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HomeMy WebLinkAboutMiscellaneous - Waverly Road (2)m ! 7 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. ran Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance 242-1333 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Project Information 1. This Certificate of Compliance is issued to: Mark Investment, Inc. Name 54 Jaconnet Street Mailing Address Newton MA 02461 City/Town State Zip Code 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: Mark Investment, Inc. Name February 1, 2006 242-1333 Dated DEP File Number 3. The project site is located at: 790 & 800 Waverly Road North Andover Street Address City/Town Map 27 Lot 16 Assessors Map/Plat Number Parcel/Lot Number the final Order of Condition was recorded at the Registry of Deeds for: Rice North Andover, LLC Property Owner (if different) Essex North 10146 06596 County Book Page Certificate 4. A site inspection was made in the presence of the applicant, or the applicant's agent, on: 8/21/07 Date B. Certification Check all that apply: ® Complete Certification: It is hereby certified that the work regulated by the above -referenced Order of Conditions has been satisfactorily completed. ❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the above -referenced Order of Conditions have been satisfactorily completed. The project areas or work subject to this partial certification that have been completed and are released from this Order are: wpaform 8b.doc • rev. 7/13/04 Page 1 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance Li Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 24vided Provided b by DEP B. Certification (cont.) ❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above -referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. ® Ongoing Conditions: The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: aE C. Authorization Issued by: North Andover Conservation Commission This Certificate must be signed by a a' applicant and appropriate DEP gional Signatures: W Date f Issu ce of the Conservation Commission and a copy sent to the ;e (See Attachment). wpaform 8b.doc • rev. 7/13/04 Page 2 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B — Certificate of Compliance 242-1333 'Massachusetts WetlLIands Protection Act M.G.L. c. 131; §40 Provided 3DEP C. Authorization (cont.) Notary Acknowledgement Commonwealth of Massachusetts County of On this Day a°1 n Essex North Of s�A -)Qo? Month V Year before me, the undersigned Notary Public, personally appeared C.0-(- ' NO - 6,Y -a. -Name of Document Signer proved to me through satisfactory evidence of identification, which was/were Massachusetts License Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of DONNA K WEDGE NOTAWPWUC COMMO IIA$$pCHU EAL SETTS mm, My CoExpires Aug. 7, 2009 i North Andover Citylrown Place notary seal and/or any stamp above Conservation Commission (Uma. -),7, Signature of Notary Public Printed Name of Notary Public k My Commission xpires (Date) 4,/ Signature of Notary Public wpaform 6b.doc • rev. 7/13/04 Page 3 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: L'�i WPA Form 8B — Certificate of Compliance 242-1333 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Conservation Commission. To: North Andover Conservation Commission Please be advised that the Certificate of Compliance for the project at: 790 & 800 Waverly Road 242-1333 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County for: Property Owner and has been noted in the chain of title of the affected property on: Date Book Page If recorded land, the instrument number which identifies this transaction is: If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpaform 8b.doc • rev. 7/13/04 Page 4 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands 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 Cummington Hatfield Monterey Richmond Ware Phone: 617-654-6500 Amherst Dalton Hawley Montgomery Rowe Warwick Springfield, MA 01103 Ashfield Deerfield Heath Monson Russell Washington Phone: 413-784-1100 Becket Easthampton Hinsdale Mount Washington Sandisfield Wendell Fax: 413-784-1149 Belchertown East Longmeadow Holland New Ashford Savoy Westfield Bernardston Egremont Holyoke New Marlborough Sheffield Westhampton Blandford Erving Huntington New Salem Shelburne West Springfield Brimfield Florida Lanesborough North Adams Shutesbury West Stockbridge Buckland Gill Lee Northampton Southampton Whately Charlemonl Goshen Lenox Northfield South Hadley Wilbraham Cheshire Granby Leverett Orange Southwick Williamsburg Chester Granville Leyden Otis Springfield Williamstown Chesterfield Great Barrington Longmeadow Palmer Stockbridge Windsor Chicopee Greenfield Ludlow Pelham Sunderland Worthington Clarksburg Hadley Middlefield Peru Tolland DEP Central Region Acton Charlton Hopkinton Millbury Rutland Uxbridge 627 Main Street Ashburnham Clinton Hubbardston Millville Shirley Warren Worcester, MA 01608 Ashby Douglas Hudson New Braintree Shrewsbury Webster Athol Dudley Holliston Northborough Southborough Westborough Phone: 508-792-7650 Auburn Dunstable Lancaster Northbridge Southbridge West Boylston Fax: 508-792-7621 Ayer East Brookfield