to be by permit applicant (3F1['7CL4L I3S)LI ONI:Y I Building (a) Building Pemtit Fee multiplier 1I 2 Electrical 5S� y �b (b) Estimated Tota] Cost of Construction from (6) I~3 - Plumbing 4 Mechanical (HVAC) � 000 Building Permit lee ;.) n (b) 1 �o4.� n�� r-. b i Fire Protection IDN X11« t` 1::�*e. Tu Jbf.^tl 6 Total (1+2+3+4+5)3 1 Q V a Check Number i, NO. OF STORIES One SIZE 46,250 SF _ I 13ASENENT OR SLAB Sl ab on grade 5" thick__ 1 kD .SIZE (F FLOOR TIMBERS– 1 — 2ND 3 ---, �SYAN Varies. 26'(w 14x22), 38'-10" (w 14x22), 22'(w12X19-w1606), 50'(44 LH4) j DEMENSIONS OF SILLS None i—E-N NSIONS OF POSTS w 10x49, w I Ox54, w 10x77, w I Ox 100, 1-1SS 5x5x5/16 11)IMFNSIONS OF GIRDERS None. I!FIG]IT OF FOUNDATION TFUCKNESS IZF OF FOOTING 4'x4'xl'-2", 5'x_5'xl'-2", 6'x6'xl'-6", 7'x7'x2', 5'x10'xl'-8", 6'x10'xl'-8", 3'x6'xV-2� 'vtATERIAL OF CHIMNEY Steel IS LDING ON SOLID OR FILLED LAND _ _ S o 1 id IS BU}LDING CONNIECTIiD TO NATURAL GAS LINE —� Yes _ J SECTION 4 - WORKERS GOA�ENSAIf�O i Ise Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yea ...... _ No. ...... 11 SECTION 5 - PROFESSIONAL -DESIGN AND CONSTRUCTION SERVICES. FOR,B?1J1t7�Il�i�CS ANJU S�`RITC SIR a :SiIIB.�CT TO ` CONSTRUCTION CONT90L ATKST7ANT TO 780,C11'IFR } 1t► (CONT �i1N�I+IG MORE TfIAN zJ► 3s,0#iU I .Ti+: £3F ENCLOSED SPACE) -... 5.1 Registered Architect: Name: ls - ros - umway ngineering, P.C. �P s 9cti 4\ ED AR Ch Rohert _j_ Peterson, AIA Q��\�� PE (P Name:. Cannon Design Qo 02 One Center Plaza, Boston, MA 02108 ir No 4843 Address SALEM MASS. J r2:�� 617-742-5440 FSS to Signature Telephone OF t�1P`'SP az Aegtsterea e-mtess►ona[ ng tee (s} Lands ture Michael Sardina A1e (Name: Brown/Sardina 129 South Street, Boston, MA 02111 —_RgistrLtion Num _ Signature TotalAN��PQ`� Bruce J. ShumwayEngineering cabe H06' Name: ls - ros - umway ngineering, P.C. �P s 9cti 71 Water Street, Laconia, NH 03245 R --- ' i�Yatio ber Address M CHANICAL y 603-524-4647 o. 3W2p ��' 9 4 Signatur Telephone FSS to John R. Boek lman Strufc FM �� ng Name Cannon Design Area osiW-W- R• y� One Center P1 �za, Boston, MA 02108 BOEK:LMAN U3896 STRCTURAL y Address Registr r C,is `�Q h 617-742-5440 \�� 06 30 2 FSSJONALE�� ' Signature O Telephone Expiration Da Mi and Berry Mecha ;.sem eering Name Cannon Design Area -� One Center Plaza, Boston, MA 02108` 32 U�t.lttr,��ri� Address Re ' ion Nwnber c3 Rc.32S35�� 617-742-5440 06 Signature Telephone Expira :iEt -- -- Not Not Applicable 0 ,r Company Nam Responsible in Charge of Construction FORINT - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all -necessary approval / permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. .1.a........ l. ....... al ...... a......aa.............■I.la.aa■of■aff.af■ a■ ■... Mr. James pnp APPLICANT Brooks School PHONE 978-725-6212 ASSESSORS MAP NUMBER 7CiT1t��1 Jul: ; SUBDIVISION LOT NUMBER New Athletic Center STREET ,rP Pnnd Rnaci STREETNUMBER `1160 �.a■*.rias...a...■■.af.faaaasaaaasaaaf.a•sssaaaaaaasaasaa ssasasassaa saasa a■a■ OFFICIAL USE ONLY ... man Oman ...a...■a.aa.aa..aaass Sam .Mason .aaRoom amaawn aa&.■■maaago amaasaaaaaama RECO NDATIONS OF TOWN AGENTS I.af■ ■/ffaffff ■■ ■■ a •l ■••■a■aaaaf.A■f..af..■■ala.■a....■/a■a■saa■.a.■ ^ <' DATE APPROVED c? % V Y CONSERVATION ADNIINIS OR DATE REJECTED COMMENTS Passed e- co ru, ; oh — C/2 '�'- 9Y --Z-1057 DATE APPROVED T DATE REJECTED COM VffiNTS MIIWOV l 9 f yaeZ ✓ ./ ? 4 DATE APPROVED FOOD INSPECTOR - HEALTH DATE REJECTED DATE APPROVED SEPTIC INSPECTOR - HEALTH DATE REJECTED COMMENTS PUBLIC WORDS - SEWER /WATER CONNECTIONS DRIVEW4A�Y�PERMIT --/ VZCom/ DATE APPROVED FIRE DEPARTMENT �dj&JECTED . CONOAENTS RECEIVED BY BUILDING INSPECTOR DATE _ MAY a— 2004 M BUILDING DEIN I Envelope Compliance Certificate Massachusetts Commercial Code COMcheck-EZ Software Version 2.4 Release 2c Data filename: P:\01832.09\arch\COMcheck\BSNAFOl.cck Section 1: Project Information Project Name: Brooks School New Athletic Facility Designer/Contractor: Cannon Document Author: D. Ordorica Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F) Cooling Degree Days (base 65 degrees F) Building Type Sports Arena North Andover, Massachusetts 13a 5641 678 Permit Number Checked By/Date Floor Area 50408 Project Description (check one): xNew Construction x_ Addition _ Alteration _ Unconditioned Shell (File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use I Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R -values & U -factors labeled as certified. [ ] 4. Vapor retarder installed. Climate -Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R -Value R -Value U -Factor U -Factor NORTH: Exterior Wall 5: Metal Frame, 16" o.c. 4805 0.0 12.5 0.068 0.091. Window 5: Metal Frame with Thermal Break, Double Pane with Low -E Clear, SHGC 0.63(b) 562 --- --- 0.540(b) 0.603 Door 5: Solid 93 --- --- . 0.700(b) 0.143 Door 6: Glass, Clear, SHGC 0.53 46 --- --- 0.920(b) 0.603 Door 7: Other 20 --- --- 0.200 0.143 Comments: Louver Basement Wall 5: Solid Concrete or Masonry > 8" Furring: None, Wall Ht 3.0, Depth B.G. 2.0 147 --- 10.0 0.085 0.115 EAST: Exterior Wall 1: Metal Frame, 16" o.c. 4878 0.0 12.5 0.068 0.091 Window 1: Metal Frame with Thermal Break, Double Pane with Low -E Clear, SHGC 0.63(b) 424 --- --- 0.540(b) 0.603 Door 1: Solid 129 --- --- 0.700(b) 0.143 Door 2: Other 59 --- --- 0.200 -0.143 Comments: Louver Exterior Wall 2: Solid Concrete or Masonry <= 8" Furring: None 8 --- 12.5 0.069 0.091 Basement Wall 1: Solid Concrete or Masonry > 8" Furring: None, Wall Ht 2.0, Depth B.G. 1.0 16 --- 10.0 0.085 0.115 SOUTH: Exterior Wall 3: Metal Frame, 16" o.c. 6643 0.0 12.5 0.068 0.091 Window 2: Metal Frame with Thermal Break, Double Pane Clear, SHGC 0.63 1266 --- --- 0.540 0.603 Window 3: Metal Frame with Thermal Break, Double Pane with Low -E Clear, SHGC 0.63(b) 170 --- --- 0.540(b) 0.603 Door 3: Glass, Clear, SHGC 0.53 71 --- --- 0.920(b) 0.603 Basement Wall 2: Solid Concrete or Masonry > 8" Furring: None, Wall Ht 3.0, Depth B.G. 2.0 98 --- 10.0 0.085 0.115 Basement Wall 3: Solid Concrete or Masonry > 8" Furring: None, Wall Ht 3.0, Depth B.G. 2.0 94 --- 10.0 0.085 0.115 WEST: Exterior Wall 4: Metal Frame, 16" o.c. 7319 0.0 12.5 0.068 0.091 Window 4: Metal Frame with Thermal Break, Double Pane with Low -E Clear, SHGC 0.63(b) 628 --- --- 0.540(b) 0.603 Door 4: Solid 47 --- --- 0.700(b) 0.143 Basement Wall 4: Solid Concrete or Masonry > 8" Furring: None, Wall Ht 6.0, Depth B.G. 5.0 1465 --- 10.0 0.085 0.115 UNSPECIFIED ORIENTATION: Roof 1: Metal Roof without Thermal Blocks 13852 19.0 0.0 0.101 0.060 Comments: Roof at Prefab Building Roof 2: Structural Slab 9626 --- 22.2 0.043 0.060 Roof 3: Structural Slab 9962 --- 22.2 0.043 0.060 Interior Wall 1: Metal Frame, 16" o.c. 9241 19.0 0.0 0.1.10 0.143 Town of North .Andover Office of the Building Department Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 RCHU`� D. Robert Nicetta Telephone (978) 688-9545 BariIdIng Conn- ssianer Fax (978)688-9542 June 5, 2002 Mr. Andrew W.E. Townshend Project Executive Columbia Construction Company 58 Concord Street North Reading, MA 01864-0220 RE: B�oo�ks SehooIMet- Vacs Building Permit #326 (June 27, 200 1) Dear Mr. Townshead: I have reviewed your request for an extension of the referred permit for Brooks School. Due to circumstances beyond the control of Columbia Construction. Company, I will once again, extend Building Permit #326 for a period of six (6) months from the date of the last extension, which was to expire on June 27, 2002. The building permit will now expire on December 27, 2002 if construction has not commenced. I look forward to working with you on this project. Yours truly, D. Robert Nicetta Building Commissioner CC: Heidi Griffin, Director CD&S BOARD OF MPEALS 688-9541 I3U.ILDIN6688-9545 C'.ONSERVA HON 688-9330 HEAL I'll 688-9540 PL:�!'\INiG 688-9535 MAY 15 2002 May 14, 2002 Mr. James Marsh Columbia Construction Company 58 Concord Street North Reading, MA 01864-0220 YICLNU IE SALUfAN83 BROOKS SCHOOL NORTH ANDOVER MASSACHUSETTS 01845-1298 Re: Building Permit for Brooks School Athletic Facility Dear Jim: I am writing in regard to your request that Brooks School provide Columbia with advance notice of authorization to proceed with construction of the above -referenced project. We understand that Columbia Construction must now finalize plans for its summer workload and also be in an informed position to represent the School when communicating with Building Commissioner Bob Nicetta. As you know the current building permit will expire on June 26, 2002. Unfortunately, Brooks School is unable to provide authorization to proceed at this moment in time. Last fall we were very optimistic that fundraising goals would be met and that the project would be authorized to commence in the spring of 2002. Events since that time and the resulting economic uncertainties have caused fundraising efforts to become temporarily stalled. Not until recently has the optimism of last fall returned so that we feel we will be able to fund this project fully in the very near future. Brooks School has diligently proceeded toward commencement of construction by making a number of substantial commitments to the project. Peabody dormitory was moved to vacate the building site, structural steel was purchased and delivered to the fabricator, architectural drawings have been completed and shop drawings have been reviewed, underground tanks have been abated and disposed of, and underground utilities have been installed to service the new building. All of this has been done in a good faith effort with Columbia Construction because this is a much-needed project that can and will happen as soon as possible. Despite our collective efforts to prosecute the work diligently and in a timely way, momentum has been lost due to causes which have been outside of our control. Furthermore, to lose the building permit at this point in time would present a major setback. It is critical to the School's fundraising efforts and to the success of this project that the building permit not be allowed to expire. As agent for the School, please review these circumstances with Mr. Nicetta and with the Town of North Andover in order to secure the necessary extension to the current building permit. Please let me know if you need any assistance in this matter. RECEIVED � ✓ Q E n E V E D Sincerely, JUN 0 5 2002 BUILDING DEPT ager Bruceallin Town of North Andover Office of the Building Department Community Development and Services Division 27 Charles Street North Andover, Massachusetts o1M D. Robert -Nicetta Building Commissioner December 29, 2001 Mr. Andrew W.E. Townshend Project Executive Columbia Canstruction Company 58 Concord Street North Reading, MA 01864-0220 RE: Brooks School Athletic Facay Building Permit #326 (June 27, 2001) Dear Mr. Townshend: ' 1-rr--; Telephone(978)688A545 (978) 688.9542 I have reviewed your request for an extension of the referred permit for Brooks School Due to circumstances beyond the control of Columbia Construction Company I am Mending building permit #326 for a period of sic 6 from the date appearing thereon The building permit wM now expire o June 27,200 ess construction has commenced prior to that date. I look forward to wor ' g with ou on this project. Yours truly, D. Robert Nicetta Building Commissioner CC: Heidi Griffin Director CD&S. b6Z • 02� i BOARD OP APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNIN0688-9535 • Floor 1: Non -Wood Joist/Truss 669 0.0 12.5 0.065 0.056 e' Comments: Soffit at South Porch Floor 2: Non -Wood Joist/Truss 1243 1.1.0 0.0 0.077 0.056 Comments: Mezzanine over Gym Storage Floor 3: Unheated Slab -On -Grade, Depth 4 ft.(c) 372 --- 10.0 --- (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Claimed performance does not exceed defaults in Tables 1301.9.3.1. No manufacturer certification required. (c) Certain building use types require continuous under -slab insulation (see Massachusetts Code Section 1304.2.7 and 1304.2.8). Envelope PASSES: Design 18% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. Principal Envelope Designer -Name Signature Date t Town of North Andover „ORTH This is to certify that twenty (20) days OF �.... ,,,1. have. elapsed from date of decision, filed Office of the Planning Department without filing of an appeal. Community Development and Services DlvlslOn p Date -.,�'.Cc� Joyce A. Bradshaw 27 Charles Street Town Oleg North Andover, Massachusetts 01845 �SSACHusEt hqp://www.to Town Planner. jwoods@townofnorthandover.com P (978) 688-9535 J. Justin Woods F (978) 688_9542 NOTICE OF DECISION ATTEST: SENT USPS VIA CERTIFIED MAIL A True Copy RETURN RECEIPT REQUESTED Town Clerk 1160 Great Pond Road Assessors Map 90C, Lot 25 & Site Plan Special Permit Assessors Map 103, Lot 2B Brooks School -Athletic Facility Registry Book 530, Page 290 The public hearing on the above referenced application was opened by the North Andover Planning Board on July 8, 2003 and closed on August 5, 2003. John Scott, P.E. of Rist -Frost Shumway, appeared on behalf of the petitioner, Brooks School: On August 19, 2003, Nardella made, and Simons seconded, a motion to grant a Site Pian. Special Permit_` ' to allow for the construction of a one-story with mezzanine, 50,501 square foot athletic facility within the _ Residential -2 Zoning District, under the requirements of Section 8.3 & 10.3 of the North Andover Zoning Bylaw. This Special Permit was requested by the by Brooks School, 1160 Great Pond Road, North: Andover, MA, 01845. The original application, excluding revised documentation, as cited herein, was filed, .., with the Planning Board on submitted on May 30, 2003 with subsequent submittals on file. The applicant submitted a complete application, which was noticed and reviewed in accordance with Section 10.52 of the.' Town of North Andover Zoning Bylaw and MGL Chapter 40A, Section 9. The motion to approve was subject to the FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in Appendix A to this. decision. The Planning Board voted on the motion by a vote of 4 in favor to. 0 against (Phinney voted, White abstained, Schwarz not present). A special permit issued by a special permit granting authority requires a vote of at least four members of a five -member board. See MGL Chapter 40A, Section 9 and Section 10.3(5) of the Town of North Andover Zoning Bylaw. Accordingly, the Application for the Site Plan Special Permit is approved with the attached conditions. The applicant is hereby notified that should the applicant disagree with this decision, the applicant has the right, under MGL Chapter 40A, Section 17, to appeal to this decision within twenty days after the date this decision has been filed with the Town Clerk. - Respectfully. Submitted: 0 J n Woods, Town Planner - - - for the North Andover Planning Board:. ry Alberto Angles, Chairman George White, Vice Chairman o �' Felipe Schwarz, Clerk - -- John Simons Richard Nardella n James Phinney, Associate Member BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 6R' 1160 Great Pond Road Site Plan Special Permit Brooks School - Athletic Facility August 20, 2003 Page 2 of 4 Appendix A The Planning Board herein approves the Site Plan Special Permit for the construction of a one-story with mezzanine, 50,501 square foot athletic facility. This buildings is located in the R-2 Zoning District. This Special Permit was requested by Brooks School, 1160 Great Pond Road, North Andover, MA 01845. This application was filed with the Planning Board on May 30, 2003. The applicant submitted a complete application which was noticed and reviewed in accordance with Sections 8.3, 10.3, and .10.31 of the Town of North Andover Zoning Bylaw and MGL c.40A, sec. 9 The Planning Board makes the following FINDINGS OF FACT as required by the North Andover Zoning Bylaws Section 8.3 and 10.3: 1. The specific site is an appropriate location for the project as it is located in the R-2 Zone and involves the construction of permitted uses within this zone. 2. The use as developed will not adversely affect the neighborhood as a sufficient buffer has been provided. The overall layout of the site has been designed to focus on traditional architecture and provide site amenities designed at a pedestrian scaler 3. . There will be no nuisance or serious hazard to vehicles or pedestrians. 4. The landscaping approved as a part of this plan meets the requirements of Section 8.4 as amended by the Planning Board, of the North Andover Zoning Bylaw; 5. The site drainage system is designed in accordance with the Town Bylaw requirements and has been reviewed and approved by the Outside Consulting Engineer, Vanasse, Hanging Brustlin, Inc.; 6. The applicant has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw. 7: Adequate and appropriate facilities will be provided for the proper operation of the proposed use. The facility will be connected to the municipal sewer system in the Town of North Andover. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 835 but requires conditions in order to be fully incompliance. The Planning Board hereby grants an approval to the applicant provided the following SPECIAL CONDITIONS are met: 1. Prior to the endorsement of the plans by the Planning Board, the applicant must comply with the following conditions: a) The final plan must be reviewed and approved by the Town Planner and subsequently endorsed by the Planning Board. ' The final plans must be submitted for review within ninety days of filing the decision with the Town Clerk. b) A bond in the amount of fifteen thousand ($15,000) dollars must be posted for the purpose of insuring that a final as -built plan showing the location of all on-site utilities, structures, curb cuts, parking spaces, topography, and drainage facilities is submitted. The bond is also in place to insure that the site is constructed in accordance with the approved plan. 2. Prior to the start of construction: a) During construction, the site must be kept clean and swept regularly. b) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. 3. Prior to FORM U verification (Building Permit Issuance): a) The Planning Board must endorse the final site plan mylars and three (3) copies of the signed plans must be delivered to the Planning Department. b) One certified copy of the recorded decision must be submitted to the Planning Department. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 1160 Great Pond Road Site Plan Special Permit Brooks School — Athletic Facility August 20, 2003 Page 3 of 4 4. Prior to verification of the Certificate of Occupancy: a) The applicant must submit a letter from the architect and engineer of the project stating that the building, signs, landscaping, lighting and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. b) The Building must have any and all fire sprinklers installed in accordance with the Massachusetts General Law s Chapter 148 Section 26. Additionally, the applicant shall sprinkle the existing hockey rink to which the proposed facility will be attached. c) All. lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Staff shall review the site. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. All site lighting shall provide security for the site and structures however it must not create any glare or project any light onto adjacent residential properties. 5. Prior to the final release of security: a) The Planning Staff shall review the site. Any screening as, may be -reasonably required by the Planning Staff will be added at the applicant's expense. Specifically after the detention pond is completed, the Town Planner will review the site and any screening as may be reasonably required by the Town Planner will be added at the applicant's expense. b) A final as -built plan showing final topography, the location of all on- site utilities, structures, curb cuts, parking spaces and drainage facilities must be submitted to and reviewed by the Planning Staff and the Division of Public Works. 6. Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved by the Planning. Staff. Any approved piles must remain covered at all times to minimize any dust problems that may occur with adjacent properties. Any stock piles to remain for Ion Ler than one week must be fenced off with siltation fence and covered. 7. In an effort to reduce noise levels, the applicant shall keep in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 8. The hours for construction shall be limited to between 7:00 a.m. and 7:00 p.m. Monday through Friday and between 8:00 a.m. and 5:00 p.m. on Saturday. 9. Any plants, trees or shrubs that have been incorporated into the Landscape Pian approved in this decision that die within one year from the date of planting shall be replaced by the owner. 10. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 11. Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 12. No open 'burning shall be done except as is permitted duffing burning season under 'tile Tire Department regulations. 13. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 14. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 15. Any action by a Town Board, Commission, or Department, which requires changes in the plan or design of the building, as presented to the Planning Board, may be subject to modification by the Planning Board. 16. Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial, the applicant must submit revised plans to the Planning Board for approval. 17. This permit shall be deemed to have lapsed after a two- (2) year period from the date August 20, 2003 on which the Special Permit was granted unless substantial use or construction has commenced. BOARD OF APPEALS 688-9541 BUILDING 688-9645 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 1160 Great Pond Road Site Plan Special Permit Brooks School — Athletic Facility August 20, 2003 Page 4 of 4 18. The following information shall be deemed part of the decision: A) Plan Titled: Brooks School New Athletic Facility Prepared For: Brooks School Assessor 1160 Great Pond Road, North Andover, MA 01845 Prepared By: Rist -Frost Shumway Building Inspector 71 Water Street File Laconia, NH 03246 Scale: 1 "=20' Date: May 29, 2003 and last revised July 24, 2003, Revised February 20, 2001 Sheets: C101, C201, C301, C302, C303, C401, C501, C502 B) Plan Titled: Brooks School New Athletic Facility Prepared For: Brooks School 1160 Great Pond Road, North Andover, MA 01845 Prepared By: Cannon One Center Plaza Boston, MA 02108 Scale: 1 "=20' Date: May 27, 2003 Sheets: L101, L201, L301, L401 (Layout & Materials, Grading, Planting & Lighting Plans) C) Plan Titled: Brooks School New Athletic Facility Prepared For: Brooks School 1160 Great Pond Road, North Andover, MA 01845 Prepared By: Cannon One Center Plaza Boston, MA 02108 Scale: 1/8"=1' Date: May 30, 2003 and last revised July 14, 2003, Sheets: A101, A102, A301 & A302 D) Report Titled: Drainage Calculations Dated: May 29, 2003; revised July 11, 2003 Prepared By: Rist -Frost Shumway 71 Water Street - Laconia, NH 03246 Note: All 4 Plans are approved as noted except as amended in VHB's Report titled Town of North Andover PIanning Board Engineering Review of Site Plan' and Watershed Special Permit for Conformance with the Town of North Andover. Zoning Bylaw and Standard Engineering Practice (VHB No 06716.76). dated July 30, 2003 and agreed to by the applicant at a public hearing on August 5, 2003. cc: Conservation Administrator Police Chief Abutters Director of Public Works Fire Chief Assessor Health Administrator Applicant DPW Building Inspector Engineer File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 1 -888 -746 -LIFT One Fields Point Drive Providence, RI 02905 401-780-0512 401-780-0517 fax 15 Caron Street Merrimack, NH 03054 603-423-9090 603-423-0021 fax e 1 n o MA 01760 -_� CT.L:DINC rpvrea PACE 01 l=vc� r 'RF.fiI.Y [3 PLPASE R13CYc:i.'3 using to dispose of certain g, staking, etc. into the As & foundations will be ,4A 01826. rials, 62 South Bolton Road, it be stockpiled on site. We o e e project and the balance will 2. We still st=p approximately`200cy-orasl+►=,,-....._.__arc will dispose as mentioned above. 3. There is a 17,051cy cut and s subsequent 4,590cy fill k-aving a balance of 12,461cy. Approximately 2500ct will be ugcd to fill in the demolition of the existing buii.ding, utility structures & Lines, which wd dispose as mentioned above. 4, That will leave approximately 9,961 cy of excess material. Thanks, Mike ANY PROR.LnuS ACCEIVINCi THIS PAX PLEASE C.ir,i.'mV NUMOrn AAQCE • • i APPLICATION FOR SEWER SERVICE CONNECTION North Andover, Mass. Application by the undersigned is hereby made to connect with the town sewer main in subject to the rules and regulations of the Division of Public Works. The premises are known as No. it Wz L� r Street Contractor ;A06plic is Signature PERMIT TO CONNECT WITH SEWER MAIN The Division of Public Works hereby grants permission to to make a connection with the sewer main at C���—C1� %�4�hn�i Street subject to the rules and regulations of the Division of Public Works.. Inspected by Date Diviisiioon�of P blic Works By See back for rules and regulations RULES AND REGULATIONS FOR GOVERNING THE INSTALLATION OF SEWER SERVICES 1. No unauthorized person shall uncover, make any connections with or opening into, use, alter, or disturb any public sewer or appurtenance thereof without first obtaining a written permit from the Division of Public Works. 2. All costs and expense incident to the installation and connections of the building sewer shall be borne by the owner. The owner shall indemnify the (town) from any loss or damage that may directly or indirectly be occasioned by the installation of the building sewer. 3. A separate and independent building sewer shall be provided for every building; except where one building stands at the rear of another on an interior lot and no private sewer is available or can be constructed to the rear building through an adjoining alley, court, yard, or driveway, the building sewer from the front building may be extended to the rear building and the whole considered as one building sewer. 4. Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the (Superintendent), to meet all requirements of this ordinance. 5. The size, slope, alignment, materials of construction of a building sewer, and the methods to be used in excavating, placing of the pipe, jointing, testing, and backfilling the trench, shall all conform to the following requirements. The sewer shall be 6"diameter SDR 35, PVC pipe. Minimum slope shall be 1/8" per foot. The minimum depth of sewer shall be four feet below finish grade. Sewer pipe shall be installed on a stable trench bottom of hard durable crushed stone to a minimum (6) inch depth below the pipe. After the pipe has been installed, crushed stone shall be brought up to the crown of the pipe. Care shall be taken to carefully grade and compact the stone, and prevent pipe displacement. The remainder of the trench shall then be backfilled in one foot lifts with mechanical tamping after each lift. 6. Whenever possible, the building sewer shall be brought to the building at an elevation below the basement floor. In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such building drain shall be lifted by an approved means and discharged to the building sewer. 7. No person shall make connection of roof downspouts, exterior foundation drains, or other sources of surface runoff or ground water to a building drain which in turn is connected directly or indirectly to a public sanitary sewer. 8. The applicant for the building sewer permit shall notify the (Superintendent) when the building sewer is ready for inspection and connection to the public sewer. The connection shall be made under the supervision of the (Superintendent) or his representative. 9. All excavations for building sewer installation shall be adequately guarded with barricades and lights so as to protect the public from hazard. Streets, sidewalks, parkways, and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the (town). 1316 APPLICATION FOR WATER SERVICE CONNECTION North Andover, Mass. 1 fi,00, Application by the undersigned is hereby made to connect with the town water main in �'��/ L eZ%� Street, subject to the rules and regulations of the Division of Public Works. The premises are known as No. ! ((r/�f� Street or 4 le -41c' f /� 4 e' si° li - l � 2 Owner Address Contractor Addr ` Applcant' Signature PERMIT TO CONNECT WITH %WATER MAIN The Board of Public Works hereby grants permission to�CCS �= C to make a connection with the water main at subject to the rules and regulations of the Division of Public Works. Inspected by Date Street Board of Public Works By See back for rules and regulations A" G(%a�P/ � ��✓j'l �n � �l� � a � �Z� - /ter % ri���r� RULES AND REGULATIONS GOVERNING THE INSTALLATION OF WATER SERVICES 1. No persons shall tap or in any way tamper with water mains which are part of the distribution system of the Town of North Andover without a valid permit from the Division of Public Works. 2. All water services shall be installed a minimum of five feet below the finish grade. 3. No water services shall be backfilled without inspection by a representative of the D.P.W.—Telephone 687-7964. 4. Service connections shall be 1" type k copper tubing. 5. All fittings shall be brass flange type Mueller or equal H 15202 Corporations H 15212 Curb stops H 15402 Three part unions H 8185 stop and waste valves 6. Curb boxes shall be installed at the property line and shall be of the Erie Type with 41/2 foot rod and brass plug type cover. 2004 -APR -26 10:10 FROM-WE-IDLINGER ASSOC WHEM E KFAI WEIDL' INGER ASSOCIATES INC CUNSM.TINU ENGII\IFFRi Mr. James Pugh Brooks School 1160 Great Pond Road North Andover, MA 01845 RE: Brooks School —New Athletic Facility, North Andover, MA Dear Mr. Pugh, 6173740000 T-044 P.002/002 F-876 bNr. 6Rom.), ty 11TH FLUUR CANIURIUGC Mi 031.11•1I011 VIIUNC 617 37+..0000 pAX 617 :7.1.0010 hccp:lfN..>,.w. XOM We have completed the independent structural engineering review as required by the Massachusetts State Building Code in Article 110.11 and Appendix 1. our review included the following structural contract documents: • Structural specifications • Structural drawings dated March 22, 2004 • Geotechnical Report by Geotechnical services dated July 18, 2000. After completing our review, we state that the design as shown on the referenced documents conforms to the structural and foundation requirements of the Massachusetts State Building code, 61h Edition. Sincerely, Dieter Risch �S�W OF DIE1 g RFSCl14 '23' STRU�TQER�- co VIN' 1 IIKI. IA\ 1 AMHKIDUI: AIA I.11, AI:PI 1 A �,INTA MIIMII.A I.A \t.