Leicester North Brookfield Spencer West Brookfield TDD: 508-767-2788 Barre Bellingham Fitchburg Gardner Leominster Littleton Oakham oxford Sterling Westford Berlin Grafton Lunenburg Paxton Stow Sturbridge Westminster Winchendon Blackstone Groton Marlborough Pepperell Sutton Worcester Bolton Harvard Maynard Petersham Templeton Boxborough Hardwick Medway Phillipston Townsend Boylston Holden Mendon Princeton Tyngsborough Brookfield Hopedale Milford Royalston Upton 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: 617-654-6500 Avon Duxbury Halifax New Bedford Rochester Wellfleet Phone: 508-946-2700 Barnstable Eastham Hanover North Attleborough Rockland West Bridgewater Fax: 508-947-6557 Berkley East Bridgewater Hanson Norton Sandwich 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 Winchester Chatham Foxborough Marshfield Plymouth Swansea Winthrop Chilmark Franklin Mashpee Plympton Taunton Woburn DEP Northeast Region g Amesbury Chelmsford Hingham 9 Merrimac Quincy Wakefield 1 Winter Street Andover Chelsea Holbrook Methuen Randolph Walpole Boston, MA 02108 Arlington Ashland Cohasset Concord Hull Ipswich Middleton Reading Waltham Phone: 617-654-6500 Bedford Danvers Lawrence Millis Milton Revere Rockport Watertown Wayland Fax: 617-556-1049 Belmont Dedham Lexington Nahant Rowley Wellesley TDD: 617-574-6868 Beverly Billerica Dover Lincoln Natick Salem Wenham Boston Dracut Essex Lowell Lynn Needham Salisbury West Newbury Boxford Everett Lynnfield Newbury Newburyport Saugus Sherbom Weston 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 Topsfield wpaform8b.doc - DEP Addresses - rev. 8/15/07 Page 1 of 1 �j7bl-w7--ft 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 Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. tab lEfWrl A. General Information North Andover From: 1. Conservation Commiss_ion 2. This issuance is for (check one) 3. To: Applicant: a. First Name 54 Jaconnet Street d. Mailing Address Newton e. CitylTown DEP File Number: 242-1333 ® Order of Conditions ❑ Amended Order of Conditions b. Last Name 4. Property Owner (if different from applicant): See Attached List a. First Name d. Mailing Address e. City/Town 5. Project Location: b. Last Name Salem/Turnpike/Waverly Road a. Street Address Map 27 c. Assessors Map/Plat Number Latitude and Longitude, if known (note: electronic filers will click for GIS locator): Mark Investment, Inc. c. Company MA f. State c. Company f. State North Andover 02461 g. Zip Code g. Zip Code b. City/Town Lots 16 through 26 d. ParcellLot Number 42-40'-41.8" 71-08'-1.33" e. Latitude f. Longitude Property recorded at the Registry of Deeds for (attach additional information if more than one parcel): 6. Essex North a. County b. Certificate (if registered land) c. Book d. Page } f: 8/19/05 1 I f.. -- � r- L. 7. Dates: a. Date Notice of Intent Filed b. Date ('u is Hearing Closed c. Date of I suance Plans and Other Documents (attach additional plan or document references as 8. Final Approved needed): Site Development Plans for Proposed Walgreen's and Retail store (Sheets 1 through 11) a Plan Title Bohler Engineering_, PC. William D. Goebel, P. E. __— b. Prepared By c. Signed and Stamped by 1" = 30' ---- d. PinalrRevision Date e. Scale f. Additional Plan or Document Title g. Date $ 800.00 $ 237.50 $ 562.50 _ 9. Total WPA Fee Paid: a. Total Fee Paid b. State Fee Paid c. City/Town Fee Paid flags 1 of 9 wpaform5.doc • rev, 311105 4 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 Findings pursuant to the Massachusetts Wetlands Protection Act: DEP File Number: 242-1333 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: a. ® Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution f. ®Protection of Wildlife d ®Private Water Supply e. ❑Fisheries Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. 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. 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. 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. A description of the performance standards which the proposed work cannot meet is attached to this Order. ❑ 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). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary (if available) linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 3. ❑ Bank a. linear feet b linear feet c. linear feet d. linear feet 4. ❑ Bordering Vegetated Wetland a. square feet b. square feet c. square feet d. square feet 5. ❑ Land Under a. square feet b. square feet c. square feet d. square feet Waterbodies and Waterways -- — e. cu.yd dredged f. cu.yd dredged wpaform5.doc • rev. 3/1/05 Page 2 of 9 r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions I '`` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 DEP File Number: 242-1333 B. Findings (cont.) ❑ Coastal Beaches 13. ❑ Proposed Permitted Proposed Resource Area Alteration Alteration Replacement 6. ❑ Bordering Land Shores 16. Subject to Flooding a. square feet b. square feet c. square feet Cubic Feet Flood Ponds Storage e. cubic feet f. cubic feet g. cubic feet 7. ❑ Isolated Land Subject to Flooding a. square feet b. square feet Cubic Feet Flood _ Storage c. cubic feet d. cubic feet e. cubic feet 8. ❑ Riverfront