\nlu Nl.'COK itl IKAN111 pl NI 1'l11Nh1-11f.11 Un The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Name: Erland Construction, Inc. Location: 83 Second Avenue City Burlington, MA 01803 Phone # 781-272-9440 I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity 0 I am an employer providing workers' compensation for my employees working on this job. Company name: Erland Construction, Inc. Address 83 Second Avenue City Burlington, MA 01803 Phone #: 781-272-9440 Insurance Co. Transportation Insurance Policy # WC2066362532 Company name: Address City: Phone #: Insurance Co Policy # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to $1,500.00 and/or one years' imprisonment as mell_as civil penalties in the form -of aSTOP WORK ORDER and a fine of ($100.0.0) a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. S Print Martin Date April 28, 2004 Official use only do not write in this area to be completed by city or town official' # 781-272-9440 z 114 City or Town Permit/Licensing Building Dept []Check if immediate response is required ❑ Licensing Board ❑ Selectman's Office Contact person: Phone #. ❑ Health Department ❑ Other Name Name: Location: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02191 Workers' Compensation Insurance Affidavit Please Print City Phone # I am a homeowner performing all work myself. I am a sole proprietor and have no one vvorlang in any capacity ( i I am an employer providing w'�'orkere compensation for fry employees working on this job. Company name: F f � rx .n cj Address - gtlgo ,mss Fgakwetosecurercoverage as required under Section 2.5A or MGL 152 can keit iorthe impostfon ofcrkrw�at:penaltfes, a.gr he anWor one years' irnprisorrrrent "ALM-Ch#4Wnak1es-i0lhe fame-&afM&fA$ii .M-ajfta understand that a copy of this statement may be forwarded to the office of kh esfic3ations of the DIA for cmerage verittation. 4 1 dohft-vbyaertfy pains aod-F Qwplhes ofpegwythst the mfannaUmpmWedabove a bue and=ffeat /L Signature ' �/"` ' Date Print name f%rai✓i cZ F�� vr� Gi�� Pte. TSi - z7� q 440 Official use only do not write in this area to be completed by city or town cf8ciar City or Town ono. r ElCherk if immerkate response is mquired Contact Lbensfnq Bo p Selectman's Phor►e 0..-72, D Health Depat El Other MAY -03-2004 14:37 NORTHSIDE CARTING INC. Recycling 6 Waste Disposal 210 Holt Road + North Andover, Massachusetts 01645 ApriJ 12. '_UUP! rrlancl COn:lructiun 1 19 Middlowc 'Fpk, 13u6111 ;1011. MA 01803 I'u Whooi it May Concern: Al; al'(he 111atcl-ial c(1IluCLVJ 1'ront 1110 131'00k5 50001 P'll'iucl will I)c: dispotm; t ul'ut the Sa1um'Trzinslcl• 5lalion. located 10 Srilcm M;L,,,, hu-clls Should yuu hive any I'urlhce gw:,sliUnS p1e;jsu clo nol hesit:uc lu conLaet 1-m: Jt 979-536- 906.5, or on my cell pllulic: ,11' 5U8-726-12SLK . inccxtily, ��bejr. A. Gcorge �.f Transfer Station (978) 745-0635 • Office (978) 686-8604 • Fax (978) 1686-3086 P.04 APP -12-1004 15;25 1 976 510 31.33 89% P.631 TOTAL P.04 MAY -03-2004 14:36 North Andover Building Department DEBRIS DISPOSAL FORM P.03 T®I: 978-688-9545 In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number "'? u-10- is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A. The debris will be disposed of in: Salem Tranafer Statiou. Salem, mA (Location of Faciii Signature of Permit Applicant Mark Robinson, Project Superintendent Mai 3, 2004 Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector IIRY-03-2004 14:36 North Andover Building Department DEBRIS USPOSAL FORM P.02 TAI: 978-686-9545 In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number 71060' is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A. The debris will be disposed of im Salem Transfer Station, Salem, NA (Location otiFacility) Sioaturt of PqrJKlt Applicant Dan Flanagan, Project KrAger Mav 3, 21004 _ Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector r } ® ROLF JENSEN S ASSOCIATES, INC. 73 RJR • • CODE COMPLIANCE APPROACH REPORT BROOKS SCHOOL ATHLETIC CENTER NORTH ANDOVER, MASSACHUSETTS Prepared for: Cannon Design One Center Plaza Boston, MA 02108 February 25, 2004 Project No. 830927 RECEIVED MAY 0 3 2004 BUILDING DEPT. 1651 WORCESTER ROAO, SUITE 501, FRAMINC+IAM, MA 01701-5401 USA ,1 506 620.6900, FAX .1 508 8200906 www.r agmup.coni A SU65101ARV OF THE RJA GROUP, INC. • 0 CODE COMPLIANCE APPROACH REPORT BROOKS SCHOOL ATHLETIC CENTER NORTH ANDOVER, MASSACHUSETTS TABLE OF CONTENTS 830927 - Page i February 25, 2004 GENERAL........................................................................................................................1 BUILDINGDESCRIPTION..............................................................................................1 APPLICABLECODES................................................................2 USE AND OCCUPANCY CLASSIFICATION...................................................:...............3 HEIGHT, AREA, AND CONSTRUCTION CLASSIFICATION .................. ......3 GENERAL REQUIREMENTS,................................:..............................................3 HEIGHTAND AREA ANALYSIS...........................................................................4 MINIMUM FIRE RESISTANCE REQUIRMENTS......................:...........................5 EXTERIOR WALL FIRE RESISTANCE RATING AND OPENINGS................................6 FIRE RESISTANCE RATED SEPARATIONS AND ENCLOSURES...............................6 MEANSOF EGRESS ............................................................................................7 OCCUPANT LOAD AND EXIT CAPACITY...........................................................7 FIRESUPPRESSION ........... ................... ................................... .....................................8 FIRE DETECTION AND ALARM SYSTEMS .................... m— ...... EMERGENCY AND STANDBY POWER SYSTEMS.......................................................8 ELEVATORS...................................................................................................................9 ACCESSIBILITY..............................................................................................................9 CODE COMPLIANCE APPROACH REPORT B30927 - Page 1 BROOKS SCHOOL ATHLETIC CENTER February 25, 2004 NORTH ANDOVER, MASSACHUSETTS GENERAL Cannon Design has retained Rolf Jensen & Associates, Inc. (RJA) to provide fire protection and life safety code consulting services for the proposed athletic center being designed for construction on the Brooks School campus located'in North Andover, Massachusetts. This report serves as the Fire Protection/Life Safety Code Compliance Approach Report for the project and describes our understanding of the facility's proposed fire protection and life safety features. The information in this report is based on the following: • Design Development Drawings provided by Cannon; • Project discussions with the design team; and • Other project documentation. This report is intended to provide the scope of fire protection and life safety for the project design. In addition, it is intended that this document serve as the basis for discussions with the North Andover Building and Fire Departments. BUILDING DESCRIPTION. The proposed project involves the construction of a new athletic facility adjacent to an existing hockey rink on the Brooks School campus in North Andover, MA. The project site is located off of Great Pond Road and is bordered on the north by the hockey rink and on the east by the Service Road. The Brooks School Athletic Facility project lcludes approximately 50,500 gross square feet with a maximum 'footprint" of the uilding,of approximately 46,250 square feet in area. The building is one (1) story in height above grade with an enclosed mezzanine. The building height, as measured from the average grade plane (elevation -188.5) to the peak of the gymnasium, is 44.5 feet. The First Floor consists of locker rooms, a gymnasium, athletic training areas, a wrestling area, a mechanical room, storage rooms, and an electrical room. A fitness area is located on the Mezzanine Level. 9 CODE COMPLIANCE APPROACH REPORT B30927 - Page 2 BROOKS SCHOOL ATHLETIC CENTER February 25, 2004 NORTH ANDOVER, MASSACHUSETTS APPLICABLE CODES The applicable codes for this project include: • Building Massachusetts. State Building Code (MSBC) 6t' Edition, effective February 28, 1997. The MSBC is an amended version of the 1993 BOCA National Building Code. • Fire Prevention Massachusetts Fire Prevention Regulations, 527 -CMR, effective December 20, 2002. • Accessibility Massachusetts Architectural Access Board (MAAB), 521 -CMR, effective March 6, 1998, and Americans with Disabilities Act Accessibility Guidelines (ADAAG). • Electrical Massachusetts Electrical:Code, 527 -CMR, 12.00. The Massachusetts Electrical Code is an amended version of the 1999 National Electrical Code (NFPA 70). • Elevators Massachusetts Elevator Regulations, 524 -CMR, effective March 14, 2003. • Mechanical BOCA National Mechanical Code, 1993, as adopted and amended by the MSBC. • Plumbing Massachusetts Fuel Gas and Plumbing Codes, 248 -CMR, effective August 22, 1997. • Other National Fire Protection Association (NFPA) Standards, as referenced by the MSBC and the Massachusetts Fire Prevention Regulations_ CODE COMPLIANCE APPROACH REPORT BROOKS SCHOOL ATHLETIC CENTER NORTH ANDOVER, MASSACHUSETTS USE AND OCCUPANCY CLASSIFICATION B30927 - Page 3 February 25., 2004 The building is classified as a Use Group A-3, Assembly occupancy. Certain areas within a facility may be classified as accessory areas to a building's main use group. Where the area devoted to an accessory occupancy does not exceed 10% of any fire area nor more than 10% of the allowable area permitted by the Code for that accessory Use, a fire separation is not required between the main use group and the accessory areas (MSEC 302.1.2). Accessory areas in this building include Use Groups B for offices and S-2 for storage. HEIGHT, AREA, AND CONSTRUCTION CLASSIFICATION The building is one (1) story above grade (44.5 feet). The building has an approximate aggregate floor area of 50,501 square feet of above grade space and has a maximum single floor ("footprints') area of 46,243 square feet_ The building is of Type.2B protected, non-combustible construction. GENERAL REQUIREMENTS In determining the height of a building, the following MSBC definitions should be used: Building Height - The vertical distance from the grade plane to the average height of the highest roof surface. Grade Plane - A reference plane representing the average of finished ground level adjoining the building at the exterior walls. When the finished ground level slopes away from the exterior walls, the reference plane is established by the lowest points within the area between the building and the lot line or, when the lot line is more than six (6) feet from the building, between the building and a point six (6) feet from the building. For Use Group A-3, Assembly Occupancies, the base height and area limitations for Type 2B construction are 3 stories (40 feet) and 13,125 square feet (MSBC Table 503). These base requirements are modified as follows: Height/Area Sprinkler Increase Buildings equipped throughout with automatic sprinkler systems are permitted to increase the height limitation by one (1) story and 20 feet (MSBC 504.2) and the area by 200% for buildings two stories or less in height (MSBC 506.3). The proposed building is fully sprinklered, allowing the maximum height and area to be increased by one (1) story and 200%, respectively. CODE COMPLIANCE APPROACH REPORT B30927 - Page 4 BROOKS SCHOOL ATHLETIC CENTER February 25, 2004 NORTH ANDOVER, MASSACHUSETTS Open Perimeter Area Increase MSBC permits the base fire area to be increased where a building has more than 25% of its perimeter fronting on a street or other unoccupied space (minimum 30 feet wide accessible from a street by a posted fire lane not less than 18 feet in width). The base area may be increased 2% for each 1 % of such excess frontage (MSBC 506.2) for a. maximum increase of 150%. The proposed Athletic Center has 57% open perimeter, which allows for an area increase of 640/6. HEIGHT AND AREA ANALYSIS The grade plane is approximately at elevation 188.5 feet and the peak of the roof is at 233 feet. A fully sprinklered, Use Group A-3, Assembly occupancy building of Type 2B, protected, noncombustible construction is permitted to be 47,775 square feet in area, based on the allowable area increase for sprinklers and the allowable open perimeter increase (MSBC 506.3, and Table 503). The building's maximum footprint area of 46,243 square feet is within this limit. Based on the building height (1 story, 44.5 feet), the minimum construction type permitted is Type 2B, protected, noncombustible construction (MSBC Table 503). • • CODE COMPLIANCE APPROACH REPORT B30927 - Page 5 BROOKS SCHOOL ATHLETIC CENTER February 25, 2004 NORTH ANDOVER, MASSACHUSETTS MINIMUM FIRE RESISTANCE REQUIRMENTS The following fire resistance requirements are for Type 213, protected., noncombustible construction as specified in Table 602 and Section 603 of the MSBC. d BUILDING ELEMENT HOURS. Exterior Walls (MSBC 705) Exterior Walls 1 -Loadbearing Non-loadbearinq Exterior Walls Fire separation distance less than 5 ft. Non-loadbearing Exterior Walls Fire separation distance greater than 5 ft. NC Fire Walls MSBC 707 2 Fire Separation.Assemblies (MSBC 709) Exit Enclosures connecting three 3 stories or less Shafts other than exits and elevator hoistwa s Fire/smoke Partitions Exit access corridors. 0 Interior Bearing Walls and Partitions, Columns, Girders, Trusses other than roof trusses), and Framing Supporting more than one 1 floor 1 Supporting one 1 floor only or a roof oni 1 Structural Members Supporting Wall Floor Construction Including Beams 1 Roof Construction, including Beams, Trusses and Framing, Arches and Roof Deck based on height of lowest portion of structural member above floor Less than 15 feet 1 15 feet or more NC 1. Fire Separation — Distance between the building face and the closest interior lot line, the center of the street, or public way. 2. NC - Noncombustible 3. Not less than the fire rating of the building element supported. • CODE COMPLIANCE APPROACH REPORT BROOKS SCHOOL ATHLETIC CENTER NORTH ANDOVER, MASSACHUSETTS EXTERIOR WALL FIRE RESISTANCE RATING AND OPENINGS 830927 - Page 6 February 25, 2004 The new athletic. center and the existing hockey rink are considered separate buildings, as defined by MSBC 313.1.3. They are separated by an independent 2 -hour fire wall in. accordance with MSBC 707.0. The wall contains openings that allow communication between the two buildings that are within the limits allowed by MSBC 708.0. The remaining exterior walls of the building have a fire separation distance of more than 25 feet. Based on this fire separation distance and the use and occupancy of the building, the exterior walls are not required to be fire resistance rated (MSBC 705.2). In buildings equipped throughout with an automatic sprinkler system in accordance with MSBC 906.2.1, the maximum allowable area of unprotected openings in all occupancies other than Use Group H-1 H-2, and H-3 shall be the same as the tabulated limitations for protected openings (MSBC 705.3.1). Based on the fire separation distance and the building being fully sprinklered, the exterior walls (other than the independent fire wall, as described above) are permitted to have unlimited unprotected openings (MSBC 705.3). FIRE RESISTANCE RATED SEPARATIONS AND ENCLOSURES The requirements for the fire resistance rating of enclosures and special uses/rooms are as follows: Transformers and transformer vaults (NEC): 1 or 3 hours (depending on type of transformer) Storage rooms greater than 50 square feet (MSBC 302.1.1): SPS • Boiler and furnace rooms (MSBC 302.1.1): SP SP - Smoke partitions • • CODE COMPLIANCE APPROACH REPORT BROOKS SCHOOL ATHLETIC CENTER NORTH ANDOVER, MASSACHUSETTS MEANS OF EGRESS 830927 - Page 7 February 25, 2004 The building's means of egress includes exit doors at grade and an enclosed interior exit stairway from the Mezzanine Level. The building is served by four (4) grade levdi exits, a horizontal exit into the existing. Hockey Rink, and an interior exit stairway that discharges directly to the exterior at grade. The number and capacity of exits provided are substantially more than that required by the occupant load of the building floors. For a detailed description of exit access and egress capacities see the "Occupant Load" and "Exit Capacity" tables, along with the drawings. OCCUPANT LOAD AND EXIT CAPACITY First Floor Occupancy Area s Factor sf/Occ) Load (Occ) 'MSBC Reference Office/Circulation 5,342 100 54 1008.1 Gymnasium 21,950 15 1,464 1008.1 Lockers 6,940 50 139 1008.1 Fitness* 8,317 50 167 1008.1 Electrical 732 300 3 1008.1 Mechanical 777 300 3 1008.1 Total 44,058 --- 1,830 --- Mezzanine Occupancy Area s Factor sf/ Load (Occ) MSBC Reference Fitness' 3,840 1 50 77 11008.1 Exit Cauacity for First Floor Egress Element Width (in)' Factor in/Per Capacity Per MSBC Reference North Door 66 0.15 440 1009.2 South Door 99 0.15 .660 1009.2 Horizontal Exit 33 0.15 220 1009.2 North Basketball Exit 132 0.15 880 1009.2 Stair 1 44 0.20 220 1009.2 Total 374 --- 2,370 -- '" Includes Athletic Training, Free Weights, and Strength Training }� Please note that a 36" door provides 33" clear width. CODE COMPLIANCE APPROACH REPORT BROOKS SCHOOL ATHLETIC CENTER NORTH ANDOVER, MASSACHUSETTS FIRE SUPPRESSION B30927 - Page 8 February 25, 2004 The building is fully sprinklered and includes quick response sprinklers throughout the building (MSBC 904.2 and 906.2.1). The sprinkler system is designed in accordance with NFPA 13 and is divided into zones as required by NFPA 13. Each zone assembly includes a control valve, a water flow. switch, and .a tamper switch. The sprinkler system is provided with an automatic water supply of adequate pressure, capacity, and reliability. A Fire Department connection to feed the sprinkler system is provided for the building. Fire extinguishers are provided throughout the building in accordance with NFPA 10 (MSBC 920.2). FIRE DETECTION AND ALARM SYSTEMS The building is equipped with fully addressable automatic fire detection and alarm systems. The systems include. the following "fire detection" features (MSBC 917.4.1): • Manual Fire Alarm Stations at Exits • HVAC Equipment Smoke Detectors • Sprinkler Waterflow and Tamper Switches • Elevator Machine Room Smoke Detectors EMERGENCY AND STANDBY POWER SYSTEMS The building is equipped with an emergency power system that conforms to the requirements of the Massachusetts Electric Code (MSBC 2700). The emergency system has the capacity to supply the following: Exit signs • Means of Egress Lighting • Elevator Car Lighting • Fire Alarm and Communication systems Battery back-up power supplies can supplement the building emergency power system as permitted by the local building official. 0 CODE COMPLIANCE APPROACH REPORT • BROOKS SCHOOL ATHLETIC CENTER NORTH ANDOVER, MASSACHUSETTS ELEVATORS 830927 - Page 9 February 2,5, 2004. Elevator service is provided for Fire Department emergency access to both floors with the elevator sized to accommodate an ambulance gumey in its horizontal position (80 inches by 54 inches minimum dimensions). The hoistway of the elevator is provided with means for venting smoke and hot gases to the outer air in case of fire in accordance with 524 CMR 17.03. ACCESSIBILITY The building is constructed to be accessible to the physically handicapped in accordance with MAAB and ADAAG. Prepared by: ROLF JENSEN AND ASSOCIATES, INC. r� U mes G. DiPaoli, JGD:jgd B30927 is .E. J rO / Date TnTAL P.12 ROLF JENSEN & ASSOCIATES, INC. MPJFt J • CONSTRUCTION DOCUMENTS BASIS OF DESIGN REPORT FOR AUTOMATIC SPRINKLER SYSTEM FOR BROOKS SCHOOL ATHLETIC CENTER NORTH ANDOVER, MASSACHUSETTS Prepared for: Cannon Design One Center Plaza Boston, MA 02108 February 25, 2004 Project No. 830927.01 1661 WORCESTER ROAD, SUITE 501, FRAMINGHAM, MA 017015401 USA –1 506 620-8900. FAX +1 508 620tMG mm.689-up.com A SUBSIDIARY OF THE RJA GROUR INC. BROOKS SCHOOL ATHLETIC CENTER 630927.01 — Page 1 BASIS OF DESIGN — CONSTRUCTION DOCUMENTS February 25, 2004 FIRE PROTECTION NARRATIVE REPORT PROJECT OWNER Brooks School North Andover, Massachusetts PROJECT Brooks School Athletic, Center (RJA Job # B30927.01) DESIGN RESPONSIBILITY The accountability for the automatic sprinkler system design and the integration of the Fire Sprinkler Systemin constituting a building life safety system is being performed by the .following method of design responsibility: Shared Desian Responsibility: Rolf Jensen & Associates, Inc., as the Professional Engineer (PE), will provide a preliminary design including design criteria, drawings, and calculations to be used by the installing subcontractor. The installing subcontractor will produce shop drawings of the proposed system installation as well as manufacturers' data sheets on the products that will be installed. The PE will review and approve the installing subcontractor's final layout and equipment selection. Rolf Jensen & Associates, Inc. (PE) is the engineer of record and will review the system design and installation for code compliance. RESPONSIBLE ENGINEER James G. DiPaoli, P.E. Rolf Jensen & Associates, Inc. 1661 Worcester Road, Suite 501 Framingham, MA 01701 Tel: (508) 620-8900 Fax: (508) 620-0908 0 BROOKS SCHOOL ATHLETIC CENTER 630927.01 Page 2 BASIS OF DESIGN —CONSTRUCTION DOCUMENTS. February 25, 2004 ASSUMPTIONS This report is based upon the June 27, 2003 progress print. PROJECT DESCRIPTION The new Brooks School Athletic Center (building) in North Andover, Massachusetts is a separate building built next to an existing hockey rink, separated by a 2 -hr fire wall. The building is 1 story in height, and includes a mezzanine. The building contains a Gymnasium, Fitness Center, Wrestling Room, Lockers, and a Training Room. • General The building is fully sprinklered, and is divided into two (2) zones, one (1) for the. Gymnasium and Fitness Room on the Mezzanine Level, and one (1) for the balance of the building. A sprinkler riser with a floor control valve assembly is located in the exit stairway. Building "Use" Group The building is a low-rise, Use Group A. Assembly, with accessory Use Group B (office) and Use Group S-2 (Mechanical/Elect(cal/Storage spaces) occupancies. • Basic Building Information Maximum Footprint Area approx. 46,250 square feet Total approx. 50,500 square feet Hei ht of Building 42 feet Number of Floors Below Grade None Number of Floors Above Grade One 1 story plus mezzanine • Construction Type Type 2B, protected non-combustible construction. • Site Access for Emergency Response Vehicles Access to the building is via Great Pond Road on the south side of the building. Approximately 57% of the building's perimeter, along the east and south sides of he building, is accessible for Fire Department vehicles. 0 BROOKS SCHOOL ATHLETIC CENTER B30927.01 — Page 3 BASIS OF DESIGN — CONSTRUCTION DOCUMENTS February 25, 2004 APPLICABLE LAWS REGULATIONS AND REFERENCE STANDARDS The following codes and standards are applicable to design of the fire protection systems for the building in addition to requirements imparted by the Town of North Andover Building and Fire Departments (AHJ) and the insurance underwriter. 780 CMR Massachusetts State Building Code 6' Edition (MSBC) 1997 527 CMR Massachusetts Fire. Prevention Regulations 2002 BNMC BOCA National Mechanical Code 1993 NFPA 13 Installation of Sprinkler Systems 2002 NFPA 25 Inspection, Testing, and Maintenance of 2002 Water -Based Fire Protection Systems SPECIFIC BUILDING SYSTEM'S OPERATIONAL FEATURES 0 . OVERVIEW The building. is protected throughout with an automatic sprinkler system, designed in accordance with NFPA 13 and MSBC Chapter 9. WATER SUPPLY The building fire suppression system is fed from a new extension of the North Andover Town Water Supply. A 6 -inch fire service line will branch off the existing 12 -inch city water supply main. The hydraulic calculations are based on water flow data taken at a hydrant located at Great Pond Road in January 2001, and are attached to this report. When weather permits, a flow test in the area of the building site will be taken to verify the flow test data in the event that the data may be outdated and/or appear inaccurate. FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION A Fire Department connection will be provided at the North wall outside the Mechanical Room. The Fire Department connection will feed both zones of the sprinkler system. Fire hydrants will be located on the site at distances specified by the North Andover Fire MDepartment. BROOKS SCHOOL ATHLETIC CENTER B30927.01 Page 4 . BASIS OF DESIGN — CONSTRUCTION DOCUMENTS February 25, 2004 • 0 SPRINKLER'SYSTEMS The building is provided with an automatic sprinkler system throughout in accordance with MSBC 904.2, and 906.2.1. The sprinkler system includes quick response sprinklers throughout the building. The building is divided into two zones - one zone for the Gymnasium and Mezzanine (Zone 1), and a second zone for the remaining floor area (Zone 2). Each sprinkler system zone assembly includes a control valve, a water. flow switch, and a tamper switch. The control valve for Zone 1 is located in Stair 2, and the control valve for Zone 2 is located in the Mechanical Room. A drain riser, 2 -inches in diameter, is provided for the sprinkler riser, in Stair 2. Sprinkler system criteria is as follows: Syssttem_ Areas Served Maximum Protection Area per Sprinkler Design t Density inside and_ Outside Hose Fitness Room, 0.10 gpm/sq.ft. Wet Light Offices, 225 sq.ft. over a hydraulically most 100 gpm Hazard Gymnasium, remote area of Lobby 1500 s .ft. Mechanical 0.15 gpm/sq.ft. Wet Ordinary Rooms, Locker 130 sq.ft. over a hydraulically most 250 gpm Hazard Rooms, remote area of Storage 1500 s .ft. SYSTEM COMPONENTS NOT REQUIRED A standpipe system is not required per MSBC 914.2.1, and a fire pump is not required for this facility, due to adequate city supply pressure. Prepared by: , x () James G. DiPaoqri 830927.01 JGD:jgd .-I_. _. DATE: 2/24/2004 JOB TITLE: WATER SUPPLY DATA AMURCE STATIC ODE PRESS. TAG (PSI) SOURCE 73.0 artc.tiviwa� DS.71G17 t1SL1�t9Va.�t�. L�LVAL1JiJ C:\HASS75\13ROOKS\BROOKSFINAL.SDF RESID. FLOW PRESS. na (PSI) (GPM) 40.0 1087,0 AGGREGATE FLOW ANALYSIS: ' AVAIL. TOTAL REQ'D PRESS. DEMAND PRESS_ (PSI) (GPM) (PSI) 64.1 .535.8 53.2 TOTAL FLOW AT SOURCE 535.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM AM. OTHER HOSE STREALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 285.8 GPM NODE ANALYSIS DATA NODE TAG. ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 40.0 K= 5.60 7.0 14.8 2 40.0 K= 5.60 7.4 15.3 3 40.0 K= 5.60 10.1 17.8 4 40.0 K= 5..60 10.8 18.4 5 40.0 K= 5.60 11.8 19.3- 6 40.0 K= 5.60 12.6 19.8. 0. 40.0 K= 5.60 13.0 20.2 40.0 K= 5.60 13.8 20.8 9 40.0 K= 5.60 15.2 21.8 10 40.0 K= 5.60 16.1 22.5 11 40.0 K= 5.60 7.5 15.3 12 40.0 K= 5.60 8.5 16.3 13 40.0 K= 5.60 12.1 19.5 14 40.0 K= 5.60 14.4 21.3 15 40.0 K= 5.60 16.5 22.8 A 25.0 - - - - 28.2 - - - B 25.0, - - - - 28.2 - - - C 25.0 - - - - 3S.8 - - - D 25.0 - - - 39.4 - - - BOR 15.0 - - - - 43.7 - - - E 0..0 - - 51.1 - - - F 0.0 - - - - 51.4 - - - SOURCE 0.0 SOURCE 53.2 285.8 SPRINKLER SYSTEM HYDRAULIC ANALY51�i _ DATE: 2/24/2004 C:\HASS75\BROOKS\BROOKSFINAL.SDF JOB TITLE: PIPE DATA E TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) .(PSI) (GPM) FL/FT (PSI) Pipe: 1. -14.8 1.049 PL 4.00 PF 0.4 1 40.0 5.6 7.0 14.8 5-5 120 FTG E PE 0.0 2 40.0 5.6 7.4 15.3 0.075 TL 6.00 PV Pipe: 2 -30.1 1.049 PL 12.00 PF 3.3 2 40.0 5.6 7.4 15.3 11.2 120 FTG ---- PE 0.0 4 40.0 5.6 '10.8 18..4 0.277 TL 12.00 PV Pipe: 3 17.8 1.049.PL 4-00 PF 0.6 4 40.0 5.6 10-8 18.4 6.6 120 FTG E PE 0.0 3 40.0 5.6 10.1 17.8 0.105 TL 6.00 PV Pipe: 4 -66.3 1.610 PL 12.00 PF 1..8 4 40.0 5.6 10.8 18.4 10.5 120 FTG ---- PE 0.0 6 40.0 5.6 12.6 19.8 0.148 TL 12.00 PV Pipe: 5 19.3 1.049 PL 4.00 PF 0.7 6 40.0 5.6 12.6 19.8 7.1 120 FTG E PE 0.0 5 40.0 5.6 11.8 19.3 0.121 TL 6.00 PV Pipe: 6 -105.4 2.067 PL 12.00 PF 1.2 40.0 5.6 12.6 19.8 10.1 120 FTG ---- PE 0.0 40.0 5.6 13.8 20.8 0.104 TL 12.00 PV Pipe: 7 20-2 1.049 PL .4.00 PF 0.8 8 40.0 '..5.6 13.8 20.8 7.5 120 FTG E PE 0.0 7 40.0 5.6 13.0 20.2 0.132 TL 6.00 PV Pipe: 8 -146.4 2.067 PL 12.00 PF 2.3 8 40.0 5.6 13.8 20.8 14.0 120 FTG ---- PE 0.0 10 40.0 5.6 16.1 22.5 0.190 TL 12.00 PV Pipe: 9 21.8 1.049 PL 4.00 PF 0.9 10 40.0 5.6 16.1 22.5 8.1 120 FTG E PE 0.0 9 40.0 5.6 15.2 21.8 0.153 TL 6.00 PV Pipe:. 10 -190.7 2.067 PL .18.00 PF 5.6 10 40.0 5.6 16.1 22.5 18.2 120 FTG ---- PE 6.5 A 25.0 0.0 28.2 0.0 0.310 TL 18.00 PV Pipe: 11 -60.1 3.068 PL 14.00 PF 0.1. .A 25.0 0.0 28.2 0.0 2.6 120 FTG. ---- PE 0.0 B 25.0 0.0 28.2 0.0 0.005 TL 14.00 PV Pipe: 12 -15.3 1.049 PL 12.00 PF 1.0 11 40.0 5.6 7.5 15.3 5.7 120 FTG ---- PE 0.0 12 40.0 5.6 8.5 16.3 0.080 TL 12.00 PV 0 Pipe: 13 -31.6 1.049 PL 12.00 PF 3.6 12 40.0 5.6 8.5 16.3 11.7 1.20 FTG ---- PE 0.0 13 40.0 5.6 12.1 19.5 0.304 TL 12.00 PV )ATE- 2/24/2004 C:\HASS75\BROOKS\BROOKSFINAL.SDF TOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS- {FT) ND ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PSI) 4 DES (FT) (K) (PSI) (GPM) Pipe: 14 -51.1 , 1.380 PL 1200 PF 2.3 13 40.0 5.6 12.1 19.5 11.0 120 FTG PE' 0.0 14 40.0 5.6 14-4 21.3 0.194 TL 12.00 PV Pipe: 15 -72.4 1.610 PL 1200 PF 2.1 14 40.0 5.6 14.4 21.3 11.4 120 FTG PE 0.0 15 40.0 5.6 16.5 22.8 0.174 TL 12.00 PV Pipe: 16 -95.2 1.610 PL 18.00 PF 5.2 15 40.0 5.6 16.5 22.8 15.0 120 FTG PE 6.5 8 25.0 0.0 28.2 0.0 0.289 TL 18.00 PV Pipe: 17 -155.3 3.068 PL 238.00 PF 7.6 B 25.0 0.0 28.2 0.0 6.7 120 FTG E PE 0.0 C 25.0 0.0 35.8 0.0 0.031 TL 245.00 PV Pipe: 18 130.6 3.068 PL 320.00 PF. 7.7 C 25.0 0.0 35..8 0.0 5.7 .120 FTG 3E PE 0,.0 A 25.0 0.0 28.2 0.0 0.022 TL. 341.00 PV Pipe: 19 -285.8 3.068 PL 15.00 PF 3.5 C 25.0 0.0 35.8 0.0 12.4 120 FTG 373EG 00 PPV 0.0 D 25.0 0.0 39.4 0.0 0.096 TL Pipe: 20 -285.8 6.065 PL 10_00 PF 0..0 D 25.0 0.0 39.4 0.0 3.2 120 FTG PE 4.3 BOR 15.0 0.0 43.7 0.0 0.003 TL 10.00 PV Pipe: 21 -.285.8 6.065 PL 220.00 PF 0.9 BOR 15.0 0.0 43.7 0.0 3.2 120 0.003 TTG 2512EG PE PV 6.5 E 0.0 0.0 51.1 0.0 Pipe: 22 -285.8 6.065 PL 12.00 PF 0.3 E 0:0 0.0 5i.1 0.0 3.2 120 FTG 2C2G PE 0.0 F 0.0 0.0 51.4 0.0 0.003 TL 82.00 PV Pipe; 23 285.8 6.065 PL 400..00 PF 1.8. F 0.0 0.0 51.4 0.0 3.2 120 FTG BE PE 0.0 SOURCE 0.0 SRCE 53.2 (N/A). 