area b. total sq. feet a. total sq. feet Sq ft within 100 ft e. square feet d. square feet c. square feet Sq ft between 100-200 ft e. square feet f. square feet e. square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 9. ❑ Designated Port Indicate size under Land Under the Ocean, below Areas 1o. ❑ Land Under the Ocean a. square feet b. square feet 11. ❑ Barrier Beaches 12. ❑ Coastal Beaches 13. ❑ Coastal Dunes 14. ❑ Coastal Banks 15. ❑ Rocky Intertidal Shores 16. ❑ Salt Marshes 17. ❑ Land Under Salt Ponds 18. ❑ Land Containing Shellfish 19. ❑ Fish Runs 20. ❑ Land Subject to Coastal Storm Flowage Permitted Replacement d. square feet h. cubic feet f. cubic feet f. square feet c. cu.yd dredged d. cu.yd dredged Indicate size under Coastal Beaches and/or Coastal Dunes below a. square feet a. linear feet a. square feet c. cu.yd dredged b. square feet c. cly nourishmt. d. c/y nourishmt. b. linear feet c. square feet d. square feet Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a. square feet b. square feet wpaform5.doc • rev. 311105 Page 3 of 9 um Massachusetts Department of Environmental Protection � DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 242-1333 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (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. 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, wpatorm5.doc • rev. 3/1/05 "Massachusetts Department of Environmental Protection" [or, "MA DEP"] "File Number 242-1333 Page 4 of 9 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: 242-1333 C. General Conditions Under Massachusetts Wetlands Protection Act 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. 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. 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. If you need more space for additional conditions, select box to attach a text document Special Conditions: See attached wpaform5.doc • rev. 311/05 Page 5 of 9 Massachusetts Department of Environmental Protection DEP File Number: '07 Bureau of Resource Protection - Wetlands IV WPA Form 5 - Order of Conditions 242-1333 _ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? Z Yes ❑ No 2. The North Andover hereby finds (check one that applies): Conservation Commission 3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: 4 If you need more space for additional conditions, select box to attach a text document wpaform5.doc • rev. 311105 a. Municipal Ordinance or Bylaw b. 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: North Andover Wetland Protection Bylaw Chapter 178 a. Municipal Ordinance or Bylaw b. Citation The Commission orders that all work shall be performed in accordance with the following 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. c. The special conditions relating to municipal ordinance or bylaw are as follows: See attached Page 6 of 0 DEP FILE # 242 - 1333 Therefore, the North Andover Conservation Commission (hereafter the "NACU) 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. 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. 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 8.3 (1).37) of tile 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. C:\"'inword\00C\Wavcr1) /Turnpike -W algreens.doc NACC 2/1/2006 DEP FILE # 242 - 1333 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. This Order of Conditions is issued under File No. 242-1333. 26. 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. 27. 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. 28. The proposed work includes: the removal of an existing single-family dwelling and other associated structures in order to construct a 14,820 s.f Walgreens Pharmacy facility and an additional retail building with associated grading, stormwater management structures, parking, and appurtenances within the buffer zone to a Bordering Vegetated Wetland. The majority of the work, including the building themselves, are located outside of the 100' buffer zone of the wetland resource area. The NACC finds that the project as proposed does not and can not meet the recharge standard #3 of the state and local Stormwater Management Policy given the site conditions, the high groundwater table and the proposed stormwater management design. However, the NACC is satisfied with the applicant's redesign by increasing the existing piping systems and redirecting drainage flows so as not to result in a net loss of recharge from the site to negatively impact downgradient resource areas. However, given these conditions, the NACC finds that the entire site, including those areas outside of the buffer zone, is extremely vulnerable to erosion and sedimentation concerns. For this reason, the NACC finds that it is essential that jurisdiction, specifically for environmental monitoring purposes, falls beyond the 100 -foot buffer zone, which may be reflective in the conditions of this Order. 29. 