0.003 TL 512.00 PV NOTES: (1) Calculations were performed by the HASS 7..5 computer program under license ense no. 3807009570 granted by HRS Systems, Inc - 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.13'7 gtrn. DYLCIL�LWa:.a• .. � � �_- _ ___9VL1�. iiLiii++uiu DATE: 2/24/2004 C:\HASS75\BROOKS\BROOKSFINAL.SDF JOB TITLE: Total pressure at each node is used in balancing the system. Maximum water velocity is 18.2 ft/sec at pipe 10. (4) PIPE FITTINGS TABLE Pipe.Table Name: STANDARD..PIP PAGE_ A MATERIAL: S4.0 HWC: 120 Diameter . Equivalent Fitting Lengths in Feet (in) E T L C 8 G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk bpVly NPTee 7.049 2.00 5.00 2..00 5.00 6.00 1:00 10.00 10.00 5.00 1.380 3.00 6.002.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 . 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00, 28.00 28.00 '30.00 • ATE: 2/24/2004 OB TIT] JY1�1tvt�urn Dialr+ll riSLKHUL.lL. 1-►1Vl�1JiJ1J , C:\HASS75\BROOKS\BROOKSFINAL.SDF o 0 G p O 1 N eo r c���ow aawv�cnoaw- -am -�+— C 0 C;) 0 a )ATE: 2/24/2004 '.JOB TITLE: AIATER SUPPLY CURVE �4+ t SY,K1NxL�K 5iD1Ld', nzL�ttP.ULI�: ru�r.i,zala C:\HASS75\BROOKS\BROOKSFINAL.SDF 77+ *V 70+ \ 0 63+ \ P 56+ . R E X No S S 49+ \ R \\ E 42+ \ I: <-40.0 psi @ 1067 Spm Flow Test Point I 135+ 28+ 1 21+ 14+_--__-- - LEGEND X = Required Water Supply u 53.16 psi @ 535.8 gpm " 7+ n 0 = Available Water Supply " 64.08 psi @ 535.8 gpm " .0 ------------------------------------------------------ ------ -+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) DATE: 2/24/2004 JOB TITLE. ode Tag Elevation (ft) SOURCE 0.00 Node Tag Elevation I0 0 SPRINKLER (f t) 1 .40.00 2 4D•00 3 40.00 4 40.00 5 40.00 6 40.00 7 40-00 8 40.00 9 40.00 10 40.00 11 40-00 I0 0 SPRINKLER SYSTEM INPUT DATA C:\HASS75\BROOKS\BROOKSFINAL•SDF Source Nodes Static Residual Residual Hose Stream Pressure Pressure Flow Allowance (psi) (psi) (gpm) (gpm) 73.0 40.0 1087 250 Node Data K Node Tag Elevation K (ft) 5.60 12 40.00 5.60 5,60 13 40.00 5.60 5.60 14 40-00 5.60 '. 5.60 15 40.00 5.60 5.60 A 25.00 0.00. 5.60 B 25.00 0.00 5.60 C 25-00 0.00 5.60 D 25.00 0.00 5.60 BOR 15.00 0.00 5-60 E 0-00. 0.00 5-60. F 0-00_ 0.00 SOURCE 0-00 SOURCE )ATE: 2/24/2004 ,JOB TITLE: �rrciNF�cR � z � i cri srvru � yr+ � r i C:NHASS75\BROOKS\BROOKSFINAL-SDF End Node Tags 1 2 2 4 4 3 4 6 6 5 6 8 8 7 8 10 10 9 10 A A 8 11 12 12 13 13 14 14 15 15 B B C C A C D D BOR BOR E E F F SOURCE Pipe Data Length Fittings Diameter HWC (f t) (ft) (in) 4.00 E 1.049.( 1.000) 120 12.00 0.0 1.049 ( 1-000) 120 4.00 E 1.049 ( 1.000) 120 12.00 0.0 1.610 ( 1.500) 120 4.00 E 1.049 ( 1-000) 120 12.00 0.0 2.067 ( 2.000) 120 4.00 E 1.049,(1.000) 120 12.00 0.0 2.067 c 2.000) 120 4.00 E 1.049 ( 1-000) 120 18-00 0.0 2.067 ( 2.'000) 120 14.00 0.0 3.066 ( 3.000) 120 12.00 U-0 1.049 ( 1-000) 120 12-00 0.0 1.049 ( 1.000) 120 12.00 0.0 1.380 ( 1.250) 120 12.00 0.0 1.610 C 1.500) 1213 1 18.00 p.0 1.610 ( 1.500) 120 238.00 E 3.068 1 3.000) 120 320.00 3E 3.068 ( 3-000) 1211 15.00 3EG 3.068 ( 3.000) 120 10.00 0.0 6.065 ( 6.000) 120 220.00 2EG 6.06.5 ( 6.000) 120 12.00 2C2G 6.065 ( 6.000) 120 400.00 8E 6.065 ( 6.000) 120 TnTPI P. 14 05/18/2004 14:36 15086529776 E Rn I sir GU I G« & Sofls* Incle 10 'rECH CIRCLE & NATICK, MA 01760 PH: 508-652-9800 Fx:508-852-9776 FACSIMILE TRANSMITTAL SHEET TO: raUM: Mark Robinson Mike CO.Mrnr�Y: DATE: M.AY 19, 2004 Erland F'.AX NUMBER: rOTAi. NO. On PACES INCLUDING COVER' 978-725-6320 PHON Is .NUMnca' ILE: Hauling kill PAGE 01 ❑ URGENT ❑.FOR REVIEW 0 P1.FiASI1 COMMENT © PLLASR REN -Y ❑ PLEASE I1F.CYCLE NQTES/COMMENTS: Matk, As you requested, the fill is being hauled by W.L. French Excavating and is going to a new residential subdivision in Rowley, MA. called .1-JiUside Road. If you have any further questions, give me a Gall. Thanks, y --A4 Mike ANY PROBT.RMS Rt:'CR1VINCr THIS FAX PLP_AS13 CALL'T11.F NUMBU,R ABOVE' ©5/02/20014 i5: 12 : 50_,652977'_%1;3, f: 0 �� . ;`{. it i _ PAGE 31 t. ,.hJ,a' IT o 1110* 10 TECH CIRCLE NATiCK, MA 01760 FH:508-$529800 Fx:508-5529776 FACSIMILE TRANSMITTAL 3HEE.T MOM: a: Mark Robinson Mike rasssarta, E.rland MAY 3, 2004 r;^g xC l�(REa: TCYVAL No. 07 PnGEs 1NCTIJUMC, cC�• cfi_ PtdO�lE 13TJ�F_R: Rte: Brooks School ❑ zIRG? ,t*T t�j FOR itGi'1F�' ❑ .is EASE Ci �N;vT^N7 ❑ P?..th3 RfiT!I.Y e� iyLEASE Rr( i'CLE NQTES1CaMME?NTA: MaIk,, <Aa discussed, find enclosed a list of coinpanies that we will 5e using to diGPose of certaix+ items and also a breakdo-wr- of soils. Call wi&' zn'V questio' 1. We will dipose of rriscclla.neous debris such as fencing, staid% etc. into tl c durnpster prortided by the General Contractor. 2. Bituminou.< concrete paving & concrete structlzres, pads & foundations wtil be disposed 2t P.J. Keating, 2140 Budge Street, Dracut, MA 01826. 3. Stumps wM be disposed at Clear Sutmm.it Trans-M2.tcrials, 62 South Bolton Read, Bolton, MA 0174(1. Soils Breakdown.: 1. We will strip approximately 5700c7 of Ioarn, which will be stockpiled, osa site. We will screen &. respread what is needed to complete th.e P+rO*'t mid the balance will become the propertV of the owner. 2. We '%ill strip approsdrnately 200cy of asphalt W hich w,c dispose. as tnenti.oned above. 3. Them is a 17,051cy cut and a subsequent 4,590cy fill leaving a balance of 12,461cy. jkpproximatelc 25f" wM be used to fill ia the demolition of the mi%ting buiidivag, utility sirucrures & lines, which wUl dispose a., mentioned above. 4. That will leave approximately 9,961 cy of excess material. t Thanks, Mike. �r�" PRORL MS RFCEt�'LNC: 'rmfS FAx rtJ.AsE f.. Y 0 4 no �r�" PRORL MS RFCEt�'LNC: 'rmfS FAx rtJ.AsE IMassachusetts Department of Environmental Protection � File DEP Number. �-- Bureau of Resource _Protection - Wetlands EP File ' WPA Form- 7 Extension Permit -for Orders of Conditions Provided by DEP 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key, rab r=rwn A. General Information 1. Applicant: Brooks School name 1160 Great Pond Road Mailing Address North Andover City/Town 2. Property Owner (if different): Brooks School MA _ 01845 State Zip Code Name 1160 Great Pond Road -- --------------------------------- ------ -------- Mailing Address North Andover MA 01845 _ CitylTown State Zip Code — —--------- R, t' A n d fi n a information The Order of Conditions (or Extension Permit) issued to the applicant. or Property owner listed above on: Order of Conditions was issued 5/17/01 Extension issued to 5/17/05 Date [or work at� -1. 160 Great Pond Road Miap am 103 Parcel 25 StreetAddr^ss ;�sse;sor's RAap/Plat P!1.1mh�r Parcel; of Number ojj(IFU at Uhti ---blip. 1.1 •�1 UI Dee 15 lili. Essex north b31J :' 0 Counter Ceitiiicaie (it registered land) is hereby extended until: 5/17/05 DateO c—n This date can be no more than 3 years from the expiration date of the Order of Conditions or the latasb extension. Only unexpired Orders of Conditions or Extension may be extended. Date the Order was last extended (if applicable): N None Date Issued by: .North Andover Conservation Commission wpaform7 doc • rev. 12/15/00 Paan 1 of 3 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 7 — Extension Permit for Orders of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Finding Information (cont.) This Order of Conditions Extension mus be signed by a majority of the Conserv mmission and a copy sent to the applicant and the apprXiate DEP Regional Office (see Apptdndix A). Signatbres: On o� S Day before me perovally appeared Of Month and Year to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. Notary Public 6f My Comn issio Expires C. Recording Confirmation The applicant shall record this document in accordance with General Condition 8 of the Order of Conditions (see below), complete the form attached to this Extension Permit, have it stamped by the Registry of Deeds, and return it to the Conservation Commission. Note: General Condition 8 of the Order of Conditions requires the applicant, prior to commencement of work, to record the final Order (or in this case, the Extension Permit for the Order of Conditions) in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, it shall be noted in the Registry's Granter Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, it shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. Detach page 3 of Form 7 and submit it to the Conservation Commission prior to the expiration of the Order of Conditions subject to this Extension Permit. wpaform7.doc • rev. 12/15/00 Page 2 of 3 Massachusetts Department of Environmental Protection DEP File Number: , -- Bureau of Resource Protection - Wetlands WPA Form 7 — Extension Permit for Orders of Conditions rya �DS7 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP C. Recording Confirmation (cont.) To: Conservation Commission Please be advised that the Extension Permit to the Order of Conditions for the project at: 1160 Great Pond Road North Andover 242-1057 Project Location DEP File Number has been recorded at the Registry of Deed of: for: County BROOKS SCHOOL Property Owner and has been noted in the chain of title of the affected property in accordance with General Condition 8 of the original Order of Conditions on: Date Book Page If recorded land the instrument number which identifies this transaction is: Instrument Number If rAni 4a4d,-the document number which identifies this transaction is: 5-R Ll y 0�1 Document Number 0 E Signatutielof Applicant �-a6 -63 wpaforrnTdoc • rev. 12/15/00 Page 3 of 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix A — DEP Regional Addresses Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Mail transmittal forms and DEP payments, payable to: Commonwealth of Massachusetts Department of Environmental Protection Box 4062 Boston, MA 02211 DEP Western Region Adams Colrain Hampden Monroe Pittsfield Tyringham 436 Dwight Street Agawam Conway Hancock Montague Plainfield Wales Suite 402 Alford Cumminglon Hatfield Monterey Richmond Ware Phone: 508-792-7650 Amherst Dalton Hawley Montgomery Rowe Warwick Springfield, MA 01103 Ashfield Deerfield Heath Monson Russell Washington Phone: 413-784-1100 Becket Easthampton Hinsdale Mount Washington Sandislield Wendell Fax: 413-784-1149 Belchertown Bernardston East Longmeadow Holland New Ashford Savoy Westfield Blandford .Egremont Holyoke New Marlborough Sheffield Westhampton Brimfield Erving Huntington New Salem Shelburne West Springfield Buckland Florida Gill Lanesborough North Adams Shutesbury West Stockbridge Charlemom Goshen Lee Lenox Northampton Northfield Southampton South Hadley Whately Wilbraham Cheshire Chester Granby Leverett Orange Southwick Williamsburg Chesterfald Granville Great Barrington Leyden Longmeadow Otis Palmer Springfield Stockbridge Williamstown Windsor Chicopee Greenfield Ludlow Pelham Sunderland Worthington Clarksburg Hadley Middlefield Peru Tolland DEP Central Region Acton Charlton Hopkinton Millbury Rutland Uxbridge 627 Main Street Ashbumham Clinton Hubbardston Millville Shirley Warren Worcester, MA 01605 Ashby Douglas Hudson New Braintree Shrewsbury Webster Phone: 508-792-7650 Athol Auburn Dudley Dunstable Holliston Lancater Northborough Southborough Westborough Fax: 508-792-7621 Ayer East Brookfield Leicester Northbridge North Brookfield Southbridge Spencer West Boylston West Brookfield TDD: 508-767-2788 Barre Bellingham Fitchburg Gardner Leominster Oakham Sterling Wesftord Berlin Grafton Littleton Lunenburg Oxford Paxton Stow Sturbridge Westminster Winchendon Blackstone Groton Marlborough Pepperell Sutton Worcester . Bolton Harvard Maynard Petersham Templeton Yarmouth Boxborough Hardwick Medway Phillipston Townsend Weymouth Boylston Holden Mendon Princeton Tyngsborough Wilmington Brookfield Hopedale Milford Royalston Upton Winchester DEP Southeast Region Abington Dartmouth Freetown Mattapoisett Provincetown Tisbury 20 Riverside Drive Acushnet Dennis Gay Head Middleborough Raynham Truro Lakeville, MA 02347 Attleboro Dighton Gosnold Nantucket Rehoboth Wareham Phone: 508-946-2700 Avon Barnstable Duxbury Eastham Halifax Hanover NewBedtord North Attleborough Rochester Rockland Wetlfleet Fax: 508-947-6557 Berkley East Bridgewater Hanson Notion Sandwich West Bridgewater Westport TDD: 508-946-2795 Bourne Easton Harwich Norwell Scituate West Tisbury Brewster Edgartown Kingston Oak Bluffs Seekonk Whitman Bridgewater Fairhaven Lakeville Orleans Sharon Wrentham Brockton Fall River Mansfield Pembroke Somerset Yarmouth Carver Falmouth Marion Plainville Stoughton Weymouth Chatham Foxborough Marshfield Plymouth Swansea Wilmington Chilmark Franklin Mashpee Plympton Taunton Winchester DEP Northeast Region Amesbury Chelmsford Hingham Merrimac Quincy Wakefield 205 Lowell Street Andover Chelsea Holbrook Methuen Randolph Walpole Wilmington, MA 01887 Arlington Ashland Cohasset Hull Middleton Reading Waltham Phone: 978-661-7600 Bedford Concord Danvers Ipswich Lawrence Millis Milton Revere Watertown Fax: 978-661-7615 Belmont Dedham Lexington Nahant Rockport Rowley Wayland Wellesley TDD: 978-661-7679 Beverly Dover Lincoln Natick Salem Wenham Billerica Dracut Lowell Needham Salisbury West Newbury Boston Essex Lynn Newbury Saugus Weston Boxford Everett Lynnfield Newburyport Sherborn Westwood Braintree Framingham Malden Newton Somerville Weymouth Brookline Georgetown Manchester -By -The -Sea Norfolk Stoneham Wilmington Burlington Gloucester Marblehead North Andover Sudbury Winchester Cambridge Groveland Medfield North Reading Swampscott Winthrop Canton Hamilton Medford Norwood Tewksbury Woburn Carlisle Haverhill Melrose Peabody Topsheld wpaform7.doc • Appendix A • rev. 9/19/01 Page 1 of t Wpaform5.doc • rev. 8!7103 Page 1 of 7 Massachusetts Department of Environmental Protection � DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 _ Order of Conditions 242-1057A Provided by DEP 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: When filling From: out forms on North Andover the computer, Conservation Commission ' use only the tab key to This issuance if for (check one): move your cursor - do ❑ Order of Conditions not use the return key. - ® Amended Order of Conditions r r� To: Applicant. Property Owner (if different from applicant): Brooks School SANTE_ Name Name 1160 Great Pond Road Mailing Address Mailing Address North Andover MIA 0'1845 — City[Town Siate Zip Code Ci y�ovJr} — -- —Stag Zip Ccd^ -i. Project.. Lucat'iun: -, A T !� PJ rl \i Andover 1160 Ureat Pond r,oa.� i.orth r+cacti r Street Address City(ro n 190(117 103 25,28 - Assessors Map/Plat Klumber Parcel/Lot number 2. Property recorded at the aegist r of Decd: for: Essex Noah 530 290',.--, `- Gook Page -. .- 1 -------------------- ----- ----- Certificate (if reyi�i^red farm) --- -- ---- -------- 3. mates: 12/22/00 Amended 7/30/03 7/3-1/03 Date Notice of Intent Filed Date Public Neztring Close€! Date of ls!zuam:e Ui 4. Final Approved Plans and Other Documents (attach additional plan references as needed): r See attached----- ttached__Title Title Date W Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: John L. Scott, P.E. Name 6. Total Fee: N/A _ (from Appendix B: Wetland Fee Transmittal Form) Wpaform5.doc • rev. 8!7103 Page 1 of 7 Massachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 242-1057A 1 Massachusetts Wetlands Protection Act M.G. L. c. 131, §40 Provided by DEP B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above -referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ® Public Water Supply ® Private Water Supply ® Groundwater Supply ❑ Land Containing Shellfish ❑ Fisheries ® Storm Damage Prevention ® Prevention of Pollution ® Protection of Wildlife Habitat ® Flood Control Furthermore, this Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient. information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. Wpaform5.doc • rev. 87103 Page 2 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands LLI WPA Form 5 - Order of Conditions 242-1057A Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order maybe extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Omer shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP"] "File Number242-1057 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. Wpaform5.doc - rev. V7/03 Page 3 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 242-1057A Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. ' Findings as to municipal bylaw or ordinance Furthermore, the North Andover hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order ')f Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Chapter 178 of the Code of North Andover Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. Wpaform5.doc - rev. 8/7/03 Page 4 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 242-1057A 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: See attached Conditions This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #4, from the date of issuance. Extension issued to 5/17/05 Date This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return receipt requested) or hand,delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the approp ate Department of Environmen a on Regional Office (see Appendix A) and the property ow r (if different from applican Signatures: /J ����-, 11 C - On J3 Of 1911cpp5 02003 _ Day Month and Year before me personally appeared Scott Masse to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed � w Gr/�d' � r o oro No ry Public My Commission E pires This Order is issued to the applicant as follows: ❑ by hand delivery on by certified mail, return receipt requested, on /�s/oma Date Date Wpaform5.doc • rev. 817103 Page 5 of 7 Amendment, Brooks School, 242-1057 The North Andover Conservation Commission voted to issue an Amendment to the Order of Conditions. The amendment includes approval of a revised site plan reflecting changes to the athletic facility and associated stormwater management design. The following information shall be included on record with the Amended Order of Conditions issued 7/31/03: Record Drawings: • Sheet C101, dated May 29, 2003 • Sheet C201, revised 6/11/03 • Sheet C301, dated July 14, 2003 • Sheet C302, dated May 29, 2003 • Sheet C303, dated July 23, 2003 • Sheet C401, dated May 29, 2003 • Sheet C501, dated May 29, 2003 • Sheet C502, dated May 29, 2003 Train of Correspondence on Original Notice of Intent Application (received May 30, 2003); Volume I of II Revised Drainage Calculations, dated July 11, 2003; Volume I of II Revised Drainage Calculations, dated July 11, 2003; Soils Report Prepared by Norse Environmental, Inc., dated July 7, 2003; Memo prepared by RFS, dated May 29,2003; Eggleston Environmental engineering review letters dated June 24, 2003 and July 18, 2003; RFS engineering review letters dated July 10, 2003, July 14, 2003 and July 23, 2003; Operation & Maintenance Plan (faxed June 18, 2003); Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 242-1057A 1 Massachusetts Wetlands Protection Act M.G. L. c. 131, §40 Provided by DEP C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is -being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, § 40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. North Andover Conservation Commission Wpaform5.doc ^ rev. 8!7/03 Page 6 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File "umber WPA Form 5 - Order of Conditions 242-1057A Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. --------------------------------------------------------------------------------------------------------------------------- To: North Andover Conservation Commission Please be advised that the Order of Conditions for the Project at: 1160 Great Pond Road Project Location DEP File Number Has been recorded at the Registry of Deeds of: for. County BROOKS SCHOOL Property Owner Book and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date Page If recorded land, the instrument number identifying this transaction is: -�; Instrument Number If registered land, the document number identifying this transaction is: Document Number Applicant wpaform5.doc • rev. 8/7/0.3 Page 7 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix E — Request for Departmental Action Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Request Information Important: 1 Person or party making request(if appropriate, name the citizen group's representative): When filling out forms on the computer, Name use only the tab key to Mailing Address move your cursor - do City/Town State Zip Code not use the return key. Phone Number - Fax Number (if applicable) Project Location Mailing Address term city/Town State Zip Code 2. Applicant (as shown on Notice of Intent (Form 3), Abbreviated Notice of Resource Area Delineation (Form 4A); or Request for Determination of Applicability (Form 1)): Name Mailing Address City/Town state Zip Code Phone Number Fax Number (if applicable) 3. DEP File Number: B. Instructions 1. When the Departmental action request is for (check one): ❑ Superseding Order of Conditions ❑ Superseding Determination of Applicability ❑ Superseding Order of Resource Area Delineation Send this form and check or money order for $50.00, payable to the Commonwealth of Massachusetts to: Department of Environmental Protection Box 4062 Boston, MA 02211 wpaform5.doc • Appendix E • rev. 8!7!03 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix E —Request for Departmental Action Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Instructions (cont.) 2. On a separate sheet attached to this form, state clearly and concisely the objections to the Determination or Order which is being appealed. To the extent that the Determination or Order is based on a municipal bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. 3. Send a copy of this form and a copy of the check or money order with the Request for a Superseding Determination or Order by certified mail or hand delivery to the appropriate DEP Regional Office (see Appendix A). 4. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. wpaform5.doc . Appendix E • rev. 8/7/03 Page 2 of 2 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPAForm 5 - Order of Conditioh,§ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: From: When filling out forms on the computer, Conservation Commission use only the tab key to This issuance if for (check one): move your .-cursor-7--do..,- ._....._.._..._®..Order of.Conditions......._ .... . not use the return key. ❑ Amended Order of Conditions vl�±To: Applicant: �uJ't�5 �L�i✓� Name IMP Mailing Address/, j City/To vn State Zip Code DEP File Number: Provided by DEP Property Owner (if different from applicant): Name Mailing Address. Cit /Town Y State - - Zi�"Code 1. Project -Location: c % ' t 4 l,1 fi t ... rvCs V—r Street Address City/Town - .. ._.._.. . . 71 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: SQL. C, i.Es County Book— Page .emncare (ir registered land) 3. Dates: - [ e IZ-lyt- c/tsIl�liyi Date Notice of Intent Filed Date Public Hearing Closed e � Date of Issuance 4. Final Approved Plans �, and Other Documents (attach additional, plan references as needed): t� glgk -� i l.O.rli `)c'.r1i •`��I^I: RJ l...GftiM\3�lc: ����C �C,l Title Date D,: ;.N_, _ �.<<.� _ _ F_I✓y c, Title Date Title' Date 5. Final Plans and Documents Signed and Stamped by: Name 6. Total Fee: T' _EST rue (from Appendix B: Wetland Fee Transmittal Form) =; 'Copy L. Wpaform5.doc • rev. 5/16/01 Pagel of 7 Massachusetts Department of Environmental Protection Ll Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — Order ®t Conditions Z- eo s 11 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above -referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ® Public Water Supply ❑ ' �' ^ tainin_ Shellfish ell ash Prevention of Pollution an' u 11 L 1 ill iy ® Private Water Supply ® Groundwater Supply ® Fisheries ® Storm Damage Prevention ® Protection of Wildlife Habitat ® Flood Control Furthermore, this Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those ;interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the foilowinq conditions modiry or differ from the plans, specifications, or nthcr nro sale Submit+ r ,.,;L�. r f., uLL U vvnii U is ivoui.c of a Intent, these conditions Shrill control. Denied 'because: the17 ro``osaa wonli" not _e =nlditionod to � pe, ante slandards setforth in the Ut/etartd f ` r IGGE tl l^ ' I Jrl [ regulations to protect those interests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final ial Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. Wpaform5.doc ^ rev. 5/16/01 Page 2 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: l WPA Form 5 ® Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. A. 5. This Order maybe extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until ail administrative appeal periods from this Order have elapsed, or if Such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the ,r.�-J }n �r ('r\r �ndr.v ��r }{..� L 14. .. � L tL_. 1 G� --ist y's an o isox under name o t owner a th- !arid upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed ,mark iS done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, villic`' farm mast be stai- spedw' i :eg-- y 1 Deeds, pri " iv the i ller i�'ei .erli of `.vorr:. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP'] "File Number %:—►, ��' 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPP, Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. Wpaform5.doc • rev. 5/16/01 Page 3 of 7 L"A Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: IPA Form 5 ® Order ®f Conditions 77LA1-Ic_ I - Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by -this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of-Compliance.has been issued -by the -Conservation Commission:— - - - -'-- 17. All sedimentation barriers shall be maintained in aood repair until all disturhed areas ha,,e heen fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and!or damage prevention controls It i.ay deem necessary. Sedirnentatiwn bairnets shall serve as the limit of work unless another limit of work line has been approved by this Order. Findings as to municipal b iaw or ordinance Furthermore, the north Andover Conservation Commission hereby finds (check one that applies): Fj a rat a is proposed work cannot be conditioned to meet the standards set forth in a municipal l .l:i_se t 11 _1�.1N. �'v!•lLl: �.ily.- .11 U Municipal Ordinance or Bylaw Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Chapter 178 of the Code of North Andover Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. Wpaform5.doc • rev. 5/16/01 Page 4 of 7 DEP FILL # 242 - 1057 Therefore, the North Andover Conservation Commission (hereafter the "NACC") hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the State Regulations, the local Bylaw and Regulations, to protect those interests noted above. The NACC orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced below. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. I GENERAL CONDITIONS �® 18. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 19. This Order does not grant aly p r(e�rty rights or any exclusive privileges; it does not authorize any injury to private property or invasion of property rights. is I T�. :.gee ��er the N e CCC gent o f the NACC the Department nt t �b �..v. , h `., a�c.au vl u�C i Vf'>�L, Vl the 1JCrl Ql Lll LC1LL l)1 Environmental Protection. (DEP) reserves the right to enter and inspect the property at all reasonable times until a Certificate of Compliance is issued, to evaluate compliance with this Order of Conditions, uC Act /`�2l1 n llTvan 10.00' ) n.nn') , the North Andover Wetland ByLaw and Regulations, and may require any information, measurements, photographs, observations, and/or materials, or may require the submittal of any data or i a ormation deemed necessa y by the NACC for that evaluation. Further, work shall be halter or the she if the NACC, agent or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the NACC is satisfied that the work will comply and has so notified the applicant in writing. - 20. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 21. The work authorized hereunder shall be completed within three years from the date of this order. C:\Winword\OOC\242-1057 1 NACC 5/17/2001 DEP FILE ## 242 - 1057 22. This Order may be extended by the issuing authority for one or more periods of up to one year each upon application to the issuing authority at least thirty days (30) prior to the expiration date of the Order (Refer to Section VIII (B)(p.33) of the North Andover Wetland Regulations). 23. The NACC reserves the right to amend this Order of Conditions after a legally advertised public hearing if plans or circumstances are changed or if new conditions or information so warrant. 24. Where the Department of Environmental Protection (DEP) is requested to make .a -determination and -to issue a Superseding Order; the Conservation - - -- - Commission shall be a party to all agency proceedings and hearings before the Department. 25. The conditions of this decision shall apply to, and be binding upon, the applicant, owner, its employees and all successors and assigns in interest or control. These obligations shall be expressed in covenants in all deeds to succeeding owners of portions of the property. 26. The term "Applicant" as used in this Order of Conditions shall refer to the owner, anj% successor in interest or successor in control of the property re1Cre1Iced liL tlLe 1Nl Lice of intent, su� r pporting documents and this Order of Conditions. The NACC shall be notified in writing within 30 days of all trans erJ of title of ant? '"+' - l4y ti. i 4- T 1 _ , t J pitLivii �i pil peiL� LlIaL La11- iaCe prier i0 Ll Le r s,,�. ce , a.Cee t;ficrt C 27. the proposed work includes: The construction of a new affiletic facHity, Grading, stormwater management system, associated grad ng and appurtenances. 28. The work shall conform to the following (except as noted in the remainder of this document where revisions may be required): Notice of Intent filed by: Site Plans prepared by: Stamped by: Rist-Frost-Shumway Engineering, P.C. (Representative) 71 Water Street Laconia, NH. 03246 Rist-Frost-Shumway Engineering, P.C. 71 Water Street Laconia, NH. 03246 John L. Scott, P.E. CAWinword\000242-1057 2 NACC 5/17/2001 DEP FILE # 242 - 1457 Operation & Maintenance Plan prepared by: Rist-Frost-Shumway Engineering, P.C. 71 Water Street Laconia, NH. 03246 29. The following wetland resource areas are affected by the proposed work: Buffer Zone to Bordering Vegetated Wetland (BVW). These resource areas are significant to the interests of the Act and Town ByLaw as noted above and therein. The applicant has not attempted to overcome the presumption of significance of these resource areas to the identified interests. M. The NACC agrees with the applicant's delineation of the wetland resource areas on the site as shown on the plans dated referenced herein. 31. The NACC finds that the intensive use of the upland areas and buffer zone proposed on this site will cause further alteration of the wetland resource areas. In order to preverri any alteration of Wetland resource areas a twenty Hve foot (25-9 No -Disturbance Zone and a fifty root (50") No -Construction Zone shall be established from the edge of the adjacent wetland resource area. The Conservation Administrator and/or other agents of the NACC do not haves the authority to waive these setbacks as established under. the local bylaw. vv'. 1 VTo disturbance ce of existing L � y g grade, sons or vegetation is per_ .m.itr_ed in the No -Disturbance zone. (See Section 111(D) & Appendix G of the local Reclulations ). 32. There shall be no increase in the postCevelopment discizarges from the storm drainage system Or any Other changes -n post 'e'velopment conditions that alter the post development watershed boundaries as currently depicted in the Notice of Intent and approved by this Order of Conditions, unless specifically approved in writing by the Commission. 33. This document shah be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors, and other personnel performing the permitting work are fully aware of the permits terms and conditions. Thereafter, the contractor will be held jointly liable for any violation of this Order resulting from failure to comply with its conditions. CAWinword\00C\242-1057 3 NACC 5/17/2001 DEP FILE # 242 - 1057 34. The owners of the project and their successors in title, in the event they proceed to alter areas subject to the Commission's jurisdiction under the order, agree that the Order does not in itself impose upon the Town any responsibility to maintain the proposed drainage system and that said Town shall not be liable for any damage in the event of failure. By acceptance of this Order, the owners agree to indemnify and hold harmless to the Town and its residents for any damage attributable to alterations undertaken on this property pursuant to the Order. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subiect .-..-..to flooding, storm damage oranyother form of -water -damage. Maintenance of the drainage system, if accepted by the Town as part of a public way, becomes the responsibility of tl,e Tn AM .r _.�_ 35. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage or any other form of water damage. C:\Winword\OOC\242-1057 4 NACC 5/17/2001 DEP FILE # 242 - 1057 PRIOR TO CONSTRUCTION 36. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department or Court have been completed. 37. This Order shall be recorded by the applicant at the Registry of Deeds immediately after the expiration of all appeal periods. No work shall be en ena an twat the Ficial Met has been recorded -in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land., the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land proposed upon which the i ��s�.0 worms is to be done. The recording information shall be submitted to the North Andover Conservation Commission fission on the form at the end of this Order prior to commencement of the work. Any Order not recorded by the applicant before work commences may be recorded by t -e NACC at the applicant's expense, 38. A sign shall be displayed at the site not less than two square feet or more than three square feet in. size ;Nearing the words "Mass ach.-<setts Depa,rtinenk of Environmental Protection, File Number 242s10557." CAWinword\00C\242-1057 J NACC 017/2001 DEP FILE # 242 - 1057 39. Any changes in the submitted plans caused by the applicant, another Board's decision or resulting from this Order of Conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds said changes to be significant, the NACC will call for another public hearing (at the expense of the applicant). Within 21 days of the close of said public hearing the NACC will issue an amended or new Order of Conditions. Any errors found in the plans or information submitted by the applicant shall be considered as changes. The proposed project may be still under review by other local or state boards or agencies. This may result in changes to the project plans or wetland impacts. If any such changes occur a revised plan- and lan and an explanation of the revisions shall be submitted to the NACC for rev le VV ILIA apply Val pliVl iV Ll le JlalL lif l.V1LnJ Ll Ul_ L1V1 L. 1`VV work Mali on a project until written approval has been granted by the NACC. 40. It is the responsibility of the applicant, owner, and/ or successor's) to ensure that all conditions of this Order of Conditions are complied wi ri. The project engineer and contractors are to be provided with a.copy of this Order of Conditions and referenced documents before commencement of construction.. 41. Prior tQ any Nlrork commencing on -Site, the applicant shall Su I'- Lo tlhe INAC� for approval, a detailed sequence of construction, inc'lu ling the construction of compensation and retention areas, installation of JeC-fill LelLLQ L=Cj et{JJit iii i.0iie.i V1 UCvlcc5 aiCl.L rC-vegeLaEiUtC LV L.+e t`i: it 1pie t...0 42. We land flaggii Lc, small be checked prior to start of construction and shall be re-established where missing. All wetland flagging shall remain visible and enumerated per the approved plan(s) throughout the life of the project and until a Certific to of Compliance is issued so that erosion control measures can be prnper117 p1aPPrl And wetland impacts can be rnnnitornA The proposed 'i L 1 1 11 L.. 1,. 1 l 7 l l n i 111n1L of work shall be shall be clearly marked with stakes or flags and snail be confirmed by the NACC. Such markers shall be checked and replaced as necessary and shall be maintained until all construction is complete. Workers should be informed that no use of machinery, storage of machinery or materials, stockpiling of soil, or construction activity is to occur beyond this line at any time. All flags used for the above purposes shall be of a color different from other flagging used on the site. CAWinword\000242-1057 6 . NACC 5/17/2001 DEP FILE # 242 - 1057 43. A row of staked hay bales backed by trenched siltation fence shall be placed between all construction areas and wetlands. The erosion control barrier will be properly installed and placed as shown on the plans approved and referenced herein and shall be inspected and approved by the NACC prior to the start of construction and shall remain intact until all disturbed areas have been permanently stabilized to prevent erosion. All erosion prevention and sedimentation protection measures found necessary during construction shall be implemented at the direction of the NACC. The NACC reserves the right to impose additional conditions on portions of this project to mitigate any impacts which could result -from site erosion, or any noticeable degradation - of surface water quality discharging from the site. For example, installation of erosion control, measures may be required ii C areas not t slowl of l the plan(s) referenced in this Order of Conditions. Should such installation be required by the NACC, they shall be installed within 48 hours of the Commission's request. 44. The applicant shall have on hand at the start of any soil disturbance, removal or stockpiling, a minimum of 40 hay bales and sufficient stakes for staking these bales (or an equivalent amount of silt fence). Said bales shall be used only for the control of emergency erosion problems and shall not be used fOr the normal control of erosion. 4�. A check payable tO th e TcVvn Oi i`�urth ATidv�%er snail be Nr�vid.dn the 00 ✓b•_. ,iCli,.,li I- . LD Lii lbw-.. � Ouncell Town Treasurer, and. the NACC, and shall be posted with the North -Andover Town Treasurer through the NACC before commencement of work. Said deposit of money shall be conditioned on the completion of all conditions hereof, shall be signed by a party or parties satisfactory to the NACC, and Tn _ n 'piir2cel, and shall be released after completion of the protect, provided t1kat prrwicinnc satisfactory to the NACC, have been rnade fCr perf�rmanC2 of any conditions which are of continuing nature. The applicant may propose a monetary release schedule keyed to completion of specific portions of the project for the NACC's review and approval. This condition is issued under the authority of the local ByLaw. 46. The applicant shall be responsible for placing signs on each parcel designating the applicable lot number as depicted on the plans approved and referenced herein. CAWinword\000242-1057 7 NACC 5/17/2001 DEP FILE # 242 -1057 47. The applicant shall designate a professional Wetland Scientist as an "Erosion Control Monitor" to oversee any emergency placement of controls and regular inspection or replacement of sedimentation control devices. The name and phone number of the erosion control monitor must be provided to the NACC in the event that this person has to be contacted, due to an emergency at the site, during any 24-hour period, including weekends. This person shall be given the authority to stop construction for erosion control purposes. The erosion control monitor will be required to inspect all such devices and oversee cleaning and the proper disposal of waste products. Cleaning shall include removal of any entrapped silt. At least once during -...-.each week in which- construction activities occurs on-site -and-for as lori - - - thereafter as ground remains unstabilized,, the applicant shall submit a written report from the "Erosion CVnUI^ll Monitor" to the iNV1IIN_i,. certlfyll% that, to the best of his/her knowledge and belief based on a careful site inspection, all work is being performed in compliance with this Order of Conditions and that approved setbacks are being adhered to. The erosion control monitor must visually inspect all sediment-ation/erosion control measures and assume responsibility for their maintenance on a weekly basis and that they are functioning as intended. In addition, all wetland resource areas must be visually inspected for siltation, turbidity, and/or other water quality impacts. 48. Prior to construction, the applicant shall permanently mark the edge of the ✓ .:.s ... .ci :J AI�Ec... t. E..vi'LC �fr'VTi EiE s �c ins isi i3-J\-.e£S spaced evenly ce er ou �e et F.s cor `v`. yt'.r.g Flan ✓ _�'s[ _,r_z, ' h. >'r�_�. c.�. i..2 :f:�etrcta �-_ L ...�G..cE..� Area, sF,F. This will designate their sensitivity and assure no further inadvertent encroachment into the wetland. These permanent mnarkers are subject to review and approval by the NACC. The applicant shall instruct all agents to explain these markers to buyers/lessees/landscapers and all persons taking over th-e property from the applical-;t. CAWinword\000242-1057 8 NACC 5/17/2001 DFP FILE # 242 - 1057 49. The applicant and/or the legal owner of that portion of land upon which these Orders of Conditions have been placed shall provide to the NACC prior to transferring, or assigning any portion of said land to another party, subject to said Orders of Conditions, the "Compliance Certification Form Affidavit" attached via "Appendix A" signed under the pains and penalties of perjury, stating that said applicant and/or owner has read these Orders of Conditions and is in compliance with each and every condition. This document shall apply to each of the conditions referenced herein and shall be provided to the Conservation Department at least five (5) business days prior to the closing of said land transaction: Gn . Once - s• L , JVce these above mentioned pre -construction requirements are complete, the applicant shall contact the Conservation Office prior to site preparation or construction and shall arrange an on-site conference with an NACC representative, the contractor, the engineer, wetland scientist and the applicant to ensure that all of the Conditions of this Order are understood. This Order shall be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all subcontractors n r er ^ 0 7 o r o rm; F .-i contractors, and the � s�,i�.n:.l p`rfo ming th pe�_�.��te� work are fuiiy aware of the permit's terms and conditions. Hereafter, the contractor will be held jointly liable for any violation of this Order of v21 i �iviiS reS ul i� ig li vli cullui'e t0 CGi_Zpiy ✓ iiil Its eviditivitS. '1 e -� de applica-nt or contractor ka"' i __ Le _its J on -Site construction Supervisor hired to coord'•nate cons' -ruction and to en -Sure compliance with this Order. A reasonable period Of tiiTie Shall be jirOVlded as notice of the pre -construction meeting (e.g. 72 hours). C:\Winword\OOC\242-1057 9 NACC 5/17/2001 DEP PILE # 242 - 1057 DURING CONSTRUCTION 51. IMPORTANT: Immediately upon completion of the dwelling foundation, and prior to further construction activities associated with the site, the applicant shall complete a plan prepared by a Registered Professional Land Surveyor of the Commonwealth (R.P.L.S.) which accurately depicts the foundation location and it's proximity to wetland resource areas as approved under this order of Conditions. Said plan Sh all be sl,UMILLed to the Conservation Administrator for approval. 52. Upon beginning work, the applicant shall submit written progress reports every month detailing what work has been done in or near resource areas, and what work is anticipated to be done over the next period. This will update the construction sequence. 53. All catch basins shall contain oil/gasoline traps, and it shall be a continuing condition Or l Ll L1•J order, even df LCr _ C ertirCate of Lo1iip11aiCe 1S issued, that at the ail/gasoline traps in the catch basins be maintained. All catch basins shall be free of all aCr,�v+,i�ulated Silt ani' de�ris vefGre a CGii pliailCn i3 iSS led aiiu L1.. lLIS /I Ler a lL ll L_:... iL` � t__ Compliance. LLLC oVV reel Or 1L1JJ 1LCl agel ll J1 LGIll JG specify- lit L1 iC request lUl LU1iL�11dncf''. 54. Approved de -watering activities shall be supervised and witnessed by the desigilatecl erosion control monitor. f!7dseSlgnee must be on-site while dewatering is occurring and until it is complete. Uhe erosion control monitor shall ensure that sediment 'Laden water is appropriately settled prior to discharge toward the wetland resource areas. No discharge of water is allowed directly into an area subject to jurisdiction_ of the Wetlands Protection Act and / or the North Andover Wetland by Law. if emergency de -watering requirements its arise, the applicant shall submit a contingency plan to the Commission for approval which provides for the pumped water to be contained in a settling basin, to reduce turbidity prior to discharge into a resource area. 55. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, including but not limited to lumber, bricks, plaster, wire ,lath , paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts on any of the foregoing. 56. No exposed area shall remain unfinished for more than thirty (30) days, unless approved by the NACC. CAWinword\00C\242-1057 10 NACC 5/17/2001 DEP FILE # 242 -1057 57. No re -grading in the buffer zone shall have a slope steeper than 2:1 (horizontal: vertical). Slopes of steeper grade shall be rip -rapped to provide permanent stabilization. 58. There shall be no stockpiling of soil or other materials within twenty-five (25) feet of any resource area. 59. Washings from concrete trucks, or surplus concrete, shall not be directed to, any drainage system, or wetland resource area. 60. All -waste -gener-ated-by; or- associated with the construction activity shall be contained within the construction area, and away from any wetland resource area. There shall be no burying of Spent construction materials or disposal of waste on the site by any other means. The applicant shall maintain dumpsters (or other suitable means) at the site for the storage and removal of such spent construction materials off-site. Howeve-r-, no trash dumpsters will be allowed within 50` of areas sub;ect to protection under the Act or local ByLaw. 61. Accepted engineering and construction standards and procedures shall be follmved in the completion or the project. 62. During and after work on this project, there shah be no discharge or spillage n, f„ei –4-1—-11-4-4–....4.r, Ll ,7 _ T� s y..e spill l i u t, :�r L Lail Lii itv any we t ial ii i eSG � rCe ai ea. it the iS a J til �:f 1' ht a -c h- �.i ui.S;,,,nar e ��ny rio- ��i11-1--.,.. ui,e«"•-b L:.Li J� `,_ �C.ri'•_.�Cic c -_n t.iL 11: 2'?_�. t shall be notified by the applicant within one (1) business day. No construction vehicles are to be stored within 100 feet of wetland resource areas, and no vehicle _refueling, equipment lubrication, or maintenance is to be done Within 100 feet of a resource area. C:\Winword\OOC\242-1057 11 . NACC 5/17/2001 DEP FILE, # 242 - 1057 AFTER CONSTRUCTION 63. No underground storage of fuel oils shall be allowed on any lot within one - hundred (100) feet of any wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland protection Bylaw. 64. Fedi izers uti ize or an-scaping and lawn care shall be slow release, low --- nitrogen types (< 5%), and shall not be used within 25 feet of a resource area. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland ProteCti^n ByTa' and oln�ll reman' Ji LC(il 1 e. Lail L 11 L perpetuity. N T., .. ,1 11. .1:. _ �.. 1..1 • a i.l...,,. .1 - 1_ ......,. ] `. 1 ., 1_ _ 11 1- 65. _ , 65.1No iodL,L salL, soulullL ClLlorlUe, or other UU-llalLg ClLell icals JlLdll Ue uSed on paved surfaces, and any arrangement for snow removal shall so stipulate due tv the lm Ortan CP o f tT1 pita an ri cldetlal� � s. P� rYnKl? eut "' .c dea % cry ; r4 rr p .. � i sib .a LrrLb iIXT,. C..li. 7.-.»,.�i ,7 J,T.._C«..�.. Ct,.,.1.»:7:».-. '7,....,,,.ii l.,.11 L.. 1V V-JGEiL L. one an" IN 0- Yno vv Sto L.l-PAl11E� d1 -ones sha-11 EJC Lll1'-Flaytfu 114 Prot Lifient locations. 66. Upon completion OI construction and grading, all dlsturLe" areas located outside resource areas shall be stabilized -1 pntiy agail St erosion. AL'S shall be done either by loamLing and seeding according to SCS standards. If the latter course is chosen, stabilization will be considered complete once vegetative cover has been achieved. CAIVinword\000242-1057 12, NACC 5/17/2001 BEP FILE # 242 -1.057 67. Upon completion of the project the applicant shall submit the following to the Conservation Commission as part of a request for a Certificate of Compliance: a. WPA Form 8A — "Request for a Certificate of Compliance." q b. A letter from the applicant requesting a Certificate of Compliance. c. The name and address of the current landowner. d. Signed statements from the individual property owners shall be submitted with the request for a Certificate of Compliance indicating that they read and understood the recorded Order of Conditions prior to purchasing their property. -- e. - The name and address of the individual/ trust or corporation to whom - the compliance is to be granted. f. The street address and assessor's map/ parcel' number for the project. g. The DEP file number. h. A written statement from the Erosion Control Monitor and/or Wetlands Scientist certifying that the work has been conducted as conditioned by the Commission and no resource areas have been negatively impacted throughout the construction process. i. A written statement from a Registered Professional Civil Engineer of the Commonwealth certifying that the work has been conducted as shown on plan's) and documentsrDferen Ced above, and as conditioned by the Commission. j. An "As -Built" plan prepared and signed and stamped by a Registered a xvfcSSFf;i[al �...iiTii k., 61i[eer of liLe `.01L,.mon ealLil, for the public _`.�.. .Etu F1 ii. Y'Y _�i 13 .�.1 ai,,.Z. 2 "As -Built" post -development elevations of all drainage & storMIATater management structures constructed within 100 feet of any wetland resource area. NOTE: If portions of the stormwater systems exic+,,arJall- wifhi" 4} n TTZ„F��'r �Oi[ than. 1 Nu111 y tl 1 lL the entire ctr,ir+,irP m,uS+ I'e depicted to aCCLlratelV ve^rif 3 compliance. ➢ "As -Built” post -development elevations and grades of all filled or altered wetland resource areas including the encompassing buffer zone which is regulated as a resource area under the local Wetland Protection Bylaw. ➢ Distances from structures to wetland resource areas. Structures include (but are not limited to) septic systems, additions, fences, sheds, stone walls,.pools, retaining walls, subsurface utilities and decks. CAWinword\00C\242-1057 13 .. NACC 5/1.7/2001 IN DEI' FILE ## 242 - 1057 ➢ A line showing the limit of work and the extent of existing erosion control devices. "Work" includes any disturbance of soils or vegetation. ➢ Location of all subsurface utilities entering the property. 68. The following special conditions shall survive the issuance of a Certificate of Compliance (COC) for this project: ➢ 25' No -Disturbance Zone and a 50' No -Construction Zone shall - be established from -the edge of -adjacent wetland resource -areas- - except in those locations .approved under DEP # 242- T, 42- TL_L__ • •1I- - 'i ni r • L• Ll d •11 rutuie worf< wiuufi 100 of exiS�Ing weuan resource areas will require a separate filing with the NACC (refer to Section XI (page 18) of the Regulations for performance standards within these zones) The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local ByLaw; , ➢ Maintenance of catch basins (Condition #_); ➢ Discharge or spillage of poiiutants (Condition s P rol Libition of 1--andergr o u id fuel's (C_ondltion L 1}—); Limitations on the use of fertilizers, herbicides, road salts, de- icing compounds and. pesticides (Conditions # Ok ➢ The attached "Stormwater Operations and Management Plant", 41 1 ... 4;- .- BLst -kl L /1 aa geml.l Lt 'P actiCe s. I No ad d2.; 01-1 1 6111 Lgs ;II Ile required ivIid'u'Ct uLainitenLunLle of the above referen ced system and pian. CA1Vinword\OOC\242-1057 14. NACC 5/17/2001 r DEP FILE # 242 - 1057 APPENDIX A - AFFIDAVIT 1, James R. Pugh on oath do hereby depose and state: (authorized agent applicant and/or current owner) (PLEASE CHECK AT LEAST ONE BLOCK) 1. I am the of ( position with applicant) (applicant ant name` nr company �1a1„el rr Y i the applicant upon whom Order of Conditions - - - - - -- have been placed upon by (DEP or NACC number) the North Andover Conservation Commission. &/or 2. X I am the Business Manager of BROOKS SOHOOL (position with owner) (owner name) the owner upon whose land Order of Conditions DEP #242-1057 have been placed up by (DEP or NACC number) the iI ui Ai — over -.Ci iSei aiioit Coli uitiSSioit. O:. 3. I hereby affirm and acknowledge that I have received said Order of Conditions DEP #242-1057 and have read the same and tunderstand each (DEP File #) and every condition which has been set forth in said Didei' of Con'..iltiol �s. 4. I hereby affirm and acknowledge that on this day of !9- I inspected said property together with any and all improvements which have been made to the same and hereby certify that each and every condition set forth in Order of C.ondiiln— are presently' ;n -1-- Ipiiance. (-a . File #i lQL 5. I hereby affirm and acknowledge that this document will be relied upon by the North Andover Conservation Commission as well as any potential buyers of said property which is subject to said Order of Conditions (DEP File #) Signed under the pains and penalties of perjury this 3.141 day of -T-, lgF �1 (Signa'urle - authorized agent of appli ant or owner) C:\Winword\000242-1057 15 NACC 5/17/2001 M Massachusetts Department of Environmental Protection i Bureau of Resource Protection - Wetlands PA Form 5 - Order of Conditions 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: See attached Conditions DEP File Number: riuvivau uy ut=r This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #4� from the date of issuance. t S o i'-� Date This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmenta! Protection Regional (lfflr-n leen Annenr4iv 41 nnni thin nrnnerhi owner (if different frnm nnnliran+l Signatures: 1 On Of Day before me personally appeared Scott Masse . Month and Year to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she exCuted the same as his/her free act and deed. JACK! BYERLE-Y Notary puhlic Notary Public My Commission Expires My Commission Expir t July 5, 2007 This Order is issued to the applicant as follows: ® by hand delivery on by eedifz6 mail, r d, on Date Date �— Wpaform5.doc • rev. 5/16/01 Page 5 of 7 X Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Appeals DEP File Number: Provided by DEP The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mall or hand deliria it t� the Conservation Commission and to .-the applicant, if he/she is -not -the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, § 40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands -.Protection Act or regulations, the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. in ale case of recorded land, the Final Order shall also G noted in thle Registry's Grantor index UUel the name of the OVI%iler vl the land subject to the Order. In the case of registered land, this Order shall also be noted on the Lard Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. North Andover _ Conservation Commission Wpaform5.doc • rev. 5/16/01 Page 6 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: 1 PA Form 5 — Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. -------------------------------------------------------------------------------------------------------------------------- To: North Andover Conservation Commission Please be advised that the Order of Conditions for the Project at: BROOKS SCHOOL Athletic Facl-14-*y, 1160 (Teat Pond -Roam DEP #242-1057 Project Location DEP File Number Has been recorded at the Registry of Deeds of: Essex 530 _ 290 County Book Page for: BROOKS SCHOOL Property Owner and has beeen i oied i 1 u is cai n o u.1 of ths of..C'' A p.0 pe I; in: Book Page In accordance with the Order of Conditions issued on: May 17, 2001 Date If recorded land, the instrument number identifying this transaction is: Instrument Number If. registered land, the document number identifying this transaction is: Docur nt Number h �� P•t Sign ,tine of Applicant 1. Wpaform5.doc • rev. 5/16/01 Page 7 of 7 M Massachusetts Department of Environmental Protection! Bureau of Resource Protection - Wetlands WPA Appendix E — Request for Departmental Action Fee Transm-ittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Request Information Important: 1. Person or party making request (if appropriate, name the citizen group's representative): When filling out forms on the computer, Name use only the tab key to Mailing Address move your cursor.- d0 City/Town ... _ .... _.._- ._...._. _ ._ . __ . . -State... Zip Code .. _. _... ._ .. not use the return key. Phone Number Fax Number (if applicable) Project Location Mailing Address MIT City/Town State Zip Code 7 I'n n4 c hvwin on Notice of Intent (Form 3\Abbreviated P� �' o f Aocry . p A rIel'. eal-;-- Applica t (ass on � /, Notice o, , eso, c� Area vc,li,cauvii (Form 4A); or Request for Determination of Applicability (Form 1)): Name Mailing Address City/Town State Zip Code Phone Number Fax Number (if applicable) — 3. DEP File Number: B. Instructions 1. When the Departmental action request -is for (check one): ❑ Superseding Order of Conditions ❑ Superseding Determination of Applicability ❑ Superseding Order of Resource Area Delineation Send this form and check or money order for $50.00, payable to the Commonwealth of Massachusetts to: Department of Environmental Protection Box 4062 Boston, MA 02211 wpaform5.doc • Appendix E • rev. 5/16101 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix E — Request for Departmental Action Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Instructions (cont.) 2. On a separate sheet attached to this form, state clearly and concisely the objections to the Determination or Order which is being appealed. To the extent that the Determination or Order is based on a municipal bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. 3. Send a copy of this form and a copy of the check or money order with the Request for a Superseding Determination or Order by certified mail or hand delivery to the appropriate DEP Regional Office (see Appendix A), _. ... __ _. ... _._._ ... 4. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if heishe is not the appellant. Page 2 of 2 wpaform5.doc • Appendix E • rev. 5/16101 ESSEX NORTH REGISTRY OF D�EDS LAWRENCE, MASS. 2�U�)� A TRUE COPY: ATTEST MISTER O_F-D vV� R— O ;-W .Y 0: ,Z:oN • cC cc C 1•• fir, �d u d O (S CD ::l•: Qty � � • Com` % T+ C,� Q' ` 0 ftal, f: m c E to O v:mCos� N Cf ®� y O ��+ -E M c a• c p_m.f a aN fr'yCc �J c EO,o CLC.3 Cs ID y� cm c 0 C2 V yO O Z a o ` O r c Q so; m C •O _ O m 3 N r r o y �0..� O COD uiW O ���r=.+ •� +-' c LU CD f= m •y O O CL y O. m'C O:0 z_ y cm H 2 8 CORE go 5 s+: O 0 z O U �41' I Ccm C O— h C -0 CD ._ H• O O m m co H= a_ .0.0 O 0 i M o a E: cma c ev cID Z ts V y O C C C R CO2 0 LLI LLI 0 W W W C4 nI r- u a G co ww�' w w w°' w a°' w w G 1' cn Cl) vV� R— O ;-W .Y 0: ,Z:oN • cC cc C 1•• fir, �d u d O (S CD ::l•: Qty � � • Com` % T+ C,� Q' ` 0 ftal, f: m c E to O v:mCos� N Cf ®� y O ��+ -E M c a• c p_m.f a aN fr'yCc �J c EO,o CLC.3 Cs ID y� cm c 0 C2 V yO O Z a o ` O r c Q so; m C •O _ O m 3 N r r o y �0..� O COD uiW O ���r=.