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: Mark Investments, Inc. (Applicant) 54 Jaconnet Street Newton, MA 02461 Dated August 16, 2005; CAW imvor(i\OOC\Waverl)'/"I'urnpike-Walgreens.doc NACC2/1/2006 DEP FILE # 242 - 1333 Site Plans prepared by: Bohler Engineering, P.C. 352 Turnpike Road Southborogh, MA 01772 Entitled "Site Development Plan for Walgreens - Proposed Walgreen's/Retail Store" dated 8/4/05, revised through 1/3/06, consisting of sheets 1-11. Stamped & Signed by William D. Goebel, P.E. Drainage Report prepared by: Bohler Engineering, P.C. Entitled "Drainage Report", including the Operation & Maintenance Plan dated August 4, 2005, revised through October 24, 2005; Drainage Plan: Entitled "Watershed Exhibit Plan", dated 11/2,/05; Other Record Plans & Documents: Geotechnical Report entitled "Geotechnical Exploration -Evaluation Proposed Pharmacy & Retail Development Waverly Road -Salem Turnpike North Andover, Massachusetts", dated June 28, 2005, and received October 27, 2005; Environmental Notification Form (ENF) entitled "Proposed Retail Center", dated October 31, 2005, and received November 10, 2005; Revised Filing Fee letter prepared by Bohler Engineering dated September 20, 2005; Re -notification to abutters letter prepared by Bohler Engineering dated September 21, 2005; Letter prepared by Bohler Engineering dated August 30, 2005; Stromwater Management Review Letter prepared by Eggleston Environmental dated October 7, 2005; Stormwater Management Review Response Letter prepared by Bohler Engineering, P.C. dated October 26, 2005; Stromwater Management Review Letter prepared by Eggleston Environmental dated November 2,2005; C:\Wimrord\OOC\Wavcrl\'!'1'urnpike-Walgrecns.doc NACC 2/1/2006 DEP FILE # 242 - 1333 Stormwater Management Review Response Letter prepared by Bohler Enginnering, P.C. dated November 7,2005; Stromwater Management Review Letter prepared by Eggleston Environmental dated November 14, 2005; Stormwater Management Review Response Letter prepared by Bohler Enginnering, P.C. dated January 3, 2006; Letter prepared by Alison McKay, North Andover Conservation Administrator, to the Massachusetts Highway Department dated December 1, 2005; Letter prepared by Alison McKay, North Andover Conservation Administrator, to William Goebel of Bohler Engineering dated December 15, 2005; Letter from Eugene Willis, North Andover Director of Engineering, dated December 12, 2005; Letter from Eugene Willis, North Andover Director of Engineering, dated December 27, 2005. 30. The following wetland resource areas are affected by the proposedwork: Buffer Zone to a Bordering Vegetated Wetland. 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. 31. The NACC agrees with the applicant's delineation of the wetland resource areas on the site as shown on the approved plans referenced herein as previously approved for the Eaglewood site, DEP File #242-1220, and along the property boundary as noted. 32. 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 (25') No -Disturbance Zone and a fifty foot (50') No -Construction Zone shall be established from the edge of the adjacent wetland resource area except in those locations as depicted on the approved plan referenced herein. The Conservation Administrator and/or other agents of the NACC do not have the authority to waive C:\WimNord\O0C\Waverly;Turnpike-Walgrccns.doc 4 NACC 2/1/2006 DEP FILE # 242 - 1333 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 3.4 & Appendix F of the local Regtclations). 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. 34. The owners of the project and their successors in title, in the event they proceed to alter areas subject to the Commissions 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. 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. 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 inunediately 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 CAW inword\000W averly /Turnpike -Wal oreens.doc NACC 2/1/2006 t, . DEP FILE # 242 - 1333 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 DEP, File Number 242-1333." 39. Prior to the commencement of any work, the applicant shall permanently mark the edge of the "25' No -Disturbance Zone" with seven (7) signs or markers spaced evenly every 40 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. 40. Prior to the commencement of any work, the applicant shall submit to the Conservation Department a comment letter from the MA Highway Department relevant to the drainage system as previously requested by the NACC and as requested in the letter to the MA Highway Department dated December 1, 2005. 41. Prior to the commencement of any work, the applicant shall submit to the Conservation Department a revised Grading Plan, which shows the approved erosion control locations. 42. Prior to the commencement of any work, the applicant shall submit to the Conservation Department for review and approval a revised landscaping plan detail for the southwestern corner of the site. The current landscaping plan depicts 7 Austrian Pines (Pinus nigra) to be planted within the 25' No -Disturbance zone in this location. The NACC has determined that these plantings may not be adequate in enhancing or protecting the 25' No -Disturbance Zone. As such, a qualified wetland scientist shall prepare a landscaping plan in this location, which would be more suitable for the site. 43. Prior to the commencement of any work, the applicant shall submit to the Conservation Department a copy of the approved NPDES Storm Water Pollution Prevention Plan (SWPPP) for the file. 44. 