+ •� +-' c LU CD f= m •y O O CL y O. m'C O:0 z_ y cm H 2 8 CORE go 5 s+: O 0 z O U �41' I Ccm C O— h C -0 CD ._ H• O O m m co H= a_ .0.0 O 0 i M o a E: cma c ev cID Z ts V y O C C C R CO2 0 LLI LLI 0 W W W C4 nI r- Town of North Andover Office of the Building Department Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner December 26, 2002 Mr. James R Pugh Business Manager Brooks School 1160 Great Pond Road North Andover, MA 01845 RE: Brooks School Athletic Facility Building Permit #326 (June 27, 2001) Dear Mr. Pugh: Telephone (978) 688-9545 Fax (978) 688-9542 I have reviewed your request for an extension of the referred permit for Brooks School Due to the circumstances beyond your control I am extending budding permit #326 for a period of six (6) months from the expatriation date of December 27, 2002. The budding permit wiff now expire on June 27, 2003 unless construction has commenced prior to that date. I look forward to working with you on this project. Yours truly, D. Robert Nicetta Budding Commissioner CC: Heidi Griffin Director CD&S BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 BROOKS SCHOOL NORTH ANDOVER MASSACHUSETTS 01845-1298 October 24, 2002 Mr. Robert Nicetta Building Commissioner 27 Charles Street North Andover, Massachusetts 01845 Dear Bob: The Board of Trustees, during its most recent meeting of October 19, 2002, voted to have the Athletic Center project value engineered and rebid in hopes of taking advantage of the current construction climate. In view of the Board's fiduciary responsibility it would like to ascertain that the final bids are within both budget and available financing before it sets a start date for construction. If our assumptions of budget and finances are realized, Brooks School will proceed with construction of the Athletic Center. The School intends to break ground late in the spring of 2003. Because the value engineering and bidding process will take us beyond our present permit expiration date of December 27, 2002, the School would be most appreciative of any consideration you afford Brooks School in the extension of said permit. Please give me a call at 978-725-6212 if you have any questions. Sincerely, �I-e:/sR.Pugh Business Manager RECEIVED OCT 282002 BUILDING DEPT, Town of North Andover Office of the Building Department Community Development and Services Division 27 Charles street North Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner December 29, 2001 Mr. Andrew W.E. Townshend Project Executive Cohimbia Construction Company 58 Concord Street North Reading, MA 01864-0220 RE: Brooks School Athletic Facility Building Permit #326 (June 27, 2001) Dear Mr. Townshend: Telephone (978) 688-9545 Fax (978) 688-9542 I have reviewed your request for an extension of the referred permit for Brooks School. Due to circumstances beyond the control of Columbia Construction Company I am extending binding permit #326 for a period of six (6) months from the date appearing thereon. The building permit willl now expire on June 27,2002 unless construction has commenced prior to that date. I look forward to working with you on this project. Yours truly, i> D. Robert Nicetta Budding Commissioner CC: Heidi Griffin Director CD&S. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 W14M Columbia Construction Company 58 Concord Street, P.O. Box 220 North Reading, MA 01864-0220 Tel: (978) 664-9500 Fax: (978) 664-8548 December 17, 2001 Mr. Robert Nicetta Building Commissioner Town of North Andover 27 Charles Street North Andover, MA 01845 Re: Brooks School Athletic Facility Dear Bob, Due to unexpected events, we are running behind schedule in the development of the plans for the Athletic Facility at Brooks School. In light of this, we request that you issue a six (6) month extension of the building permit, #326 (copy enclosed), due to expire on December 27, 2001. Thank you for your immediate attention to this request. Very truly yours, Columbia Andrew W. E. To Project Executive cc: Rick Weik File i �I Zou ER�"t en rA R•j p W u u o w a cn z 9 a .8 C w w >. v U w a R. o w" W rx cii iw a a w � a w� cn o cn `.'4 R O O � O Z � a O y o c cm I CD 0 — La E m m CL CD c CA Cc O d CL C 4 ca Cl ccC cZaM R —• C ., 0 �A� Y 0 U) U) Ir W W U) c o as c ICA C* 0 it 16- c C2 C 2 cj QQ CLC ea . jA m c �C, ioo j� N � . is E a �Lw �t v N C O m r Q O C7 O tm N m N CD 3 = �+ cm c_Cc N Y� .� C C N y Go Cl �.y0CD O mo=o cm CoQ N p m C3 geZ O. C Q y m = m:mr=...p m o f' N of CO W G � r -0 r •N C v- dt Z V O p O C y c' A m� o� ` y �� O = =tea*-m� `.'4 R O O � O Z � a O y o c cm I CD 0 — La E m m CL CD c CA Cc O d CL C 4 ca Cl ccC cZaM R —• C ., 0 �A� Y 0 U) U) Ir W W U) Date ........ el j - - o �.' -e. TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION This certifies that /..'......... .............. has permission for gas installation ............... in the buildings of,.,. I ...................... at .............. ........ North Andover, Mass. Fee...'�7.-:n . Lic. ........... GAS INSPECTOR Check 4 dig I `/ Y/ 0 MASSACHUSETTS UNIFORM APPLICATON FOR PERMIT TO DO GAS FITTING f (Type or print) Date NORTH ANDOVER, MASSACHUSETTS Building Locations r Permi t$ /U / Owner's Name O �� New ❑____ Renovation ❑ Replacement ❑ Plans Submitted ❑ (Print or type) Address Nam); of Licensed Plumber or Gas Fitter vj o Certificate Installing Company orp. ❑ Partner. ❑ Firm/Co. INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes ❑ No ❑ If you have checked M, please indica" a type coverage by checking the appropriate box. Liability insurance policy �h Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Signature of Owner or Owner's Check one: Owner ❑ Agent ❑ I hereby certify that all ofthe details and information I have submitted (or entered) in above best of my knowledge and that all plumbing work and installations po���nmd compliance with all pertinent provisions of the Massachusetts Stat y C �a xrz Title Cityamm (OFFICE USE ONLY) ❑ Plumber ❑ Gas Fitter er ❑ Journeyman sed Plumber Or Gas Fitter 9rl ( o C LICenge um e and accurate to the lication will be in Laws. 7TH FLOOR (Print or type) Address Nam); of Licensed Plumber or Gas Fitter vj o Certificate Installing Company orp. ❑ Partner. ❑ Firm/Co. INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes ❑ No ❑ If you have checked M, please indica" a type coverage by checking the appropriate box. Liability insurance policy �h Other type of indemnity ❑ Bond ❑ Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Signature of Owner or Owner's Check one: Owner ❑ Agent ❑ I hereby certify that all ofthe details and information I have submitted (or entered) in above best of my knowledge and that all plumbing work and installations po���nmd compliance with all pertinent provisions of the Massachusetts Stat y C �a xrz Title Cityamm (OFFICE USE ONLY) ❑ Plumber ❑ Gas Fitter er ❑ Journeyman sed Plumber Or Gas Fitter 9rl ( o C LICenge um e and accurate to the lication will be in Laws. Location No. r t `- �F,;,� Date I -) --2 D TOWN OF NORTH ANDOVER Certificate of Occupancy $ x� Buildin /Frame Permit Fee $ Building /Frame Permit Fee $ Other Permit Fee $ lye TOTAL $ Check # Building Inspector TOWN OF NORTH ANDOVER BUILDING DEPARTMEN STRUCnT3 APPLICATION TO CONSTRUCT REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING ;n,SP"I"v`„�,'ra'..�'}"-'x� Section for Official Use OnlF rte; BUILDING PERMIT NUMBER:pz DATE ISSUED: SIGNATURE: Buildin COmmissiOnedl or of Buildings to -� SE 1.1 Property Address: 1.2 Assessors Map and Parcel Number: C 1160 Great Pond Road" 90c, Lot 25 and Map 103, Lot 28 North Andover, MA 01845 Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: R-2 Lot Area Frontage ft Zoning District Proposed Use 1.6 BUILDING SETBACKS (ft) Front Yard Side Yard Rear Yard Required Provide Required Provided Re red Provided 30 240' 30 70 �30 .45 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zone Intommtion: 1.8 Sewerage Disposal System: Public Private ❑ Zone Outside Flood Zone R Municipal X On Site Disposal System ❑ FV10,00W? WIN_�} r 2.1 Owner of Record Broo c o -60"J'l/ALs-k, ) 1160 Great Pond Road, No. Andover, MA 01845 Na Print) Address for Service: 978-725-6246 Signature Telephone 2.2 Authorized Agent Columbia onstr c . any 58 Concord St. P.O.Box 220 No. Readin MA 01864-02d Name Pri Address for Service: 978-664-9500 Signa Telephone yv 70M ONE, 3.1 Licensed Construction Supervisor Not Applicable ❑ Mark S. Purty 073931 Address License Number 58,Concord St., P.O. Box 220 No. Readin MA ' 0$64-0220 October 20, 2002 01 Licensed Con tion Supswx0pe' 8-664-9500 Expiration Date „ Signature4 Telephone 3.2 Regi ed Home Impro ntractor Not Applicable )FIX N/A Registration s r Company Name Address Expiration Signature Telephone v Y O 1 M Z O Z M ''z IN I� Andrew Townshend as WMr/Authorized Agent Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. 1. Signed under the pains and penalties of perjury Andrew Townshe Print Na7,�, ILl bl Signature of /Agent Date ;.,` . Item i` - J r.SYh 'f✓.ilFiW'yii. h ` Estimated Cost (Dollars) ) to be Completed by permit applicant g. 1. Building (a) Building Permit Fee $10,6092t000 Multiplier 2 Electrical ? (b) Estimated Total Cost of o $90G, ` Construction from (6) 3 Plumbing $400,000 . Building Permit fee (a) x (b) 84rG©vep " 4 Mechanical (HVAC) $1,000,000 5 Fire Protection $100,000 6 Total (1+2+3+4+5) $13,000,000 Check Number 09 373c, ( ! C f• ffl' } S V Yk t f GG,, ti e5f..� ys l�J � f[ 'il .3((}Hyl * k:faay jfY �.. 'i+ ♦ F ( ftt-.)$ ,2 ,., ;��'c.: y N ` Av "'ii t 5, t tl ,. jE .'�1 j `. U 1.:. 7 ( t t i� [3 g NxtL���ttT}" ii; NO. OF STORIES SIZE two (2) BASEMENT OR SLAB Slab SIZE OF FLOOR TIMBERS 1ST2ND 3RD SPAN " DEMENSIONS OF SILLS DEMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS Varies Varies SIZE OF FOOTING Varies X MATERIAL OF CHIMNEY N/A IS BUILDING ON SOLID OR FILLED LAND Solid IS BUILDING CONNECTED TO NATURAL GAS LINE Yes l { JjN`>•+ 3rn /fyl�"- S' ti`s, s ^. t t, #`• ,' .t.w+� i F 6 '� 3 k <,i+ 4;, 1 . �. �'� 4 Y yr _ OtU1r181A Cnstruction Company 58 Concord Street, P.O. Box 220 North Reading, MA 01864-0220 Tel: (978) 664-9500 Fax: (978) 664-8548 TO North Andover-Building'Department 2TCharle4Street North Andover, MA 01845 GENTLEMEN: WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of letter ❑� Attached ❑ Prints ❑ Change Ordei ❑ Under separate cover via ❑ PlansFl- LETTER OF TRANSMITTAL DATE June 27, 2001 JOB NO 1006 ATTENTION Bob Nicetta Building Commissioner RE: BROOKS SCHOOL ATHLETIC FACILITY Completed Building Permit Application 1 06/19/01 Completed Form U Release Form the following items: ❑ Samples ❑ Specifications COPIES DATE NO DESCRIPTION 1 06/14/01 Completed Building Permit Application 1 06/19/01 Completed Form U Release Form 2 02/23/01 Complete Sets of Construction Drawings Dated February 23, 2001 THESE ARE TRANSMITTED as checked below: El For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE ❑ Approved as submited ❑ Approved as noted ❑ Returned for corrections 20 ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Enclosed is the complete building permit application and associated documents for your use in issuing a building permit for the Brooks School Athletic Facility. If enclosures are not as noted, kindly notify us at once. Sent By: COLUMBIA; X978 664 2576; Jun -19-01 2:29PM, Page 1/1 i FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits f-om Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirement FILLS OUT THIS SECTION"" APPLICANT Columbia Construction Company PHONE 978-725-6212 or Brooks School Athletic Facility LOCATION: Assessor's Map Number 90C PARCELLot 25,25, 'Map 10 SUBDIVISION. LOT (S) STREET 1160 Great Pond Koad, No. Andover, MA ST. NUMBER 116& -,,,,,*,*******#,►**,.,t..******�,**.�"**OFFICIAL. USE ONLY""'"***""►,„*.,.;'"'' ,*""""*x*x RECOMMENDATIONS OF TOWN AGENTS: k—C4SLE�RVATION ADMINISTRATOR DATE APPROVED [TATE REJECTED COMMENTS. TT COMMENTS FOOD INSPECTOR -HEALTH DATE APPROVED DATE REJECTED_ DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED ✓t COMMENTS " PUBLIC WORKS - SEWERMATER CONNECTIONS / � Gam' nRIVEWAY PERMIT A FIRE DEPARTMENT V4- RECEIVED SY BUILDING INSPECT Revised 9k97 im DATE ' i O l OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER '•� CONSTRUCTION CONTROL PROJECT NUMBER: 1832.00 PROJECT TITLE: Brooks School New Athletic Center PROJECT LOCATION: 116 Great Pond Road, North Andover, MA NAME OF BUILDING: Brooks School Athletic Facility NATURE OF PROJECT: Recreation Facility IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUIL ING CODE, I, _FiiQi�,J-Dh� REGISTRATION NO. 3 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT .E ARCHITECTURAL Z STRUCTURAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER (SPECIFY) MECHANICAL ❑ FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACdEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING INACCOPDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the.stage of construction to become, generally familiar with, the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. �StGtvAT E SUSSCP.I �dA N., SWOI ?T BEFORE ME THIS 1-27'11 DAY OF NOTARY PUBLIC LI1,,A MY COMMISSION EXPIRES_: at .. OFFICE OF BUILDING INSPECTOR = TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: 1832.00 PROJECT TITLE: Brooks School New Athletic Center PROJECT LOCATION: 116 Great Pond Road, North Andover, MA NAME OF BUILDING: Brooks School Athletic Facility NATURE OF PROJECT: Recreation Facility IN jCCCORD WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, 1, 1 W1,� REGISTRATION NO. 389 (00 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL R MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT. TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the .stage of construction to become, generally familiar with- the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLEETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. ��10N-Qk je —&�tu�� * TPR12 SUBSCRIBED AND SWOR O FOR ME THISDAY OF tkey �� 0 ire, NOTARY PUBLIC MY COMMISSION EXPIRES__j n v lIT,V b L",Irtlin-Rwinbrook Ynsurauce Age 400A Franklin Street Braintree, MA 02184 Columbia Construction Company PO Box 220 58 Concord Street North Reading, NA 01864 UNL,Y AND CONFERS NO RIGHTSI I rK OF 'RMCAT HOLDER- THIS CERTIFICATE DOES NOT Aplt Np CEEXTEND R ALTER Tlit: COVERAGE AFFORDED BY THE POl.ictEs BELOW. COMPANY A C%-= &Forster coraPANy B Safety indemnity 00 CANY - Cigna OOWMY D INDICATED, NO -. ' wAJ`r.4 UI'MURANCE USTED 2FLOW NAVE BEEN ISSUED TO THE INSURED 1WPfHSSSUED G ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACTOR C ATE MAY BE ISSUED (CLUS' OTHER ppC�� �OVE�S � TOpV�C TM0� OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUpEs DESCRIBED IXCLUSIONS AND CONDITIONS OF SUCH POUgES. UmITS SHOWN MAY HEREIN ►S SUBJECT TO arV-L THE TERMS, co HAVE BEEN REDUCED BY PAID CLAIMS LTR TYPE OF INSURANCE POUCYNUKNR POLICYIEFFECIM ANY AUTO GENEALLUMUTY DATE(MK'WM DA R(HUm Yy) UWi3 AUTaONLY -EAACCIDENT A X COWERCtALQENERALLJAgILrTyERAI.AGGRIcGATE is 2 000 cLAIMS MADE ❑X OCCUR PR� �-COMP/OPAGQ ooa 5031797391 1 000 0pNT OMOrS8UMRSONALAADVIN.IURY 'SPRO. 1/01/01 1/01/02 PER 000 � 1 000 X JaSx Eroject atrgr EACHOOOURRENCE s 1 000 000 000 FAEDAMAGE (grya+•ftp> S 300 AUTOIliOt�p (Lq�Ry 000 B ANYAUrO INeDQcplAnya,,,p,,,a,) i 15 000 ALLOW ED Auras COMBMrEDSISELIMIT s 1,000,000 EACJIAOCEEW X S0*bUI.EDAUT0S 1603907 eooaYwNRY X HIREDAUrOS 1/Ol/0l 1/01/02 ) 3 X NON -OWNED AUTOS OODILYINJURY acEbS LIABILITY (Per 31 r AGGREGATE GARAGEurOUrY PROPERJYDAMAGE Si ANY AUTO AUTaONLY -EAACCIDENT I ------------ OTHER THAT/ AUiO ONLY: EACJIAOCEEW SI acEbS LIABILITY AGGREGATE S I A X uMSREw►roRM 5530810068 OT"MTHAN 1/01/01 BCH NC -E $1-0 0 0 0C0C UMBRELLAFOM 1/01/02 AGGREGATE $110 000 OOMION AND oa uAwUw ABIurY $ C THEPROPF2IE7pp/ X TORY L iurrB O�OUITYE uL C4317724200a 1/01/01 EAGTACCIDENr I :100 00 EXCL aTII 1/01/02 ELD4EASEpOUCy .LaArr $ l500zzm-,00 ELDISEASE -�1°"PL� s I :100 00 OPTION OP TION TgN$fypa ITEMS Brook School Athletic Facility, North Andover, Z, FAX: 978 664-2576 Brook School LAI—. LD ANY OF �IHE AeOVE DESCMOW POS 1160 Gzeat Pond Road AMON UE CARCR DATE B FnRE 711E THEREOF, THE ISSUING C0IIPATrY Nq(L VOR TO MAIL North ATuiover, MA 01845 _oars INRIITErI Hansa= TO THE CERTIFICgrE HOI.OER NAME TO THE LEFT, AR.UIM TO MAIL SUCH NOTICE SHALL IMPOSE NO O$LI(',A OR LIABILIiy NY IOND UPON THE OOLIPANY, 115 � -__ ASS OR e�w� taws _ .. lU1NdSJ1`l7 I / t a0vd oo t seb6I 6G : Q I SNI NO0a8N I M1 -N I1an3 : N0ad S b : 60 i O -S i -Nnr • •• _ _ _ The .Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Name Please Print Name: Location: City Phone # F -1 I am a homeowner performing all work myself. aI am a sole proprietor and have no one working in any capacity aI am an employer providing workers' compensation for my employees working on this job. Companv name: Address City: Phone #: Insurance Co. Policy # Company name: Columbia Construction Company Address 58 Concord Street City No Reading, MA 01864 Phone #: 978-664-9500 Insurance Co ACE -Cigna Policy # C4317724200 Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one years' imprisonment as w as civil alti ig*gform of a STOP WORK ORDER and a fine of ($100.00) a day against me. I understand that a cop thi st a ar o the Office of Investigations of the DIA for coverage verification. I do hereby ceyly under 11 i24 enalties oxxry that the information provided above is true and ccrrect. Si natur� 4 X y�z Date June 15, 2001 9 � tom- -�— Print name Andrew Townshend-" Phone # 978-664-9500 Official use only do not write in this area to be completed by city or town cfficial City or Town Permit/Licensino ❑ Building Dept r-] Check if immediate response is required ❑ Licensing Board ❑ Selectman's Office Contact perscn: Phone # ❑ Health Department ❑ Other DATE: 2/12/2001 JOB TITLE: WATER SUPPLY DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 C:\HASS72\BROOKS\FINAL.SDF SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 84.0 68.0 1187.0 81.6 429.5 68.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 429.5 GPM 100.0 GPM 0.0 GPM 329.5 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 230.0 K= 5.60 11.2 18.8 2 230.0 K= 5.60 12.8 20.0 3 229.0 - - - - 13.5 - - - 4 227.0 K= 5.60 15.5 22.1 5 224.0 K= 5.60 20.1 25.1 6 221.0 K= 5.60 24.2 27.6 7 218.0 K= 5.60 31.9 31.7 8 217.0 - - - - 34.7 - - - 9 230.0 K= 5.60 10.3 18.0 10 227.0 K= 5.60 12.9 20.1 11 224.0 K= 5.60 19.4 24.6 12 221.0 K= 5.60 24.1 27.5 13 218.0 K= 5.60 29.6 30.5 14 217.0 - - - - 34.7 - - - 15 221.0 K= 5.60 31.4 31.4 16 218.0 K= 5.60 33.1 32.2 17 217.0 - - - - 35.0 - - - 18 217.0 - - - - 45.4 - - - 19 203.0 - - - - 54.0 - - - 20 194.5 - - - - 57.8 - - - 21 190.0 - - - - 60.9 - - - 22 190.0 - - - - 70.9 - - - 23 188.0 - - - - 72.2 - - - 24 192.0 - - - - 71.0 - - - SOURCE 198.0 SOURCE 68.4 329.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/2/2001 C:\HASS72\BROOKS\FINAL.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -18.8 1.049 PL 9.00 PF 1.8 1 230.0 5.6 11.2 18.8 7.0 120 FTG ET PE 0.4 3 229.0 0.0 13.5 0.0 0.116 TL 16.00 PV 0.3 Pipe: 2 -20.0 1.049 PL 2.00 PF 0.3 2 230.0 5.6 12.8 20.0 7.4 120 FTG ---- PE 0.4 3 229.0 0.0 13.5 0.0 0.131 TL 2.00 PV 0.4 Pipe: 3 -38.8 1.380 PL 10.00 PF 1.2 3 229.0 0.0 13.5 0.0 8.3 120 FTG ---- PE 0.9 4 227.0 5.6 15.5 22.1 0.117 TL 10.00 PV 0.5 Pipe: 4 -60.9 1.380 PL 12.00 PF 3.2 4 227.0 5.6 15.5 22.1 13.1 120 FTG ---- PE 1.3 5 224.0 5.6 20.1 25.1 0.268 TL 12.00 PV 1.1 Pipe: 5 -86.0 1.610 PL 12.00 PF 2.9 5 224.0 5.6 20.1 25.1 13.5 120 FTG ---- PE 1.3 6 221.0 5.6 24.2 27.6 0.240 TL 12.00 PV 1.2 Pipe: 6 -113.5 1.610 PL 12.00 PF 6.4 6 221.0 5.6 24.2 27.6 17.9 120 FTG E PE 1.3 7 218.0 5.6 31.9 31.7 0.401 TL 16.00 PV 2.2 Pipe: 7 -145.2 2.067 PL 2.50 PF 2.3 7 218.0 5.6 31.9 31.7 13.9 120 FTG T PE 0.4 8 217.0 0.0 34.7 0.0 0.187 TL 12.50 PV 1.3 Pipe: 8 -18.0 1.049 PL 12.00 PF 1.3 9 230.0 5.6 10.3 18.0 6.7 120 FTG ---- PE 1.3 10 227.0 5.6 12.9 20.1 0.107 TL 12.00 PV 0.3 Pipe: 9 -38.1 1.049 PL 12.00 PF 5.2 10 227.0 5.6 12.9 20.1 14.2 120 FTG ---- PE 1.3 11 224.0 5.6 19.4 24.6 0.429 TL 12.00 PV 1.3 Pipe: 10 -62.8 1.380 PL 12.00 PF 3.4 11 224.0 5.6 19.4 24.6 13.5 120 FTG ---- PE 1.3 12 221.0 5.6 24.1 27.5 0.284 TL 12.00 PV 1.2 Pipe: 11 -90.2 1.610 PL 12.00 PF 4.2 12 221.0 5.6 24.1 27.5 14.2 120 FTG E PE 1.3 13 218.0 5.6 29.6 30.5 0.262 TL 16.00 PV 1.4 Pipe: 12 -120.7 1.610 PL 2.50 PF 4.7 13 218.0 5.6 29.6 30.5 19.0 120 FTG T PE 0.4 14 217.0 0.0 34.7 0.0 0.449 TL 10.50 PV 2.4 Pipe: 13 -31.4 1.610 PL 12.00 PF 0.4 15 221.0 5.6 31.4 31.4 4.9 120 FTG ---- PE 1.3 16 218.0 5.6 33.1 32.2 0.037 TL 12.00 PV 0.2 DATZ: 2/2/2001 JOB TITLE: PIPE TAG END ELEV. NODES (FT) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 C:\HASS72\BROOKS\FINAL.SDF Q(GPM) DIA(IN) LENGTH PRESS. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. (K) (PSI) Pipe: 17 FL/FT 16 218.0 5.6 17 -63.6 217.0 0.0 2.50 Pipe: 18 33.1 17 10.0 217.0 0.0 14 PE 217.0 0.0 0.0 Pipe: 19 TL 14 PV 217.0 0.0 8 120.8 217.0 0.0 14.00 Pipe: 20 35.0 8 5.2 217.0 0.0 18 PE 217.0 0.0 0.0 Pipe: 21 TL 18 PV 217.0 0.0 17 0.1 217.0 0.0 14.00 Pipe: 22 34.7 18 0.0 217.0 0.0 19 PE 203.0 0.0 0.0 Pipe: 23 TL 19 PV 203.0 0.0 20 -145.1 194.5 0.0 354.00 Pipe: 24 34.7 20 6.3 194.5 0.0 21 PE 190.0 0.0 0.0 Pipe: 25 TL 22 PV 190.0 0.0 21 184.4 190.0 0.0 215.00 Pipe: 26 45.4 22 8.0 190.0 0.0 23 PE 188.0 0.0 0.0 Pipe: 27 TL 23 PV 188.0 0.0 24 -329.5 192.0 0.0 34.00 Pipe: 28 45.4 (PSI) (GPM) FL/FT (PSI) -63.6 1.610 PL 2.50 PF 1.4 33.1 32.2 10.0 120 FTG T PE 0.4 35.0 0.0 0.137 TL 10.50 PV 0.7 120.8 3.068 PL 14.00 PF 0.3 35.0 0.0 5.2 120 FTG ---- PE 0.0 34.7 0.0 0.019 TL 14.00 PV 0.2 0.1 3.068 PL 14.00 PF 0.0 34.7 0.0 0.0 120 FTG ---- PE 0.0 34.7 0.0 0.000 TL 14.00 PV 0.0 -145.1 3.068 PL 354.00 PF 10.7 34.7 0.0 6.3 120 FTG 3ET PE 0.0 45.4 0.0 0.027 TL 390.00 PV 0.3 184.4 3.068 PL 215.00 PF 10.4 45.4 0.0 8.0 120 FTG 2ET PE 0.0 35.0 0.0 0.043 TL 244.00 PV 0.4 -329.5 4.026 PL 34.00 PF 2.6 45.4 0.0 8.3 120 FTG 2ECG PE 6.1 54.0 0.0 0.033 TL 78.00 PV 0.5 -329.5 6.065 PL 8.50 PF 0.1 54.0 0.0 3.7 120 FTG E PE 3.7 57.8 0.0 0.005 TL 22.50 PV 0.1 -329.5 6.065 PL 154.00 PF 1.1 57.8 0.0 3.7 120 FTG 4EC PE 1.9 60.9 0.0 0.005 TL 242.00 PV 0.1 FIXED PRESSURE LOSS DEVICE 70.9 0.0 10.0 psi, 329.5 gpm 60.9 0.0 -329.5 6.065 PL 80.00 PF 0.5 70.9 0.0 3.7 120 FTG T PE 0.9 72.2 0.0 0.005 TL 110.00 PV 0.1 -329.5 6.065 PL 100.00 PF 0.5 72.2 0.0 3.7 120 FTG E PE -1.7 71.0 0.0 0.005 TL 114.00 PV 0.1 -329.5 6.065 PL 6.00 PF 0.0 24 192.0 0.0 71.0 0.0 3.7 120 FTG ---- PE -2.6 SOURCE 198.0 SRCE 68.4 (N/A) 0.005 TL 6.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 7.2 computer program under license no. 3807009570 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/2/2001 C:\HASS72\BROOKS\FINAL.SDF JOB TITLE: (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.087 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 19.0 ft/sec at pipe 12. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 DPVly NPTee 10.00 Diameter 10.00 Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 D N DPVly NPTee 10.00 5.00 10.00 6.00 10.00 8.00 10.00 10.00 10.00 15.00 10.00 20.00 19.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATZ: 2/2/2001 C:\HASS72\BROOKS\FINAL.SDF JOB TITLE: WATER SUPPLY ANALYSIS 120.0 SIZ0"1] G A U G 80.0 E P R E 60.0 S S U R E p s i mewo 20.0 1 Static: 84.00 psi Resid: 68.00 psi Flow: 1187.0 gpm 12 -14.7 1 1 1 1 1 1 1 1 1 I LEGEND 1 Available pressure 81.56 psi @ 429.5 gpm 2 Required pressure 68.43 psi @ 429.5 gpm 40(600800 1000 1200 1400 1600 1800 2000 FLOW (GPM) BOARD OF BUILDING REGULATIONS i h License: CONSTRUCTION SUPERVISOR i Number 'GSA 073931 Birthdat 10120/1962 r t=xpirss° 10720/2002 Tr. no: 73931 1�etticted To: 00 j MARK S PURTY ' i 70 MUSKET DRIVE! NASHUA, NH 03062 Administrator f f 6ENERAL THE EXISTING 5UILDIN6, A HOCKEY RINK, WILL BE TREATED A5 A SEPARATE BUILDING BY INSTALLING A NEW 244OUR FIREWALL BETWEEN IT AND THE NEW ATHLETIC FACILITY. OCCUPANCY USE GROUP, CONSTRUCTION TYPE AND FIRE RE51STANT DE516N5 ARE BASED ON THE FOLLONIN6 CODES : 1. THE COMMONWEALTH OF MASSACHU5ETTS STATE BUILDING CODE. (HSBC), SIXTH EDITION A. OCCUPANCY USE GROUP: 1. PER M550, A-3 B. • CONSTRUCTION TYPE: I. PER THE M550, TYPE 25, PROTECTED G. FIRE PROTECTION SYSTEM: 1. PER M55G, SECTION 904.2, AUTOMATIC FIRE SUPPRESSION SYSTEM REQUIREI D. AREA AND 1E16HT RE5TRICTION5: I. PER MSEC, TABLE 503: HE16HT = 3 STORIES, 40 FEET AREA = 13,125 S.F. 2. ALLOWABLE IE16HT INCREASES PER MSBC 504.2: 1NCREA5E HEI644T LIMITATION BY 1 STORY AND 20 FEET. FOR AUTOMATIC SPRINKLER SYSTEM THEREFORE, MAXIMUM ALLOWABLE HEIGHT = 4 STORIES, 60 FEET EXCEEDS NEW ATHLETIC FACILITY, 2 STORIE5, 40 FEET. 3. ALLOWABLE AREA INCREA5E PER M5130 506.2 AND 506.3: THE BASE AREA MULTIPLIER 15 4.04 BASED ON THE INCREASE FOR n PERCENT OPEN PERIMETER AND AUTOMATIC SPRINKLER. THEREFORE, MAXIMUM ALLOWABLE AREA = 13,125 X 4.04 = 55,025 S.F. EXCEEDS TOTAL FIRST FLOOR AREA OF 52,320 S.F. E. NUMBER OF EXITS REQUIRED: I. PER MSBC, TABLE 1010.2: 4 EXITS REQUIRED ON FIRST FLOOR 2. PER M550, TABLE 1010.2: 3 EXITS REQUIRED ON SECOND FLOOR F. MAXIMUM LENGTH OF EXIT ACCESS TRAVEL: I. PER MSBC, TABLE 1006.5: 250 FEET (NITH SPRINKLER SYSTEM) 6. MAXIMUM LENGTH OF DEAD-END CORRIDOR: 1. PER M556, 1011.2: 20 FEET E. FIRE RESISTANCE RA nN65 ( STRUCTURAL ELEMENTS PER BUILDING CODE REfERENGED 1 ITEM FIRE RATING OM16N ASSEMBLY EXTERIOR WALLS I HOUR WA LOAD BEARING EXTERIOR WALLS ' 0 HOURS WA NON -LOAD BEARING I H XR WITHIN 5 FLET OF EXIST. FIRE AND PARTY WALLS 2 HOUR UL DES16N NO. U405 W/ w GONG. BLOCK FIRE SEPARATION A56EMBLIESt HORIZONTAL EXIT SEPARATION 2 HOUR PER 1019.2 FIRE ENCLOSURE OF EXITS I HOUR PER 1014.11 UL DE516N NO. 0405 W/ 6' GONG. BLOCK SHAP75 (OTHER THAN EXITS) AND 2 HOUR PER 1103 UL DES16N NO. U405 ELEVATOR HOISTHAYS W/ 6' GONG, BLOCK MIXED USE AND FIRE AREA SEPARATIONS OTHER SEPARATION A65EMBLIES I HOUR UL DE516N NO. U4O5 W/ 6' GONG. BLOCK ENCAE- FIRE PARTITIONS, EXIT ACZE55 CORRIDORS O HOURS PER 1011.4 P TYPES AS INDICATED ON FLOOR PLANS DWELLING UNIT AND 6UEST WA` ROOM SEPARATIONS WA SMOKE BARRIERS I HOUR OTHER NON -LOAD BEARING 0 HOURS WA PARTITIONS IN& MORE I HOUR SUPFORINTERIOR WA LOAD BEARING WALLS, THAN ONE FLO LOAD BEARING PARTITIONS, COLUMNS, GIRDERS, TRU5SE5 (OTHER THAN ROOF SUPPORTING ONE TRUSSES) a FRAMING FLOOR ONLY OR I HOUR WA A ROOF ONLY STRUCTURAL N�R SUPPORTING WALL 1 HOUR FLOOR CONSTRUCTION INCL BEAMS I HOUR ROOF C40MTRUGTIOK INCL BEAM5, O HOUR MORE THAN 15 FEET TRUSSES AND FRAMING, ARCHES i ROOF DECK IN HEIGHT TO LOWEST I HOUR (LESS THAN 15 FLET im i—m- oc a TA Leve—ST ...1 ;.12, .. .: USE DESCRIPTION LOAD OCCUPANT OFFICE/CIRC. AREA FACTOR LOAD FIRST FLOOR 1,461 5F 50 150 OFFICE/GIRC. 5,4215E ICO 60 6YMNA5IUM 21,450 SP 15 1464 LOCKERS 6,940 SF 50 134 MECHANICAL 2,161 SF 300 8 FITNESS (ATH.TRN6, FR. NC*M 6,51.1 SF 50 16? AND ST49K. J'f; TOTAL 45,515 SF 1636 SECOND FLOOR DESCRIPTION 103.IA TWO LEAVES, 66" CLEAR OFFICE/CIRC. 1,640 SF 100 In 5WA5H COURTS 1,461 5F 50 150 FITNE55 (CARDIO) 1136 5F 50 25 WRE5TLIN6 5,156 5F 15 213 RUNNING TRACK 6x463 5F 50 130 STORAGE '666 5F 300 3 TOTAL 25.610 5F 546 811IT CAPACITY OCCUPANT EXIT CAPACITY PROVIDED LEVEL LOAD DOORWAYS STAIRS TOTAL FIRST FLOOR 1636 2265 226 2441 SECOND FLOOR 546 1354 226 1565 EW CAPACRY CALCULA'ipN6 (V51N6 LEAST CAPACITY OF STAIRS OR DOORWAYS IN PATH OF TRAVEL U51N6 FACTORS OF .15 FOR DOORWAY5 AND .2 FOR STAIRS) FIRST FLOOR CAPACITY PROVIDED DOOR N0. DESCRIPTION 103.IA TWO LEAVES, 66" CLEAR 103.15 TWO LEAVES, 66" CLEAR 1465 TWO LEAVES, 66" CLEAR 148E TWO LEAVES, 66" CLEAR 148F TWO LEAVES, 66" CLEAR STAIRS DESCRIPTION #4 34" CLEAR DOOR WIDTH SECOND FLOOR CAPACITY PROVIDED DOOR � NO. A DESCRIPTION TWO LEAVES, 66" CLEAR TWO LEAVES, 66" CLEAR TWD LEAVES, 66" CLEAR CAPACITY 453 OCCUPANTS 453 OWPANT5 453 OCCUPANTS 453.000UPANTS 453 OGGUPANT5 CAPACITY 226 OGGUPANTS CAPACITY 453 OCCUPANTS 453 OCCUPANTS 453 OCCUPANT5 STAIRS DESCRIPTION CAPACITY . #1 34" CLEAR DOOR WIDTH 226 OCCUPANTS .. .. .. on an an . .. .. .. .. .. on . .. ■■ no an ■■ we . iii I HOUR SMOKE PARTITION NEN I HOUR FIRE PARTITION EXISTING I HOUR FIRE PARTITION NEN 2 HOUR SMOKE PARTITION MEN 2 HOUR FIRE PARTITION EXISTING 2 HOUR FIRE PARTITION SUITE LIMITS F.E.G. RECEF" FIRE EXTIN6UISI'ER AND CABINET AF.E. SURFACE MOUNTED FIRE EXTIN6 JISFER 120 EXIT CAPACITY PRIMARY PATH OF E6RES5 NOTE= REFER TO ELECT. DRAHIN65 FOR EXIT SIGN LOCATIONS PLAN REYM DATA 5L)ILDIN6 AREA (6RO55): FIRST FLOOR 5220 5F SECOND FLOOR 501566,5F TOTAL AREA: 82,6205E OFFICE OF BUILDING INSPECTOR • TOWN OF NORTH ANDOVER '•' CONSTRUCTION CONTROL PROJECT NUMBER: 1832.00 PROJECT TITLE: Brooks School New Athletic Center PROJECT LOCATION: 116 Great Pond Road, North Andover, MA NAME OF BUILDING: Brooks School Athletic Facility NATURE OF PROJECT: Recreation Facility IN ACCORDANCE WIT ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, dWl.�1� REGISTRATION NO. ',-321.1 -Z-- BEING BEING A REGISTERED PROFESSIONAL ENGINEERIARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL 121 OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING INACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the..stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SI NAT RE SUBSCRIBED AND SWORN TO FO T DAY OF NOTARY PUBLIC MY COMMISSION EXPIRES 3z��/,) f OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL 1,,K WYE, PROJECT NUMBER: 1832.00 PROJECT TITLE: Brooks School New Athletic Center PROJECT LOCATION: 116 Great Pond Road, North Andover, MA NAME OF BUILDING: Brooks School Athletic Facility NATURE OF PROJECT: Recreation Facility WITH ART]qLg 116 OF THE MASSACHUSETTS STATE BUILDING CODE, 1�P V-ro REGISTRATION NO. '3 ZO-5 S BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL'*9 FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFiCATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACdEPTASLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN'ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the _stage of construction to become, generally familiar with- the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. .I•Y! SIGNAT RE SUBSCRIBED AND SWORN T F E E T DAY OF � �� I NOTARY PUBLIC MY COMMISSION EXPIRES, PROJECT NUMBER: 1832.00 PROJECT TITLE: Brooks School New Athletic Center PROJECT LOCATION: 116 Great Pond Road, North Andover, MA NAME OF BUILDING: Brooks School Athletic Facility NATURE OF PROJECT: Recreation Facility IN A CORDANCE WITHTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, ockwood I i5-'u✓arh REGISTRATION NO. 39633 FP BEING A REGISTERED PROFESSIONAL ENGINEERIARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE. SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACdEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the .stage of construction to become, generally familiar with, the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND REACINESS OF THE PROJECT FOR OCI;,i ANCY./ JIVIVIII VRC , SUBSCRI N?Z;g BEFORE ME-(HIS�DAY OF R1A2c.t+ � ave 1 NOTARY PUBLIC II�Y COMMISSION EXPIRE _PETER C. R L Commonwealth of Massachusetts My Commission Eroires November 15 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: 1832.00 PROJECT TITLE: Brooks School New Athletic Center PROJECT LOCATION: 116 Great Pond Road, North Andover, MA NAME OF BUILDING: Brooks School Athletic Facility NATURE OF PROJECT: Recreation Facility IN A CORDANCE WITHTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, ockwood I i5-'u✓arh REGISTRATION NO. 39633 FP BEING A REGISTERED PROFESSIONAL ENGINEERIARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE. SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACdEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the .stage of construction to become, generally familiar with, the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND REACINESS OF THE PROJECT FOR OCI;,i ANCY./ JIVIVIII VRC , SUBSCRI N?Z;g BEFORE ME-(HIS�DAY OF R1A2c.t+ � ave 1 NOTARY PUBLIC II�Y COMMISSION EXPIRE _PETER C. R L Commonwealth of Massachusetts My Commission Eroires November 15 03/09/2001 15:43 7256261 TRAILER PAGE 03 OCMULGEE ASSOCIATES, INC. Consulting Structural Engineering 317 High Street, Ipswich, Massachusetts 01938 Voice: (978) 356-7833 Fax: (978) 356-3465 E -Mail: ocmulgee@tiae.net March 5, 2001 Mr. D. Robert Nicetta, Building Commissioner Building Department Community Development & Services 27 Charles Street North Andover, Massachusetts 01845 Reference: Brooks School New Athletic Facility - Peer Review OA File 21005 Dear Mr. Nicetta: In accordance with Section 110.11 of the Massachusetts State Building Code, 6°t Edition (780 CMR), I, Wayne C. King, P.E. of 0cmulgee Associates reviewed the structural construction drawings 5001 through 5405 (17 sheets) dated February 23, 2001 and prepared by CannonDesign. I found that the design of the primary structure and its foundations is conceptually correct and conforms with the Code. There are no major errors in the design. My engineering review was in accordance with the requirements of Appendix 1, paragraph I-3 of the Code. There are no disputed issues or disagreements with the engineer of record. Wa� C. King, P. Mass. P.E. No. 27 ,94/G2/?001 16:06 7256261 TRAILER l.olillIRUMTY 11CV14l.VPU&CMt AMU.63CA Vl%,� "ALYWRvu William J. Scott Division Director . 27 Charles Street Heidi Griffin NQrth Andover Massachusetts Plannirig Amdor Any appeal sho l be filed. Within (20) days after the Date of filing this Nonce YA the Office of 'the Town Clerk Notice of Decision �����PAGE 04 �4-- i Telephone (978) 688-9535 Pax (918) 688-9542 ir- -53 x Q Cr Date: March 15, 2001 Date of Hearing: February 6, 2001 & March 13, 2001 Petition of: Brooks School 1160 Great Pond Road North Andover, MA 0.1845 Premises affected: 1160 Great Pond Road Referring to tho above petition for a special permit from the requirements of the North Andover Zoning Bylaw Sections 8.3, 10.3 and 10.31. So as to allow: the construction of a 102,000 total sq. ft. new athletic facMty. After a public hearing given on the above date, the Planning Board voted to APPROVE the Special Permit for Site Plan Review, based upon the following conditions: CC: Applicapt Engine@r Abutters DPW - Building Department Conservation Department Health Department ZBA► Signed CtAi1� Alison Lescarbeau Chairman John Simons, Vice Chairman Alberto Angles, Clerk Richard Nardella Richard Rowen BOARD Or APPEALS 688-9541 BUILDINGS 688-9545 CONSERVATION 688.9530 ke4LM 6889540 FWASTING 698-9535 •04/0212001 16:06 7256261 TRAILER PAGE 05 Site plan RevYew - apeciai rCA,uat 1160 Great Pond Road — Brooks School — Athletic Facility The Planning Board herein approves the Special Pertnit/Site Plan Review for the construction of a two-story, 102 square foot athletic facility.. This buildings. is located in the R-2 Zonipg District. This Special Permit was requested by Brooks School, 1160 Great Pond RQ,* North Andover, MA 01845. This application was filed with the Planning Board on January 5, 2001. The applicant submitted a complete- application which was noticed and reviewed in accordance with Sections 8.3, 10.3, and 10.31 of the Town of North Andover Zoning Bylaw and MGL c.40A, sec. 9 The Planning Board makes the following findings as required by the North Andover Zoning Bylaws Section 8.3 and 10.3_ FVWHIGS OF FACT: 1.The specific site is an appropriate location for the project as it is located in the R-2 Zone and involves the constriction of permitted uses within this Zone. 2. The use as &veloped will not adversely a$;ect the neighborhood as a sufficient buar has been provided. The overall layout of the. site has been designed to focus on traditional architecuxre and provide site amenities designed at a pedestrian scale. 3. There will, be no nuisance or serious hazard to vehicles or pedestrians. . 4. The landscaping approved as a part of this plan meets the requirements of Section 8.4 as amended by the planning Board, ofthe North Andover Zouing Bylaw; 5. The site drainage system is designed in accordance with the Town Bylaw requirements and has been reviewed and approved by the Outside Consulting Engincer, Vanasse, ]Flanging' Brustlin, Inc.; 6. The applicant'has met the requirements of the Town for Site Plan Review as stated in Section 8.3 of the Zoning Bylaw. 7. Adequate and appropriate. facilities will be provided for the proper operation of the proposed use. . The facility will be connected to the municipal sewer system in the Town ofNorth Andover. 8. The proposal is not located within the Watershed Protection District. ]Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.35 but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: 04/02/2001 16:06 7256261 TRAILER PAGE 06 SPECIAL, 0U4Jf (Li11V14C': 1. Prior to the endorsement of the plans by the Planning Board, the appEcant must comply with the following conditions: a) The final plan must be reviewed and approved by the Town Planner and subsequently endorsed by the Planning Board. The final plans must be submitted for review within ninety days of filing the decision with the Town Clerk. b) A bond in the amount of fifteen thousand ($7.5,000) dollars must be posted for the purpose of insuring that a final as -built plan showing the location of all on-site utilities, structures, curb cuts, parking spaces, topography, and drainage facilities is submitted. The bond is also in place to kmire that the site is:construcLed in accordance with the approved plan. As this project involves the expansion of an existing non-profit organization in North Andover, at this location the Planning Board will allow an alternate form of security to be posted. The form of security must be acceptable to the Planning Board. 2. Prior to the start of construction: a) Dusting construction, the site must be kept clean and swept regularly. b) A, construction schedule shall be submitted to the Planning Staff for th,e purpose of tracking the construction and informing the public of anticipated activities on the site. 3. Prior to FORM U verification (BYuldiing Perx it Issuance): a) The Planning Board must endorse the final site plan mylars and three (3) copies of the signed plans must be delivered to the Planning Department. b) One certified copy of the recorded decision must be submitted to the Planning ng Department. 4. Prior tq verification of the Certificate of Occupancy: a) The applicant mast submit a letter from the architect and engineer of the project stating that -the building, signs, landscaping, lighting and site layout substatltially comply with the playas referenced at the end of this decision as endorsed by the planning Board. N 04/02/2001 16:06 7256261 TRAILER PAGE 07 V f l uG i{py"LaU 1. 3LM Lu u1GLG W U= IUUV VVUI , 104UUMM LS V1 UW 1VU1'LU Andover Fixe Department and the North Andover Building Department: 1) All structures must contain a, commercial fire sprinkler systerm The commercial fire sprinkler systems must be installed in accordance with referenced standard NFPA 13D and in accordance with 780 CMR, Chapter 9 of the Massachusetts .State Budding Code.. Certification that the systems have been installed properly m accordance with the above referenced regulations must be provided from both the North Andover Fire Department and the North Andover Building Department to the applicant. The applicant must then provide this certification to the North Andover Planning Deparanent. c) All lighting shall have underground wiring and shall be so arranged that all direct rays ' from such lighting falls entirely wkbia the site and shall be shielded or recessed so as not to shine upon abutting propeAdes or streets. The Planning Staff shall review the site. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff sball be made at the owner's expense. Ail site lighting shall provide security for the site and structures however it must not create any glare or project any h& onto adjacent residential properties. S. - Prior•xo the final release of security: a) The Pla mi ng Staff shall review the site. Any screening as may be reasonably required by the Planning Staff will be added at the applica&s expense. Specifically after the detention pond is completed, the Town Planner will review the site and any 'screening as may be reasonably required by the Town Planner will be added at the applicant's expense. b) A final as -guilt plan showing final topography, the location of all on- site utilities, structures, curb cuts, parking spaces and drainage facilities must be submitted to and reviewed by the Planning Staff and the Division of Public Works. 6. Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plans and reviewed and approved by the Plarmumg Staff. Any approved piles must remain covered at all times to minimize any dust problems that may occur with adjacent properties. Azry stock piles to remain for longer than one week must be f=ed off with siltation fence and covered. 7. In an effort to reduce. noise levels, the .applicant shall keep in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the, structures or site. 3 •04/02/2001 16:06 7256261 TRAILER PACS AR Monday through Friday and between 8:00'a.m. and 5:00. pma. on Saturday. 9. Any plants, trees or shrubs that have been incorporated into the Landscape Plan approved in this decision that die within one year tom, the date of planting shaU be replaced by the owner. 10. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 11. Gas, Te)ephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 12. No open burning shall be done except as is permitted during burning season under the Fire Department reguiati6ns. 13. No underground fuel storage shall be installed except as my be allowed by Town Regulations. 14. The provisions of this conditiozaal approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 15. Any action by a Town Board, Commission, or Department, which requires changes in the plan or design of the building, as presented to the Planning Board, may be subject to modification by the Planning Board. 16. Any revisions shall be submitted to the Town Planner for review. 1f these revisions are deemed substantial, the applicant must submit revised plans to the Planning Board for approval. 17. This Special Permit approval shall be deemed to have lapsed after (two years from the' date permit granted) unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 18. The following information shall be deemed part ofthe decision: Plan Titled. Brooks School New Athletic Facility Prepared For: Brooks School 1160 Great Pond Road, North Andover, MA. 018.45 Prepared By: Rist -Frost Shumway 71 Nater Street Lakonia, NH 03246 Scale: 1"=20' Date: January 4, 2001, revised January 25, 2001, Revised February 20, 2001 Sheets: C101, C201, C202, C301, C302, C303, C401, 0402 4 •04/02/.2001 16:06 7256261 TRAILER PAGE 09 ' Plan Titled: Brooks School New Athletic Fac ity Prepared For: Brooks School 1160 Great Pond Road, North Andover, MA 01845 Prepared By: Cmmon One Center Plaza Boston, MA 02108 Scale: 119=20' Date: 1/4/01 Sheets: L101, L201, L301 (Layout & Materials, Grading, Planting And Lighting Plans) Paan Titled: Brooks School New AtWetic Facility Prepared For. Brooks School 1160 Creat Pond Road, North Andover, MA 01845 Prepared By: Cannon One Center Plaza Boston, MA 021-08 Scale: 1/16"=I' Date: 12/1500 Sheets: A305 (BuOding Elevations) Report Titled: Drainage Calculations Dated: January 4,2001; revised 1/30/2001;.21.13/01 Prepared By: Rist -Frost Shumway. 71 Water Street Laconia, NB 03246 cc: Applicant Engineer File 5 Certificate (if registered land) 3. Dates: i;Z12400 S�Ib�pfj Sf I�Di Date Notice of Intent Filed Date— Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan 1r�efferences as needed): (/� /� O►�3`ie��,.. `� o.; �OtA tvn3 b.: -{f.,' 1'-t(oi eV #q G4416k SVw£'`'1.3�J► Title Date T1eCt,lci�fls — - BEV Date jn,-nn N0T tec-A lz lzZiop Titles' Date 5. Final Plans and Documents Signed and Stamped by: Name 6. Total Fee: (from Appendix B: Wetland Fee Transmittal Form) Wpaform5.doc • rev. 5/16/01 Page 1 of 7 Massachusetts Department of Environmental Protection .Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 105, Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. General Information Important: When filling From: f :� CY'J °.-�►�✓'f out forms on mufti-,, AJVV ti r the computer, use only the Conservation Commission VV, tab `key to This issuance if for (check one): move your '" ✓ ' cursor - do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions VQ To: Applicant: Property Owner (if different from applicant): toyi'5 6c.I�O6 Name Name Po ni'- 12.o,,k Mailing Address Mailing Address _Nnr�. l Aft 01<(4 City/Town State Zip Code City/Town State Zip Code 1. Project Location: l I b O 6"r e't�o►�c� 1�c�. �10r4K AJoiceo-, Street Address City/Town q 0 G , i (Ys I Sr *7- '/. Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Es5eyc 536 �qG County Book Page Certificate (if registered land) 3. Dates: i;Z12400 S�Ib�pfj Sf I�Di Date Notice of Intent Filed Date— Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan 1r�efferences as needed): (/� /� O►�3`ie��,.. `� o.; �OtA tvn3 b.: -{f.,' 1'-t(oi eV #q G4416k SVw£'`'1.3�J► Title Date T1eCt,lci�fls — - BEV Date jn,-nn N0T tec-A lz lzZiop Titles' Date 5. Final Plans and Documents Signed and Stamped by: Name 6. Total Fee: (from Appendix B: Wetland Fee Transmittal Form) Wpaform5.doc • rev. 5/16/01 Page 1 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — Order of Conditions N7--1051- Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above -referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ® Public Water Supply ® Private Water Supply ® Groundwater Supply ❑ Land Containing Shellfish ® Fisheries ® Storm .Damage Prevention ® Prevention of Pollution ® Protection of Wildlife Habitat ® Flood Control Furthermore, this Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project .may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or. modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. Wpaform5.doc - rev. 5116101 Page 2 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions 7-441-105-1- LI -442-1os1- Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP"] "File Number 2W2^105-4" 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. WPaform5.doc • rev. 5116101 Page 3 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — Order of Conditions 7s-2-los-+ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. Findings as to municipal bylaw or ordinance Furthermore, the North Andover Conservation Commission hereby finds (check one that applies): ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Chapter 178 of the Code of North Andover Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. WpaforM5.doc • rev. 5116101 Page 4 of 7 DEP FILE # 242 -1057 Therefore, the North Andover Conservation Commission (hereafter the "NACC") hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the State Regulations, the local ByLaw and Regulations, to protect those interests noted above. The NACC orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced below. To the extent that the followin conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent the conditions shall control. GENERAL CONDITIONS 18. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 19. This Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of property rights. However, the NACC, agent of the NACC or the Department of Environmental Protection (DEP) reserves the right to enter and inspect the property at all reasonable times until a Certificate of Compliance is issued, to evaluate compliance with this Order of Conditions, the Act (310 CMR 10.00), the North Andover Wetland ByLaw and Regulations, and may require any information, measurements, photographs, observations, and/or materials, or may require the submittal of any data or information deemed necessary by the NACC for that evaluation. Further, work shall be halted on the site if the NACC, agent or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the NACC is satisfied that the work will comply and has so notified the applicant in writing. 20. This Order does not relieve the permittee or. any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 21. The work authorized hereunder shall be completed within three years from the date of this order. C:\Winword\00C\242-1057 1 NACC 5/17/2001 DEP FILE # 242 -1057 22. This Order may be extended by the issuing authority for one or more periods of up to one year each upon application to the issuing authority at least thirty days (30) prior to the expiration date of the Order (Refer to Section VIII (B)(p.33) of the North Andover Wetland Regulations). 23. The NACC reserves the right to amend this Order of Conditions after a legally advertised public hearing if plans or circumstances are changed or if new conditions or information so warrant. 24. Where the Department of Environmental Protection (DEP) is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 25. The conditions of this decision shall apply to, and be binding upon, the applicant, owner, its employees and all successors and assigns in interest or control. These obligations shall be expressed in covenants in all deeds to succeeding owners of portions of the property. 26. The term "Applicant" as used in this Order of Conditions shall refer to the owner, any successor in interest or successor in control of the property referenced in the Notice of Intent, supporting documents and this Order of Conditions. The NACC shall be notified in writing within 30 days of all transfers of title of any portion of property that takes place prior to the issuance of a Certificate of Compliance. 27. The proposed work includes: The construction of a new athletic facility, grading, stormwater management system, associated grading and appurtenances. 28. The work shall conform to the following (except as noted in the remainder of this document where revisions may be required): Notice of Intent filed by: Site Plans prepared by: Stamped by: Rist-Frost-Shumway Engineering, P.C. (Representative) 71 Water Street Laconia, NH. 03246 Rist-Frost-Shumway Engineering, P.C. 71 Water Street Laconia, NH. 03246 John L. Scott, P.E. CAWinword\00C\242-1057 2 NACC 5/17/2001 DEP FILE # 242 -1057 Operation & Maintenance Plan prepared by: Rist-Frost-Shumway Engineering, P.C. 71 Water Street Laconia, NH. 03246 29. The following wetland resource areas are affected by the proposed work: Buffer Zone to Bordering Vegetated Wetland (BVW). These resource areas are significant to the interests of the Act and Town ByLaw as noted above and therein. The applicant has not attempted to overcome the presumption of significance of these resource areas to the identified interests. 1. 30. The NACC agrees with the applicant's delineation of the wetland resource areas on the site as shown on the plans dated referenced herein. 31. The NACC finds that the intensive use of the upland areas and buffer zone proposed on this site will cause further alteration of the wetland resource areas. In order to prevent any alteration of wetland resource areas a twenty five foot (259 No -Disturbance Zone and a fifty foot (501 No -Construction Zone shall be established from the edge of the adjacent wetland resource area. The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local bylaw. No disturbance of existing grade, soils or vegetation is permitted in the No -Disturbance zone. (See Section IIID) & Appendix G of the local Regulations). 32. There shall be no increase in the post development discharges from the storm drainage system or any other changes in post development conditions that alter the post development watershed boundaries as currently depicted in the Notice of Intent and approved by this Order of Conditions, unless specifically approved in writing by the Commission. 33. This document shall be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors, and other personnel performing the permitting work are fully aware of the permits terms and conditions. Thereafter, the contractor will be held jointly liable for any violation of this Order resulting from failure to comply with its conditions. CAWinword\00C\242-1057 3 NACC 5/17/2001 DEP FILE # 242 - 1057 34. The owners of the project and their successors in title, in the event they proceed to alter areas subject to the Commission's jurisdiction under the order, agree that the Order does not in itself impose upon the Town any responsibility to maintain the proposed drainage system and that said Town shall not be liable for any damage in the event of failure. By acceptance of this Order, the owners agree to indemnify and hold harmless to the Town and its residents for any damage attributable to alterations undertaken on this property pursuant to the Order. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage or any other form of water damage. Maintenance of the drainage system, if accepted by the Town as part of a public way, becomes the responsibility of the Town. 35. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage or any other form of water damage. CAWinword\00C\242-1057 1 4 NACC 5/17/2001 DEP FILE # 242 -1057 PRIOR TO CONSTRUCTION 36. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department or Court have been completed. 37. This Order shall be recorded by the applicant at the Registry of Deeds immediately after the expiration of all appeal periods. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the North Andover Conservation Commission on the form at the end of this Order prior to commencement of the work. Any Order not recorded by the applicant before work commences may be recorded by the NACC at the applicant's expense. 38. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words "Massachusetts Department of Environmental Protection, File Number 242-1057." CAWinword\000242-1057 5 NACC 5/17/2001 DEP FILE # 242 -1057 39. Any changes in the submitted plans caused by the applicant, another Board's decision or resulting from this Order of Conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds said changes to be significant, the NACC will call for another public hearing (at the expense of the applicant). Within 21 days of the close of said public hearing the NACC will issue an amended or new Order of Conditions. Any errors found in the plans or information submitted by the applicant shall be considered as changes. The proposed project may be still under review by other local or state boards or agencies. This may result in changes to the project plans or wetland impacts. If any such changes occur a revised plan and an explanation of the revisions shall be submitted to the NACC for review and approval prior to the start of construction. No work shall begin on a project until written approval has been granted by the NACC. 40. It is the responsibility of the applicant, owner, and/or successor(s) to ensure that all conditions of this Order of Conditions are complied with. The project engineer and contractors are to be provided with a copy of this Order of Conditions and referenced documents before commencement of construction. 41. Prior to any work commencing on-site, the applicant shall submit to the NACC for approval, a detailed sequence of construction, including the construction of compensation and retention areas, installation of sedimentation/ erosion control devices and re -vegetation to be completed before other work begins on-site. 42. Wetland flagging shall be checked prior to start of construction and shall be re-established where missing. All wetland flagging shall remain visible and enumerated per the approved plan(s) throughout the life of the project and until a Certificate of Compliance is issued so that erosion control measures can be properly placed and wetland impacts can be monitored. The proposed limit of work shall be shall be clearly marked with stakes or flags and shall be confirmed by the NACC. Such markers shall be checked and replaced as necessary and shall be maintained until all construction is complete. Workers should be informed that no use of machinery, storage of machinery or materials, stockpiling of soil, or construction activity is to occur beyond this line at any time. All flags used for the above purposes shall be of a color different from other flagging used on the site. CAWinword\00C\242-1057 6 NACC 5/17/2001 DEP FILE # 242 -1057 ra ` A rpt F2, TI (- S C & 1,J Lcw, ar'VWI - OF COWOi Mt. 43. A row of staked hay bales backed by trenched siltation fence shall be placed between all construction areas and wetlands. The erosion control barrier will be properly installed and placed as shown on the plans approved and referenced herein and shall be inspected and approved by the NACC prior to the start of construction and shall remain intact until all disturbed areas have been permanently stabilized to prevent erosion. All erosion prevention and sedimentation protection measures found necessary during construction shall be implemented at the direction of the NACC. The NACC reserves the right to impose additional conditions on portions of this project to mitigate any impacts which could result from site erosion, or any noticeable degradation of surface water quality discharging from the site. For example, installation of erosion control measures may be required in areas not shown on the plan(s) referenced in this Order of Conditions. Should such installation be required by the NACC, they shall be installed within 48 hours of the Commission's request. 44. The applicant shall have on hand at the start of any soil disturbance, removal or stockpiling, a minimum of 40 hay bales and sufficient stakes for staking these bales (or an equivalent amount of silt fence). Said bales shall be used only for the control of emergency erosion problems and shall not be used for the normal control of erosion. 45. A check payable to the Town of North Andover shall be provided in the amount of $10,000 which shall be in all respects satisfactory to Town Counsel, Town Treasurer, and the NACC, and shall be posted with the North Andover Town Treasurer through the NACC before commencement of work. Said deposit of money shall be conditioned on the completion of all conditions hereof, shall be signed by a party or parties satisfactory to the NACC, and Town Counsel, and shall be released after completion of the project, provided that provisions, satisfactory to the NACC, have been made for performance of any conditions which are of continuing nature. The applicant may propose a monetary release schedule keyed to completion of specific portions of the project for the NACC's review and approval. This condition is issued under the authority of the local ByLaw. 46. The applicant shall be responsible for placing signs on each parcel designating the applicable lot number as depicted on the plans approved and referenced herein. CAWinword\00C\242-1057 7 NACC 5/17/2001 DEP FILE # 242 -1057 47. The applicant shall designate a professional Wetland Scientist as an "Erosion Control Monitor" to oversee any emergency placement of controls and regular inspection or replacement of sedimentation control devices. The name and phone number of the erosion control monitor must be provided to the NACC in the event that this person has to be contacted, due to an emergency at the site, during any 24-hour period, including weekends. This person shall be given the authority to stop construction for erosion control purposes. The erosion control monitor will be required to inspect all such devices and oversee cleaning and the proper disposal of waste products. Cleaning shall include removal of any entrapped silt. At least once during each week in which construction activities occurs on-site and for as long thereafter as ground remains unstabilized, the applicant shall submit a written report from the "Erosion Control Monitor" to the NACC certifying that, to the best of his/her knowledge and belief based on a careful site inspection, all work is being performed in compliance with this Order of Conditions and that approved setbacks are being adhered to. The erosion control monitor must visually inspect all sedimentation/erosion control measures and assume responsibility for their maintenance on a weekly basis and that they are functioning as intended. In addition, all wetland resource areas must be visually inspected for siltation, turbidity, and/or other water quality impacts. 48. Prior to construction, the applicant shall permanently mark the edge of the "25' No -Disturbance Zone" with signs or markers spaced evenly every 50 feet incorporating the following text: "Protected Wetland Resource Area". This will designate their sensitivity and assure no further inadvertent encroachment into the wetland. These permanent markers are subject to review and approval by the NACC. The applicant shall instruct all agents to explain these markers to buyers/lessees/landscapers and all persons taking over the property from the applicant. CAWinword\00C\242-1057 8 NACC 5/17/2001 DEP FILE # 242 -1057 49. The applicant and/or the legal owner of that portion of land upon which these Orders of Conditions have been placed shall provide to the NACC prior to transferring, or assigning any portion of said land to another party, subject to said Orders of Conditions, the "Compliance Certification Form Affidavit" attached via "Appendix A" signed under the pains and penalties of perjury, stating that said applicant and/or owner has read these Orders of Conditions and is in compliance with each and every condition. This document shall apply to each of the conditions referenced herein and shall be provided to the Conservation Department at least five (5) business days prior to the closing of said land transaction. 