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 CAW inword\00C\Waverly/'Turnpike- Walgreen s.doc NACC 2/1/2006 DEP FILE # 242 - 1333 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. 45. 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. 46. Prior to any work commencing on site, the applicant shall submit to the NACC for approval, a detailed construction sequence, including a dated timetable of construction, the construction of compensation and retention areas, installation of sedimentation/erosion control devices, roadway infrastructure, phasing associated with the development and the construction of the associated stormwater management structures. The construction sequence shall specify that the stormwater management structures will be constructed first, prior to any other site preparation. This timetable must continue to be updated throughout the project. 47. 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. 48. 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 CAW 7 NACC 2/1/2006 DEP FILE # 242 - 1333 installation be required by the NACC, they shall be installed within 48 hours of the Commission's request. 49. The applicant shall have on hand at the start of any soil disturbance, removal or stockpiling, a minimum of 100 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. All additional emergency erosion controls shall be on site prior to the commencement of any work on site and will be verified by the Conservation Department during the pre -construction meeting. 50. A check payable to the Town of North Andover shall be provided in the amount of $100,000, 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. 51. The applicant shall designate a Qualified 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. Proof of the retained monitor must be submitted to the Conservation Department on letterhead by the retained consulting firm for subsequent review and approval by the NACC or agent thereof. 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. 52. ON EVERY MONDAY of each week, or otherwise arranged by the NACC, in which construction activities occurs on-site and for as long thereafter as ground remains unstable, it is the applicant's responsibility to ensure that the. Environmental / Erosion Control Monitor (EMC) monitor the site and submit written reports to the NACC. The EMC shall certify 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 EMC must visually inspect all sedimentation/ CAW inword\ooCAWaverly/Turnpike-Walgreens.doc 8 NACC 2/1/2006 DEP FILE # 242 - 1333 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. Monitoring reports shall include current condition of erosion and sedimentation controls; describe any erosion or sedimentation repair and/ or replacement; and describe any erosion or sedimentation problems and mitigation measures implemented. Such reports shall continue until the applicant requests a less frequent reporting schedule or an end to reports. This request must be submitted in writing and is subject to approval by the Conservation Administrator. 53. 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 after to the closing of said land transaction. 54. 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 for each pre -construction meeting (e.g. 72 hours). JISTORMWATER MANAGEMENT CONDITIONS 55. All construction and post -construction stormwater management systems shall be conducted in accordance with the approved construction sequence, supporting documents and plans submitted with the Notice of Intent, the Department of C:\Winword\OOC\Waverly/'Turnpike-Walgreens.doc 9 NACC 2/1/2006 DEP FILE # 242 - 1333 Environmental Protection Stormwater Management Policy, and the approved Operation and Maintenance Plan attached herein. 56. Evidence of maintenance of the stormwater management system shall be provided to the NACC on an annual basis by a Registered Professional Civil Engineer. The first report shall be submitted to the NACC one year after the first stormwater structure goes on-line and annual reports must continue to be submitted until a Certificate of Compliance is issued. Compliance with the designed stormwater management system and associated stormwater management conditions shall be satisfied prior to the issuance of a Certificate of Compliance. 57. All drainage structures shall be properly installed and functional. During construction, all drainage structures shall be maintained, as outlined in the approved Operation and Maintenance Plan attached herein. 58. Construction of the stormwater structures shall be constructed and functioning as part of the initial project phase, immediately following clearing and rough grading of the site to serve as siltation control during construction. Runoff from the site shall be directed towards these basins. 59. Temporary and/or permanent basins being used for sedimentation and dewatering during construction shall be cleaned of sediment when levels exceed six (6) inches. The basins shall be cleaned of sediment prior to final grading and construction of permanent stormwater basins. 60. 