50. Once these above mentioned pre -construction requirements are complete, the applicant shall contact the Conservation Office prior to site preparation or construction and shall arrange an on-site conference with an NACC representative, the contractor, the engineer, wetland scientist and the' applicant to ensure that all of the Conditions of this Order are understood. This Order shall be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors and other personnel performing the permitted work are fully aware of the permit's terms and conditions. Thereafter, the contractor will be held jointly liable for any violation of this Order of Conditions resulting from failure to comply with its conditions. The applicant or contractor shall notify the NACC in writing of the identity of the on-site construction supervisor hired to coordinate construction and to ensure compliance with this Order. A reasonable period of time shall be provided as notice of the pre -construction meeting (e.g. 72 hours). CAWinword\00C\242-1057 9 NACC 5/17/2001 DEP FILE # 242 - 1057 11 DURING CONSTRUCTION 1 51. IMPORTANT: Immediately upon completion of the dwelling foundation, and prior to further construction activities associated with the site, the applicant shall complete a plan prepared by a Registered Professional Land Surveyor of the Commonwealth (R.P.L.S.) which accurately depicts the foundation location and it's proximity to wetland resource areas as approved under this Order of Conditions. Said plan shall be submitted to the Conservation Administrator for approval. 52. Upon beginning work, the applicant shall submit written progress reports every month detailing what work has been done in or near* resource areas, and what work is anticipated to be done over the next period. This will update the construction sequence. 53. All catch basins shall contain oil/gasoline traps, and it shall be a continuing condition of this order, even after a Certificate of Compliance is issued, that the oil/gasoline traps in the catch basins be maintained. All catch basins shall be free of all accumulated silt and debris before a Compliance is issued and the owner or his/her agent shall so specify in the request for Compliance. 54. Approved de -watering activities shall be supervised and witnessed by the designated. erosion control monitor. This designee must be on-site while dewatering is occurring and until it is complete. The erosion control monitor shall ensure that sediment laden water is appropriately settled prior to discharge toward the wetland resource areas. No discharge of water is allowed directly into an area subject to jurisdiction of the Wetlands Protection Act and/or the North Andover Wetland ByLaw. If emergency de -watering requirements arise, the applicant shall submit a contingency plan to the Commission for approval which provides for the pumped water to be contained in a settling basin, to reduce turbidity prior to discharge into a resource area. 55. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, including but not limited to lumber, bricks, plaster, wire ,lath , paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts on any of the foregoing. 56. No exposed area shall remain unfinished for more than thirty (30) days, unless approved by the NACC. CAWinword\00C\242-1057 10 NACC 5/17/2001 DEP FILE # 242 -1057 57. No re -grading in the buffer zone shall have a slope steeper than 2:1 (horizontal: vertical). Slopes of steeper grade shall be rip -rapped to provide permanent stabilization. 58. There shall be no stockpiling of soil or other materials within twenty-five (25) feet of any resource area. 59. Washings from concrete trucks, or surplus concrete, shall not be directed to, any drainage system, or wetland resource area. 60. All waste generated by, or associated with, the construction activity shall be contained within the construction area, and away from any wetland resource area. There shall be no burying of spent construction materials or disposal of waste on the site by any other means. The applicant shall maintain dumpsters (or other suitable means) at the site for the storage and removal of such spent construction materials off-site. However, no trash dumpsters will be allowed within 50' of areas subject to protection under the Act or local ByLaw. 61. Accepted engineering and construction standards and procedures shall be followed in the completion of the project. 62. During and after work on this project, there shall be no discharge or spillage of fuel, or other pollutants into any wetland resource area. If there is a spill or discharge of any pollutant during any phase of construction the NACC shall be notified by the applicant within one (1) business day. No construction vehicles are to be stored within 100 feet of wetland resource areas, and no vehicle refueling, equipment lubrication, or maintenance is to be done within 100 feet of a resource area. CAWinword\OOC\242-1057 11 NACC 5/17/2001 DEP FILE # 242 -1057 11 AFTER CONSTRUCTION 63. No underground storage of fuel oils shall be allowed on any lot within one - hundred (100) feet of any wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland protection ByLaw. 64. Fertilizers utilized for landscaping and lawn care shall be slow release, low - nitrogen types (< 5%), and shall not be used within 25 feet of a resource area. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland Protection ByLaw and shall remain in perpetuity. 65. No road salt, sodium chloride, or other de-icing chemicals shall be used on paved surfaces, and any arrangement for snow removal shall so stipulate due to the importance of the site and wetlands. Permanent signs designating "No -Salt Zone" and "No -Snow Stockpiling Zones" shall be displayed in prominent locations. 66. Upon completion of construction and grading, all disturbed areas located outside resource areas shall be stabilized permanently against erosion. This shall be done either by loaming and seeding according to SCS standards. If the latter course is chosen, stabilization will be considered complete once vegetative cover has been achieved. CAWinword\00C\242-1057 12 NACC 5/17/2001 DEP FILE # 242 -1057 67. Upon completion of the project the applicant shall submit the following to the Conservation Commission as part of a request for a Certificate of Compliance: a. WPA Form 8A — "Request for a Certificate of Compliance." b. A letter from the applicant requesting a Certificate of Compliance. c. The name and address of the current landowner. d. Signed statements from the individual property owners shall be submitted with the request for a Certificate of Compliance indicating that they read and understood the recorded Order of Conditions prior to purchasing their property. e. The name and address of the individual/ trust or corporation to whom the compliance is to be granted. f. The street address and assessor's map/parcel number for the project. g. The DEP file number. h. A written statement from the Erosion Control Monitor and/or Wetlands Scientist certifying that the work has been conducted as conditioned by the Commission and no resource areas have been negatively impacted throughout the construction process. i. A written statement from a Registered Professional Civil Engineer of the Commonwealth certifying that the work has been conducted as shown on the plan(s) and documents referenced above, and as conditioned by the Commission. j. An "As -Built" plan prepared and signed and stamped by a Registered Professional Civil Engineer of the Commonwealth, for the public record. This plan will include: ➢ "As -Built" post -development elevations of all drainage & stormwater management structures constructed within 100 feet of any wetland resource area. NOTE: If portions of the stormwater systems exist partially within the Buffer Zone than the entire structure must be depicted to accurately verify compliance. ➢ "As -Built" post -development elevations and grades of all filled or altered wetland resource areas including the encompassing buffer zone which is regulated as a resource area under the local Wetland Protection Bylaw. ➢ Distances from structures to wetland resource areas. Structures include (but are not limited to) septic systems, additions, fences, sheds, stone walls, pools, retaining walls, subsurface utilities and decks. CAWinword\00C\242-1057 13 NACC 5/17/2001 DEP FILE # 242 - 1057 ➢ A line showing the limit of work and the extent of existing erosion control devices. "Work" includesLny disturbance of soils or vegetation. ➢ Location of all subsurface utilities entering the property. 68. The following special conditions shall survive the issuance of a Certificate of Compliance (COC) for this project: ➢ 25' No -Disturbance Zone and a 50' No -Construction Zone shall be established from the edge of adjacent wetland resource areas except in those locations approved under DEP # 242 - Future work within 100' of existing wetland resource areas will require a separate filing with the NACC (refer to Section XI (page 18) of the Regulations for performance standards within these zones) The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local ByLaw; ➢ Maintenance of catch basins (Condition #_); ➢ Discharge or spillage of pollutants (Condition # ) ➢ Prohibition of underground fuels (Condition # ) ➢ Limitations on the use of fertilizers, herbicides, road salts, de- icing compounds and pesticides (Conditions #— & —). ➢ The attached "Stormwater Operations and Management Plan", including Best Management Practices. No additional filings will be required to conduct maintenance of the above referenced system and plan. CAWinword\00C\242-1057 14 NACC 5/17/2001 I % Y DEP FILE # 242 -1057 APPENDIX A - AFFIDAVIT 1' on oath do hereby depose and state: (authorized agent applicant and/or current owner) (PLEASE CHECK AT LEAST ONE BLOCK) 1 • I am the ( position with applicant) (applicant name or company name) the applicant upon whom Order of Conditions have been placed upon by (DEP or NACC number) the North Andover Conservation Commission. &/or 2. I am the of (position with owner) (owner name) the owner upon whose land Order of Conditions have been placed up by (DEP or NACC number) the North Andover Conservation Commission. M- 3. 3. I hereby affirm and acknowledge that I have received said Order of Conditions and have read the same and understand each (DEP File #) and every. condition which has been set forth in said Order of Conditions. 4. I hereby affirm and acknowledge that on this day of 19 I inspected said property together with any and all improvements which have been made to the same and hereby certify that each and every condition set forth in Order of Conditions are presently in compliance. (DEP File #) 5. I hereby affirm and acknowledge that this document will be relied upon by the North Andover Conservation Commission as well as any potential buyers of said property which is subject to said Order of Conditions (DEP File #) Signed under the pains and penalties of perjury this da f Y o 19 (Signature - authorized agent of applicant or owner) C:\Winword\OOC1242-1057 15 NACC 5/17/2001 • Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: See attached Conditions DEP File Number: ZLI2--1 D S -- Provided by DEP This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #4, from the date of issuance. U Date G This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office (see Appendix A) and the property owner (if different from applicant). Signatures:'` before me personally appeared Scott Masse Month and Year to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she excuted the same as his/her free act and deed. JACKI BYERLEY Notary Puhlic Nott Public My Commission Expires My Commission Expires � This er is issued to the applicant as follows: July 5, 2007 ® by hand delivery on Date s-11 D� Date -�— WPaform5.doc - rev. 5/16107 Page 5 of 7 On Of Day before me personally appeared Scott Masse Month and Year to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she excuted the same as his/her free act and deed. JACKI BYERLEY Notary Puhlic Nott Public My Commission Expires My Commission Expires � This er is issued to the applicant as follows: July 5, 2007 ® by hand delivery on Date s-11 D� Date -�— WPaform5.doc - rev. 5/16107 Page 5 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions * JL4 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, § 40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. U. Kecording Intormation This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. North Andover Conservation Commission Wpaform5.doc - rev. 5/16/01 Page 6 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 DEP File Number. Provided by DEP D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ---------------------------------------------------------------------------------------------------- To: North Andover Conservation Commission Please be advised that the Order of Conditions for the Project at: Location DEP File Number Has been recorded at the Registry of Deeds of: for: County Book Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: uate If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: uocument Numoei Signature of Applicant Page WpaformS.doc • rev. 5/16101 Page 7 of 7 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. VQ Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix E — Request for Departmental Action Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Request Information 1. Person or party making request (if appropriate, name the citizen group's representative): Name mamng Haaress CityfTown State Zip Code Phone Number Fax Number (if applicable) Project Location Mailing Address CityfTown State Zip Code 2. Applicant (as shown on Notice of Intent (Form 3), Abbreviated Notice of Resource Area Delineation (Form 4A); or Request for Determination of Applicability (Form 1)): Name Mailing Address Citylrown Phone Number 3. DEP File Number: B. Instructions 1. When the Departmental action request is for (check one): ❑ Superseding Order of Conditions ❑ Superseding Determination of Applicability ❑ Superseding Order of Resource Area Delineation State Zip Code Fax Number (if applicable) Send this form and check or money order for $50.00, payable to the Commonwealth of Massachusetts to: Department of Environmental Protection Box 4062 Boston, MA 02211 wpaf0nn5.doc • Appendix E - rev. 5/16/01 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Appendix E — Request for Departmental Action Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Instructions (cont.) 2. On a separate sheet attached to this form, state clearly and concisely the objections to the Determination or Order which is being appealed. To the extent that the Determination or Order is based on a municipal bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. 3. Send a copy of this form and a copy of the check or money order with the Request for a Superseding Determination or Order by certified mail or hand delivery to the appropriate DEP Regional Office (see Appendix A). 4. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. wpafortn5.doc • Appendix E • rev. 5/16/01 Page 2 of 2 •- The Commonwealth of Massachusetts Executive Office of Health and Human Services Department of Public Health 250 Washington Street, Boston, MA 02108-4619 )ANE SWIFT GOVERNOR ROBERT P. GITTENS SECRETARY HOWARD K. KOH, MD, MPH COMMISSIONER o Lr�N O 0 W;ANDOv November 5, 2001 BOARD OF r•EALTH i, NOV 7 2001 Mr. Norman Lundquist, Ice Rink Manager Brooks School 1160 Great Pond Road North Andover, MA 01845 Dear Mr. Lundquist, Pursuant to 105 CMR 675.017(B), an air sampling inspection was conducted at your indoor ice skating rink by staff of the Massachusetts Department of Public Health (MDPH), Bureau of Environmental Health Assessment (BEHA) on February 17, 2001, prior to closing for the season. Indoor air carbon monoxide (CO) and nitrogen dioxide (NO2) levels were measured from the penalty box located at the perimeter of the ice surface at the center ice line (red line) and recorded in parts per million (ppm) utilizing a Drager CMS, Chip Measurement System. The results of the measurements taken twenty (20) minutes after resurfacing on February 17, 2001 were: February 17, 2001 6:58 p.m. CO: 7.5 ppm NO2: <0.5 ppm These air sample measurements do not exceed the correction air levels set forth at 105 CMR 675.008(A). However, the following additional requirements of 105 CMR 675.000 "Requirements to Maintain Air Quality in Indoor Skating Rinks" were not implemented by your facility at the time of inspection: 1. Similar to the .previous March 10, 1999 MDPH, BEHA air sampling inspection, required air sampling was not always conducted and/or recorded three (3) times a week, as outlined in the regulations [see 105 CMR 675.006(A)(1) Air Sampling_ Requirements]. 2. Similar to the previous March 10, 1999 MDPH, BEHA air sampling inspection, applicable information regarding the ice resurfacing equipment was not included in the "Air Quality Record Keeping Log" [see 105 CMR 675.007(C) Record Keeping Requirements]. 3. Similar to the previous March 10, 1999 MDPH, BEHA air sampling inspection, the location of air testing was not stated in the "Air Quality Record Keeping Log" [see 105 CMR 675.007(D) Record Keeping Requirements]. 4. Similar to the previous March 10, 1999 MDPH, BEHA air sampling inspection, air sampling was often conducted prior to the permissible timeframe(s) outlined in the regulations [see 105 CMR 675.006(A)(3) Air Sampling Requirements]. 5. Required air sampling was not always conducted and/or recorded on weekends, as outlined in the regulations [see 105 CMR 675.006(A)(1) Air Sampling Requirements]. 6. The year was not documented for air testing dates recorded in the "Air Quality Record Keeping Log" [see 105 CMR 675.007(D) Record Keeping Requirements]. 7. The exact time (a.m. or p.m.) was not documented for air testing times recorded in the "Air Quality Record Keeping Log" [see 105 CMR 675.007(D) Record Keeping Requirements]. This indoor ice skating rink does not meet the board of health requirements for issuance of a "Certificate of Approval"pursuant to 105 CMR 675.016(C)(1) until the noted discrepancies (#1 through #7) have been corrected. The MDPH, BEHA recommends that the North Andover Board of Health confirm the correction of the above discrepancies prior to the issuance of a new "Certificate of Approval". If a new "Certificate of Approval" has been issued, the above discrepancies should be corrected in order for the new "Certificate of Approval" to remain in full effect. If these discrepancies are not corrected, the MDPH, BEHA may recommend the suspension or revocation of your "Certificate of Approval" and/or other appropriate penalties as provided under this regulation. In response to a request from Mr. Paul Gallow for technical assistance, the Massachusetts Department of Public Health (MDPH), Bureau of Environmental Health Assessment (BEHA) provided preliminary training and guidance for compliance with regulation 105 CMR 675.000 on May 29, 2001. At the time of the training, a copy of the "Model Massachusetts Ice Skating Rink Air Quality Record Keeping Log" was provided. This is not part of the regulation, but a tool provided by MDPH, BEHA to facilitate the record keeping requirements of the regulations. If the model log book is utilized in accordance with appropriate air testing and filled out completely, accurately and kept current, then compliance with the record keeping requirements of the regulations will be deemed complete. A copy of regulation 105 CMR 675.000, "Requirements to Maintain Air Quality in Indoor Skating Rinks" is included as an appendix to this letter for your reference. If you have any questions relative to this matter or regarding 105 CMR 675.000, "Requirements to Maintain Air Quality in Indoor Skating Rinks" please contact Steven Hughes at (617) 624- 5757. Sincerely, nCondon. Assistant Commissioner Massachus4tts Department of Public Health Bureau of linvironmental Health Assessment cc\ Michael Feeney, Chief, Emergency Resp6nse/Indoor Air Quality, BEHA Steven Hughes, Manager of Ice Rink Compliance, ER/IAQ, BEHA Sandra Starr, Health Director, North Andover Board of Health Mike Farnola, Head of Facilities, Brooks School Norbert Pestana, Facilities, Brooks School Paul Gallow, Maintenance, Brooks School APPENDIX 105 CMR 675.000 "Requirements to Maintain Air Quality in Indoor Skating Rinks" �J THE COMMONWEALTH OF MASSACHUSETTS Office of the Secretary of State RegulationFiling . T6 be completed by fsling agency NUMBE CHAPTER R. `± 105 CMR 675.000 Requirements. to Maintain Air Quality in Indoor Skating Rinks CHAPTER TITLE: =_(State Sanitary Code, Chapter RI) Department of Public Health AGENCY: SUMMARY OF REGULATION State the general requirements and purposes of this regulation: (See Attached) REGULATORYAUTHORITY: - M.G.L. c. 111, §§3 and 127A AGENCY CONTACT: Michael Feeney PHONE. 624-5757 ADDRESS: 250 Washington Street, Boston, MA 02108 Compliance with M.G.L. c. 30A EMERGENCY ADOPTION If this regulation is adopted as an emergency regulation, state the nature of the emer- gency. PRIOR NOTIFICATION AND/OR APPROVAL Ifprior notification to and/or approval of the Governor, legislature or others was re- quired, list each notification, approval and date, including notice to the Local GotAe n- ment Advisory -Commission: MMA:.- 10/29/96 PUBLIC REVIEW Was notice of the hearing or comment period filed with the Secretary of State published �--� in appropriate.nezuspapers and sent to persons to whom specific 'notice must begiven cit lea`t 21 daysprior to such her,; :no; comr;-cn! 1%�:od? . „_..,�._ -••• c. 12/13/96 Public Hearing ,2� ending 1/10/97 FISCAL EFFECT Estimate the fiscal effect on the public and private sectors.. For the first and second years• For thejirstfiveyears:• (See Attached) No fiscal.effect. SMALL BUSINESS IMPACT State the impact of this regulation on small business. Include a description of report- ing, record keeping and other compliance requirements as uell as the appropriateness ojperformance versus design standards and whether this regulation duplicates or conflicts urith any other regulation. Ijthe purpose of ibis regulation is to set rates for The state. this section does not apply. (See Attached) CODE OF MASSACHUSETTS REGULATIONS INDEX List key subjects entries that are relevant to this regulation: 105 CMR 675.000 PROMULGATION State the action taken by this regulation and its effect on existing provisions of the Code of Massachusetts Regulations (CMR) to repeal, replace or amend. List by CMR number.• N/A ATTESTATION ?he regulation described herein and attached hereto is a tate copy of the regulation adopted by, ency. ATIES7: . Signature: _ - Date: 7 Publication To be completed by the Regulations Division MASSACHUSETTS REGISTER NUMBER: DATE: EFFECTIVE DATE: 3/21/97 CODE OF MASSACHUSETTS REGULATIONS Remove these pages: Insert these pages: CMR: Vol. 1. 93 — 94 92.1 — 94. 3937 — 3938 3937 — 3946 40 A TRUE COPYATTEST WIWAM FRANCIS GAW. IN SECRETARY OF THE COMMONWEALTH okmE - • CLERK 1rH 105 CMR: DEPARTMENT OF PUBLIC HEALTH 105 CMR 675.000: REQUIREMENTS TO MAINTAIN AIR QUALITY N INDOOR SKATING 0 RINKS (STATE SANITARY CODE, CHAPTER )a) Section 675.001: Purpose 675.002: Authority 675.003: Citation 675.004: Scope 675.005: Definitions 675.006: Air Sampling Requirements 675.007: Record Keeping Requirements 675.008: Action Air Levels for Carbon Monoxide and Nitrogen Dioxide 675.009: Required Corrective Measures 675.010: Required Notification 675.011: Required Evacuation 675.012: Engine Tuning 675.013: Catalytic Converters 675.014: Air Monitors 675.015: General Administration 675.016: Certificate of Approval: Issuance 675.017: Inspections 675.018: Certificates: Suspension and Revocation 675.019: Orders 675.020: Hearings 675.021: Appeals 675.022: Penalties 675.023: Severability 675.024: Variance 675,00- Purpose The purpose of 105 CMR 675.000 is to help ensure the maintenance of safe and appropriate indoor air quality in ice skating rinks that utilize ice resurfacing equipment powered by combustible fuels which produce carbon monoxide or nitrogen dioxide and thereby protect the health, safety and well-being of the public. 105 CMR 675.000 is adopted under the authority of M.G.L. c. 111, § 3 and § 127A- 105 CMR 675.000 shall be known and may be cited as 105 CMR 675.000: Requirements to Maintain Air Quality in Indoor Skating Rinks (State Sanitary Code, Chapter XI). 675 004: Scone 105 CMR 675.000 shall apply to owners and operators of indoor ice skating rinks that utilize combustion resurfacing equipment powered by gasoline, propane or other combustible fuels that produce exhaust containing carbon monoxide or nitrogen dioxide. 6750057 De &tions Air Contaminants shall mean carbon monoxide and nitrogen dioxide, unless the context clearly indicates a broader measuring. Bir Monitoring Dkvice shall mean colorimetric tubes or computer chip sampling devices for the sampling and measurement of nitrogen dioxide, and colorimetric tubes, in-place monitors with a digital read-out, hand held monitors or computer chip sampling devices for the sampling and measurement of carbon monoxide. 3/21/97 105 CMR - 3943 105 CINIR: DEPARTMENT OF PUBLIC HEALTH 675.005: continued AirAir� shall mean the result of any single measurement of the level of carbon monoxide or nitrogen dioxide in an indoor skating rink taken in accordance with the requirements of 105 CMR 675.000. Board shall mean the local health department or local board of health in the city or town in which one or more indoor skating rinks are located. Bureau shall mean the Bureau of Environmental Health Assessment within the Department of Public Health. Cat uric Converter shall mean any pollution control device that is affixed to the exhaust system of ice resurfacing equipment that reduces exhaust emission of carbon monoxide or nitrogen dioxide. Combustible Fuels shall mean any fuel or.power source used to power combustion resurfacing equipment, the use of which results in the emission of carbon monoxide or nitrogen dioxide into the interior of an indoor ice skating rink. Combustion Resurfacing Equipment shall mean any device or machinery powered by combustible fuels used to repair or improve the surface of ice in an indoor skating rink. Commissioner shall mean the commissioner of the Department of Public Health. Correction Air Levelq shall mean air concentrations of carbon monoxide or nitrogen dioxide that, if equaled or exceeded, require the operator to take remedial measures specified in 105 CMR 675.000 to reduce such air concentrations. Department shall mean the Department of Public Health. Director shall mean the director of the Bureau of Environmental Health Assessment within the Department of Public Health. Evacuation Air Levelc shall mean air concentrations of carbon monoxide or nitrogen dioxide that, if equaled or exceeded, require the operator to immediately evacuate the indoor skating rink in accordance with 105 CMR 675.000. Exhaust shall mean the emissions of gases and vapors containing carbon monoxide or nitrogen dioxide produced as a result of the use of combustible fuels in connection with the operation of combustion resurfacing equipment. Indoor Skating Rink shall mean any enclosed building that contains an ice surface which is created and/or maintained in part through the use of ice resurfacing equipment. Notification Air Level c shall mean air concentrations of carbon monoxide or nitrogen dioxide that, if equaled or exceeded, require the operator to notify state and local officials, as specified in 105 CMR 675.000. OperatoI shall mean any person that manages or operates an indoor skating rink that is open to the general public. Person shall mean any individual or any partnership, corporation, the Commonwealth, or any of its agencies, authorities or departments and any political subdivision of the Commonwealth, including municipalities, or other legal entity, Record Keelj�ng I os shall mean a hardcover or soRcover log book or notebook suitable for recording the information required . in 105 CMR 675.000 -arid which is used solely for the purpose of keeping and recording the information required by 105 CMR 675.000. 3/21/97 105 CMR - 3944 105 CMR: DEPARTMENT OF PUBLIC HEALTH 675.005: continued Resurfacing shall mean the operation of resurfacing equipment to repair or improve the surface of ice in an indoor skating rink. Ventilation Controls shall mean any fan, mechanical air handling system or other equipment or system used to maintain air quality or climate control within an indoor skating rink. Ventilation Rate shall mean the volume of air per minute exchanged between the air outside and inside an indoor skating rink M11-1 M1. (A) Operators of indoor skating rinks which utilize combustion resurfacing equipment shall take regular air samples of both carbon monoxide and nitrogen dioxide within their skating rinks as follows: (1) an air sample for both carbon monoxide and nitrogen dioxide must be taken at least three times a week, including at least twice during the week and at least once during weekend operations; (2) all air samples must be taken 20 minutes after resurfacing is completed; (3) all air samples required by 105 CMR 675.000 must be taken no sooner than four hours before, and no later than one hour before the end of the last scheduled use of the ice in any given day. (4) all air samples must betaken either at center ice or the perimeter of the ice surface at the center ice line at a height of three to six feet above the ice surface; (B) If an operator of an indoor skating rink utilizes combustion resurfacing equipment less than four times in arty week, the operator shall take an air sample in accordance with the requirements of 105 CMR 675.006(A)(2) and (4) each time it utilizes the combustion resurfacing equipment. (C) Any individual conducting air sampling must be familiar with the requirements of 105 CMR 675.000 and must be properly trained in the appropriate use of the air monitoring equipment. (D) The operator shall be responsible for the recording of all air sampling conducted in accordance with the requirements of 105 CMR 675.000 in the record keeping log, in a manner specified in 105 CMR 675.007. Any air sample of nitrogen dioxide which results in a reading below 0.5 ppm shall be recorded in the record keeping log as "below detection". (A) The operator shall keep a record keeping log which has on its cover the name of the skating rink, the name of the skating rink owners, the name of the skating rink operator and in large print the words "Air Quality Record Keeping Log". (B) The record keeping log shall be divided into two sections, one section for the recording of information regarding the ice resurfacing equipment and a separate section for the recording of the results of required air samples. (C) The operator shall record and keep in the section of the record keeping log reserved for information about the ice resurfacing equipment, the following information: name of the manufacturer of the resurfacing equipment; age of the resurfacing equipment; type(s) of fuels) used to operate the resurfacing equipment; the dates of each tuning of the resurfacing equipment, with the name, company, address and signature of the person performing the tuning, the manufacturer, type and date of installation of the catalytic converter equipment; the name, company address and signature of the person who installed the catalytic converter, the dates of any repairs or maintenance of the catalytic converter, and the name, company, address and signature of the person performing the repairs or maintenance. 3/21/97 105 CMR - 3944.1 105 CMR: DEPARTMENT OF PUBLIC HEALTH 675.007: continued (D) The operator shall record and keep in the section of the record keeping log reserved for information about air sampling, the following information: the date, location and exact time of each and every air sample and follow-up air sample taken pursuant to the requirements of 105 CMR 675.000 for both carbon monoxide and nitrogen dioxide; the result of each air sample and any follow up air sample required by 105 CMR 675.000, measured in parts per million (ppm) of each air contaminant and the name and method of the device used to take each sample as well as the name and signature of the person performing the test; a full description of the immediate and long term correction measures employed by the operator to reduce carbon monoxide and nitrogen dioxide levels below correction air levels, including the dates and times such measurements were taken, and the person(s) responsible; the last date of calibration of the air monitoring device used by the operator and the person performing the calibration; and the lot number of the colorimetric tube or computer chip sampling device. 1TI• pe, Uel*. . (A) Air levels to be referred to as correction air levels shall be a single air sample exceeding 30 parts per million (ppm) for carbon monoxide and of 0.5 ppm for nitrogen dioxide. (B) Air levels to be referred to as notification air levels shall be a single air sample exceeding 60 parts per million (ppm) or six consecutive air samples which exceed 30 parts per million (ppm) for carbon monoxide and a single air sample exceeding one part per million (ppm) or six consecutive samples which exceed 0.5 parts per million (ppm) for nitrogen dioxide. (C) Air levels to be referred to as evacuation air levels shall be a single air sample exceeding 125 para per million (ppm) for carbon monoxide and two ppm for nitrogen dioxide. If an air sample taken in accordance with the requirements of 105 CMR 675.000 reveals that1 the air level of carbon monoxide or nitrogen dioxide exceed the correction air levels of v 105 CMR 675.008(A), the operator shall take both immediate corrective measures as described in 105 CMR 675.009(A) as well as one or more appropriate long term measures as described in 105 CMR 675,009(B). (A) Immediate t omective Measures. The operator shall immediately take steps to increase the ventilation in the indoor skating rink through any appropriate and safe means, and shall continue to ventilate the indoor skating rink at above normal rates or through extraordinary means until such time as a subsequent air sample taken by the operator reveals that air levels of carbon monoxide or nitrogen dioxide are below the correction air levels of 105 CMR 675.008(A). The operator shall take one or more follow-up air samples in intervals of 20 minutes or less after the taking of any sample which had revealed an exceedance of the correction air levels of 105 CMR 675,008(A) until such time as a follow-up air sample reveals that the air level of the contaminant(s) for which there was an exceedance have been reduced below the correction air levels of 105 CMR 675.008(A). The operator shall record the results of each follow-up air sample in the Record Keeping Log as well. (B) Long Term Corrective MeasureS. The operator shall, as soon as reasonably practical, take one or more of the following steps to eliminate the problem which resulted in an exceedance of the correction air levels of 105 CMR 675.008(A) and to prevent any future exceedances of these levels: (1) increase ventilation (the rate of exchange of outdoor and indoor air) at the skating rink; (2) begin warming up ice resurfacer equipment outside the building; (3) install a local exhaust system in area where resurfacing equipment is warmed up to vent exhaust to the outside, (4) retune or repair resurfacing equipment and then continue to regularly retune and repair the equipment as recommended by the manufacturer. (5) reduce edging time; (6) .replace edging equipment with equipment having lower emissions; 3/21/97 105 CMR - 3944.2 105 CMR: DEPART1v1ENT OF PUBLIC HEALTH 675.009: continued (7) install a vertical exhaust pipe the top end of which protrudes above the highest point of the ice resurfacer, (8) install a catalytic converter on resurfacing equipment; (9) install an oxygen sensor in resurfacing equipment to regulate fuel leanness or richness; (10) decrease resurfacing schedule to reduce amount of exhaust gases emitted; (11) convert the existing resurfacing equipment to electric power or acquire replacement electrically powered resurfacing equipment; and/or (12) take other action which has the effect of reducing or helping reduce air levels of carbon monoxide and nitrogen dioxide to required levels. If air levels of carbon monoxide or nitrogen dioxide exceed the notification air levels of 105 CMR 675.008(B), the operator shall, in addition to taking all actions required by 105 CMR 675.009, notify the local fire department within one hour, and notify the local board of health and the Bureau within 24 hours, of the reading which indicated that one or both of those air levels were exceeded. (A) If air levels of carbon monoxide or nitrogen dioxide exceed the evacuation air levels of 105 CMR 675.008(C), the operator shall: (1) immediately evacuate all people from the interior of the indoor skating rink; (2) contact the local fire department as soon as possible to assist in the evacuation of the facility and to assess the hazard; (3) contact the local board of health upon completion of the evacuation; (4) contact the Bureau within two hours of the evacuation. (B) Re -occupancy of the indoor skating rink after evacuation under 105 CMR 675.011 can only occur if: (1) three consecutive air samples taken by the operator within no greater than a three hour period and taken in accordance with the air sampling procedures set forth in 105 CMR 675.006(A)(2) and (4) indicate that the air levels of carbon monoxide or nitrogen dioxide have been reduced below the correction air levels; (2) appropriate long-term corrective measures have been taken to prevent further future exceedances of the correction air levels; and (3) the air levels of carbon monoxide and nitrogen dioxide are found to be below the correction air levels through one or more independent measurements taken by the local fire department, local health department or the Bureau. All engine tuning must be conducted by a technician familiar with the process. Tuning must include emissions testing done while under load. By signing his name in the record keeping log as required by 105 CMR 675.007(C), the technician shall certify that the tuning is consistent with the recommendations of the manufacturer of the resurfacing equipment. Installation of the catalytic converter must be done by a qualified individual familiar with the resurfacing equipment. Any repair or maintenance work involving the catalytic converter must also be done by a qualified individual. Such individual(s) must be familiar with the proper installation techniques and servicing recommended by the catalytic converter manufacturer. By signing his name in the record keeping log as required by 106 CMR 675.007(C), the individual installing or servicing the catalytic converter shall certify that the installation or maintenance is consistent with the recommendations of the manufacturer of the catalytic converter. 3/21/97 105 CMR - 3944.3 105 CMR: DEPARTMENT OF PUBLIC HEALTH 6.014• Air Monitors The calibration of in-place or hand-held real time monitors must be measured on a monthly schedule or in accordance with current specifications and procedures established by the + manufacturer of the monitoring device. Each calibration shall be recorded in the record keeping log in accordance with the requirements of 105 CMR 675.007(D). (A) 5=. The following provisions shall cover the administration and enforcement of 105 CMR 675.000 in lieu of 105 CMR 400.000: The State Sanitary Code, Chapter L (B) Local Enforcement. Unless otherwise expressly provided herein, each board of health is responsible for the administration and enforcement of 105' CMR 675.000 and may enforce 105 CMR 675.000 by suspension or revocation of certificates of approval in accordance with 105 CMR 675.018 or otherwise at law or in equity in the same manner that local rules and regulations are enforced. (C) Bureau Assistance With Local Enforcement. The Bureau shall, upon request of the board of health, assist the board in its inspection of an indoor skating rink and shall advise the board in connection with enforcement actions taken by the board against a skating rink operator. (D) State Enforcement. (1) If, as a result of any study, inspection, or survey, made by the Department or its authorized representative, the Department determines that compliance with 105 CMR 675.000 has not been effected, it shall, in writing, notify the appropriate board of health of such determination, allotting a reasonable time in which compliance shall be effected, and requesting that the board of health, in writing, notify the Department of what action will be and has been taken to effect compliance with 105 CMR 675.000. (2) If the Department or its authorized representative is not so notified, or if, after notification it determines that action sufficient to effect compliance with the provisions of 105 CMR.675.000 has not been taken, the board of health shall be deemed to have failed to effect compliance with 105 CMR 675.000. (3) Whenever any board of health has failed after a reasonable length of time to enforce 105 CMR 675.000, the Department may enforce 105 CMR 675.000 in any way that a local board of health is authorized to act to effect compliance under 105 CMR 675.000, subject to the same procedural requirements set forth in 105 CMR 675.000 which are applicable to local boards of health. (4) Notwithstanding any other provision of 105 CMR 675.000, if the Department determines that an imminent health hazard exists resulting from the operation of an indoor skating rink, it may, without prior notice to the board of health, take whatever action is necessary to effect compliance with 105 CMR 675.000. (E) Interpretation of 105 CMR 675 000. The Bureau may from time to time issue written interpretations and guidelines as necessary to promote uniform application of 105 CMR 675.000. Upon the written request of a board of health or permit holder, the Director may advise on particular questions regarding interpretations of 105 CMR 675.000. (F) ??5>Le By Local Board of Health. The board of health shall send copies of the following documents to the Bureau, as soon as reasonably practicable, but in any event no later than 30 days after the creation or receipt of such documents: all applications for certificates of approval; certification of approval and renewals thereof, inspection reports; orders; notices of suspension or revocation; appeals; and criminal complaints filed against an owner and operator. (A) . Certificate Rcquired to (literate. After May 26, 1997 no person shall commence the operation of, or continue to operate, an indoor skating rink unless he/she/it is the holder of a valid certificate of approval issued by the board of health. 0 3/21/97 105 CMR - 3944.4 105 CMR: DEPARTMENT OF PUBLIC HEALTH 275.016: continued (B) Application. By no later than April 26, 1997, any person currently operating an indoor skating rink desiring to continue operating said rink shall file a written application for a certificate of approval with the board of health, on forms prepared by the Bureau. and obtained from the board of health. Any person desiring to commence operating an indoor skating rink after March 21, 1997 must file an application and receive a certificate of approval prior to commencing operation. Payment of any fee required by local bylaw, ordinance or regulation shall accompany the application. (C) Certificate. Upon receipt of a completed application form and any applicable fee, the board shall issue a certificate of approval to a person operating or proposing to operate an indoor skating rink, on a form provided by the Bureau, if the board determines, after an inspection, that the operator has satisfied the following conditions: (1) a proper record keeping log is being maintained at the rink,- (2) ink(2) the operator has on hand proper, adequate and functioning air monitoring equipment capable of measuring carbon monoxide and nitrogen dioxide as required by 105 CMR 675.000; (3) the operator has taken air samples at the rink, in accordance with 105 CMR 675.000, for at least two weeks prior to the inspection, and has recorded the results of those air samples in the record keeping log; (4) the air samples recorded in the record keeping log for the two weeks prior to the inspection reveal that the levels of carbon monoxide and nitrogen dioxide were at all times during that period below notification air levels; (5) any air samples taken by the board or its agent during the inspection reveal that the levels of carbon monoxide and nitrogen dioxide are below notification air levels. The requirements of 105 CMR 675.016(C)(3), (4) and (5) may be satisfied, in the case of a new indoor skating rink or an indoor skating rink not in operation at the time of application, within 30 days of issuance by the board of a certificate of approval. In such cases, the certificate issued by the board prior to operating shall be deemed a provisional certificate until those requirements are satisfied. If an operator fails to satisfy 105 CMR 675.016(C)(3) through (5) within 30 days, the provisional certificate shall be deemed to have expired. (D) Expiration and Renewal of Certificate. (1) A certificate shall expire no later than one year from the date issued. (2) An indoor skating rink certificate maybe renewed by applying at least 30 days prior to the expiration of the certificate. Renewal applications forms prepared by the Bureau shall be obtained from the board of health. (3) Upon receipt of a completed renewal application form and any applicable fee, the board shall issue a renewal certificate of approval, provided that the conditions set forth in 105 CMR 675.016(C)(1) through (5) are satisfied, and provided further that the prior certificate has not been revoked or suspended. (4) If a certificate expires while a timely filed application for renewal is pending, the skating rink shall continue to operate under the expired permit until a new permit is issued or the renewal application is denied. (E) Posting of Certificate. The Certificate of Approval shall be posted on a central bulletin board maintained at the ice skating rink in a manner allowing it to be readily viewed by all members of the public having access to the indoor skating rink (A) The board of health or its agent shall inspect each indoor skating rink at least once annually, within thirty days of receipt of an original or renewal application, if possible, and promptly upon receipt of any written complaint about the air quality in an indoor skating rink or upon receipt of notice from the operator that air levels of carbon monoxide and nitrogen dioxide at the operators indoor skating rink exceed notification air levels. 3/21/97 105 CMR - 3944.5 105 CMR: DEPARTMENT OF PUBLIC HEALTH 675.017: continued - (B) The Bureau shall, upon request of a board of health, accompany and/or advise the board in connection with the board's inspection of an indoor skating rink. The Bureau may also, in its sole discretion, inspect an indoor air skating rink at any reasonable time, on its own. (C) During all inspections, the board shall, at a minimum, review the record keeping log to determine if the proper records are being kept and examine the air monitoring equipment employed by the operator to determine if it is functioning properly and is adequate to satisfy the requirements of 105 CMR 675.000. When investigating a complaint, and at all other times possible, the board or its agent shall also take its own air quality samples using its own air monitoring equipment. (D) Agents of the board of health and the Bureau shall have access at all reasonable times to all indoor skating rinks, which access shall include access to the ice surface as well as access to the operator's record keeping log, ice resurfacing equipment and ventilation equipment and controls. (E) The board or its agents and the Bureau or its agents shall record the results of each of its inspections of indoor skating rinks on an inspection report form provided by the Bureau or on a report form prepared by the board and approved by the Bureau. (A) Immediate Suspension/ Emergency Closure. (1) The board of health or the Bureau or the authorized agent of either may, without prior notice or hearing, suspend a certificate of approval and order the indoor skating rink to close if an imminent health hazard is found to exist. An imminent health hazard shall be deemed to exist if the levels of carbon monoxide or nitrogen dioxide in an indoor skating rink are found, by the taking of one or more air samples by the operator, or the board or Bureau or the authorized agent of either, to exceed evacuation air levels, or if such air levels are otherwise considered by the board, Bureau or either of their authorized agents, to constitute an actual danger to the health of employees or users of the indoor skating rink or visitors to the indoor skating rink. The local fire department shall be notified by the board of health of a suspension/emergency closure as soon as possible. (2) Whenever a suspension is imposed in this manner, the operator shall be notified of the suspension in writing. The notice shall: (a) state that the board of health or the Bureau has determined that an imminent health hazard exists which requires the immediate suspension of operations; (b) list the finding(s) leading to the determination that an imminent health hazard exists; and (c) state that a hearing will be held if a written request for hearing is filed with the board of health or the Bureau by the certificate holder within ten days of receipt of the notice of suspension. (3) The suspension shall be effective upon posting of the notice of suspension on the premises. (4) The board of health or the Bureau shall hold a hearing on the suspension within three business days after receipt of a written request for a hearing. (5) Whether or not a hearing is requested, the board of health or the Bureau may end the suspension at any time if reasons for the suspension no longer exist. (B) Suspension with Prior Notice. (1) The board of health may, after providing an opportunity for a hearing, suspend a certificate of approval if the indoor skating rink does not comply with the requirements of 105 CMR 675.000. 3/21/97 105 CMR - 3944.6 105 CMR: DEPARTMENT OF PUBLIC HEALTH 675.018: continued (2) Notice of the board's intent to suspend a certificate shall be given by the board of health to the operator in writing. The notice shall specify the violations for which the certificate is to be suspended and shall state that the certificate shall be suspended at the end of ten days following service of such notice unless a written request for hearing is filed with the board of health by the certificate holder within such ten day period. If no request for hearing is .filed within the ten day period, the certificate shall be suspended for the period of time specified in the suspension notice. (3) If no hearing is requested or if, after a hearing, the decision to suspend the certificate is upheld, the board shall serve a second notice on the operator stating that the certificate is suspended and setting forth the time period of the suspension and the starting date of the suspension. The notice shall also state that the ice skating rink must be closed on the date specified in the notice and remain closed during the entire suspension period, unless the board explicitly allows it to be reopened at an. earlier time. The notice shall be posted on the premises by the operator. (C) Revocation. (1) The board of health may, after providing opportunity for a hearing, revoke a certificate for: (a) serious or repeated violations of any of the requirements of 105 CMR 675.000; (b) interference with the board of health or its authorized agents in the performance of its duty; (c) a criminal conviction of the permit holder relating to the operation of the indoor skating rink; or (d) for keeping or submitting any misleading or false records or documents required by 105 CMR 675.000. (2) Notice of the board's intent to revoke a certificate shall be given by the board of health to the operator in writing. The notice shall specify the reason(s) for which the certificate is to be revoked and shall state that the revocation shall be imposed at the end of the ten days following service of such notice unless a written request for hearing is filed with the board of health by the operator within such ten-day period If no request for hearing is filed within the ten-day period, the certificate shall be reyoked. (3) If no hearing is requested or i1, after a hearing, the decision to revoke the certificate is upheld, the board shall serve a second notice on the operator stating that the certificate is revoked, and the effective date of the revocation. The notice shall also state that the ice skating rink must be closed on the effective date of the revocation and must remain closed unless and until the revocation is rescinded or a new license is issued for the facility. The notice shall be posted on the premises by the operator. (D) Service of Notices. All notices of intent to suspend or revoke a certificate and all notices of suspension or revocation of a certificate required under this section shall be served on the owner or operator of the indoor skating rink as follows: (1) By sending him a copy of the notice by registered or certified mail, return receipt requested; or (2) Personally, by any person authorized to serve civil process; or (3) Ii, and only i& the aforementioned methods of service are unsuccessful, service may be made, by any person authorized to serve civil process, by leaving a copy of the notice with some responsible person at the indoor skating rink. (A) Correction Orders. Whenever the levels of carbon monoxide or nitrogen dioxide in an indoor ice rink are found, by the taking of one or more air samples by the operator or the board or its authorized agent, to exceed notification air levels, or in other circumstances in which the board or its agent reasonably believes it necessary to protect the health of employees or users of the rink or visitors to the rink, the board or its agent may order the operator to take one or more reasonable corrective measures to reduce the levels of carbon monoxide or nitrogen dioxide in the rink. In issuing such order, the board and its agents shag whenever possible, require the operator to implement the least expensive and simplest corrective measures of the available alternatives which the board or its agent consider effective to ensure that air levels will 3/1/97 105 CMR - 3944.7 105 CMR: DEPARTMENT OF PUBLIC HEALTH 675.019: continued return to and stay below corrective air levels. All orders issued under 105 CMR 675.019(A) shall allow a reasonable time for correction. The order shall be in writing and shall state that the required correction(s) must be made within the time specified by the board and shall advise the operator that if he objects to the order, he must file with the board a written request for a hearing no later than the compliance date specified in the order. The local board of health shall forward copies of correction orders to the local fire department as soon as possible. (B) Form for Order". Orders shall be in writing and shall be issued on forms provided by the Bureau or on a form prepared by the board and approved by the Bureau. Orders shall be signed by the board or its authorized agent. (C) Service of Orders. All orders shall be served on the owner or operator of the indoor skating rink as follows: (1) By sending him a copy of the order by registered or certified mail, return receipt requested; or (2) Personally, by any person authorized to serve civil process; or (3) X and only if, the aforementioned methods of service are unsuccessful, service may be made, by any person authorized to serve civil process, by leaving a copy of the order with some responsible person at the indoor skating rink (A) The person or persons to whom any correction order, emergency closure order or notice of intent to suspend or revoke a certificate of approval has been issued pursuant to 105 CMR 675.018 or 675.019 has been directed, may request a hearing before the board of health. Such request shall be in writing and shall be filed in the office of the board of health within ten days after receipt of the order or notice, unless a shorter or longer period is specified in 105 CMR 675.000. Upon receipt of such request, the board of health shall set a time and a place for such hearing and shall inform the petitioner thereof in writing. Except in the case of an emergency suspension under 105 CMR 675.018(A), the hearing shall be commenced not later than ten days after the day on which the request was filed. However, upon application of the petitioner, the board of health may postpone the date of the hearing for a reasonable time beyond such ten-day period din the judgment of the board of health the petitioner has submitted a good and sufficient reason for such postponement. (13) At the hearing the petitioner shall be given an opportunity to be heard and to show why the order should be modified or withdrawn or why the suspension or revocation is not justified. (C) After the hearing, the board of health shall issue a written decision which contains a summary of the testimony and evidence considered and the reasons for the decision. 675,021- Appeals Any person aggrieved by a decision of the board of health with respect to the provisions of 105 CMR 675.000 may seek relief therefrom in any court of competent jurisdiction, as provided by the laws of the Commonwealth. (A) Any person who violates any provision of 105 CMR 675.000 shall, upon conviction, be fined not more than $100 for the first offense and not more than $500 for a subsequent offense unless a different penalty is set by statute. (B) Any person who fails to comply with any order issued pursuant to 105 CMR 675.000 or who interferes with the board, Bureau, or either of its authorized agents in the conduct of an inspection, shall, upon conviction, be fined not more than $100 for the first offense and not more than 5500 for a subsequent offense. Each day's failure to comply with an order shall constitute a separate offense. 3/21/97 105 CMR - 3944.8 105 CMR: DEPARTMENT OF PUBLIC HEALTH 675 0 3:Seve ar hUU If any provision of 105 CMR 675.000 shall be declared invalid for any reason whatsoever, that decision shall not affect any other portion of 105 CMR 675.000, which shall remain in full force and effect, and to this end the provisions of 105 CMR 675.000 are hereby declared severable. Variances may be granted only as follows: the Board of Health or the Bureau may vary the application of any provision of 105 CMR 675.000 with respect to any particular case when, in its opinion (A) the enforcement thereof would do manifest injustice; and (B) the applicant has proved that the same degree of protection required under 105 CMR 675.000 can be achieved without strict application of the particular provision. Every request for a variance shall be in writing and shall state the specific variance sought and the reasons therefore. Any variance granted by the Board of Health or the Bureau shall be in writing. Any denial of a variance shall also be in writing and shall contain a brief statement of the reasons for the denial. A copy of each variance shall be conspicuously posted for 30 days following its issuance, and shall thereafter be available to the public at all reasonable hours, in the office of the city or town clerk or the office of the Board of Health while it is in effect A copy of the variance shall also be posted at the ice skating rink for one year and kept thereafter with the record keeping log. Notice of the grant of each variance shall be filed with the Bureau, which shall approve, disapprove, or modify the variance within 30 days of receipt thereof. If the Bureau fails to comment within 30 days, its approval will be presumed. No work shall be done under any variance until the Bureau approves it or 30 days elapse without any comment by the Bureau, unless the Board of Health or the Bureau certifies in writing that an emergency exists. Any variance by the Board of Health or Bureau authorized to be made by 105 CMR 675.000 may be subject to such qualification, revocation, suspension, expiration as the Board of Health or Bureau expresses in its grant. A variance authorized to be made by 105 CMR 675.000 may otherwise be revoked, modified, or suspended, in whole or in part, only after the holder thereof has been notified in writing and has been given an opportunity to be heard, in conformity with the requirements for an order and hearing of 105 CMR 675.000. REGULATORY AUTHORITY 105 CMR 675.000: M.G.L. c.111, §§ 3 and 127A 3/21/97 105 CMR - 3944.9 105 CMR: DEPARTMENT OF PUBLIC HEALTH NON -TEXT PAGE n 3/21/97 105 CMR - 3944.10