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. 61. Water quality down gradient of BVW's shall not differ significantly following completion of the project from the pre -development conditions. There shall be no sedimentation into wetlands or water bodies from discharge pipes or surface runoff leaving the site. 62. Prior to the issuance of the Certificate of Compliance, the applicant shall be responsible for cleaning all stormwater structures, in accordance with the approved Operation & Maintenance Procedures Plan attached herein and the associated stormwater management conditions referenced herein. 63. The applicants, owners, and their successors and assignees, shall maintain all culverts, collections basins, traps, outlet structures, subsurface storage areas, and other elements of the drainage system, unless put into an easement to the Town of North C:AWimvord\OOC\Waverly,/"I'urnpike-Walgrcens.doc 10 NACC 2/1/2006 DEP FILE # 242 - 1333 Andover, in order to avoid blockages and siltation which might cause failure of the system and/or detrimental impacts to on-site or off-site resource areas, and shall maintain the integrity of vegetative cover on the site. DURING CONSTRUCTION 64. Accepted engineering and Best Management Practices (BMPs) for construction standards shall be followed in the conduct of all work. 65. A crushed stone construction entrance shall be designated at the entrance/exit drives along Waverly Road to minimize soil/material tracking in accordance with the approved standards and specifications and as shown on the approved plan referenced herein. This entrance shall be maintained and reinforced as necessary. 66. Erosion control devices shall be inspected regularly; any entrapped silt shall be removed to an area outside of the buffer zone and wetland resource areas; silt fence and hay bales shall be replaced as necessary. The areas of construction shall remain in stable condition at the close of each construction day. All erosion controls shall be in place throughout the duration of any construction on site or unless authorized by the Conservation personnel. 67. Upon beginning work, the applicant shall submit written progress reports every week 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. 68. 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 Compliance is issued and the owner or his/her agent shall so specify in the request for Compliance. 69. The sewer lines on the site, where they cross wetland resource areas, shall be tested for water tightness in accordance with North Andover DPW standards. 70. Silt sacs/filter fabric or other siltation/sedimentation protection methods shall be installed at any catch basin/storm drain within 50 feet of the site. 71. The Erosion Control Monitor shall be on site during and/or following a major storm event of 1 inch of rain or greater to ensure that soils remain stable, erosion controls are adequate and secure, and that all BMP's are adequately functioning. C:AWinvord\OOC\Waverh;/"Ilu-npike-Walgreens.doc I I NACC 2/1/2006 DEP FILE # 242 - 1333 72.Approved de -watering activities anticipated shall be supervised and witnessed by the designated erosion control monitor. This designee must be on-site at all times while dewatering is occurring. De -watering activities shall be conducted as shown on the approved plans and shall be monitored daily by the erosion control monitor to 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. 73. Associated pavement and roadways shall be swept at least once per week or as directed by the Erosion Control monitor, the Site Supervisor, Project Manager, or the Conservation staff for as long as the site remains exposed and unstabilized. 74. 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. 75. All exposed soil finish grade surfaces shall be immediately landscaped and stabilized, or loamed, seeded and mulched, with a layer of mulch hay. All disturbed areas must be graded, loamed and seeded prior to November 1St of each year. Outside of the growing season, exposed soil finish grade surfaces shall be stabilized with a layer of mulch hay until climate conditions allow for seeding. During construction, any area of exposed soils that will be left idle for more than 30 days shall be stabilized with a layer of mulch hay or other means approved by the NACC. 76. 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. 77. Equipment shall not be staged overnight within 100 -feet of a wetland resource area. 78. There shall be no stockpiling of soil or other materials within twenty-five (25) feet of any resource area. 79. Washings from concrete trucks, or surplus concrete, shall not be directed to, any drainage system, or wetland resource area. 80. All waste generated by, or associated with, the construction activity shall be contained within the construction area, and away from any wetland resource area. C:\Winword\OOC\Wa\er]N,/Turnpike-Walgreens.doc 12 NACC 2/1/2006 DEP FILE # 242 - 1333 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. 81. 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. AFTER CONSTRUCTION 82. 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. 83. 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. 84. The approved Operation & Maintenance Plan is fully binding upon the applicant and/or owners, successors, agents, associations, heirs and assigns and must be adhered to in perpetuity. 85. Prior to the issuance of a Certificate of Compliance, the applicant must submit proof of contract to the Conservation Department in the form of a written and signed document from the assignee(s) responsible for conducting the perpetual site maintenance in accordance with the Operation & Maintenance Plan. In addition to this contract, the applicant shall submit an Affidavit from the assignee (s) acknowledging the Operation & Maintenance responsibilities of the stormwater management systems in accordance with the approved Operation & Maintenance Plan and other perpetual conditions mandated in this Order. 86. No road salt, sodium chloride, or other de-icing chemicals shall be used on paved surfaces within the buffer zone, and any arrangement for snow removal shall so C:AWinn,ord\OOC\Waverly/Turnpike-Walgreens.doc 13 NACC 2/1/2006 DEP FILE # 242 - 1333 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 as depicted on the approved plan referenced herein. The approved plans depict three (3) no -snow stockpiling signs. The NACC finds that an additional no - snow stockpiling sign is needed. This additional sign shall be placed at the "end of board on board fence" along the 50' No -Construction Zone immediately upgradient to wetland flag 1-107. Additional signs may be assigned in other locations as directed by the Conservation Administrator if necessary. The location and placement of these signs are subject to review and subsequent approval by the NACC or Agent thereof. Signs are available for purchase at the Conservation Department for a fee. Additional snow management procedures and snow storage/removal operations shall be addressed in accordance with the approved Operation & Maintenance Plan. 87. 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. 88. Upon approved site stabilization by Conservation staff, the erosion controls shall be removed and properly disposed of and all exposed unvegetated areas shall be seeded. 89. 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 a Registered Professional Civil Engineer (and/or Registered Professional Land Surveyor) 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. CAW invvord\ooC\Waverly/Turnpike- Walgreen s.doc 14 NACC 2n/2006 DEP FILE # 242 - 1333 i. An "As -Built" plan prepared and signed and stamped by a Registered Professional Civil Engineer (and/or Registered Professional Land Surveyor) 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. v "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. Y 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. Y A line showing the limit of work and the extent of existing erosion control devices. "Work" includes any disturbance of soils or vegetation. y Location of all subsurface utilities entering the property. 90. The following special conditions shall survive the issuance of a Certificate of Compliance (COC) for this project: y 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 this filing. Future work within 100' of existing wetland resource areas will require a separate filing with the NACC. 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 (Condition #32); Discharge or spillage of pollutants (Condition #81); Maintenance of catch basins (Condition #68); Maintenance of all culverts, collections basins, traps, outlet structures, subsurface storage areas, and other elements of the drainage system, unless put into an easement to the Town of North Andover, in order to CAW inword\00C\Waverly/"Turnpike-Walgreens.doc 15 NACC 7,/1/2006 DEP FILE # 242 - 1333 avoid blockages and siltation, which might cause failure of the system and/or detrimental impacts to on-site or off-site resource areas (Condition #63); Prohibition of underground fuels (Condition #82); Y Limitations on the use of fertilizers, herbicides, road salts, de-icing compounds and pesticides (Conditions #83 & #86). y 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. CAW inword\000Waverly/'Turnpike-Walgrecns.doc 16 NACC.2/1/2006 I- t DEP FILE # 242 - 1333 I, APPENDIX A — AFFIDAVIT on oath do hereby depose and state: (authorized agent of applicant and / or owner) (PLEASE CHECK AT LEAST ONE BLOCK) 1) I am the of (position with applicant) (applicant's name) the applicant upon whom the Order of Conditions have been (DEP or NACC File #) placed upon by the North Andover Conservation Commission (NACC). 2) I am the and / or (position with owner) of (owner) the owner upon whose land Order of Conditions have been (DEP or NACC File #) placed upon by the NACC. ♦ I hereby affirm and acknowledge that I have received said Order of Conditions and have read the same and understand each and every condition, which has been set forth in said Order of Conditions. ♦ I hereby affirm and acknowledge that on this day of 20 , 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 the Order of Conditions are presently in compliance. ♦ I hereby affirm and acknowledge that this document will be relied upon by the NACC, as well as any potential buyers of said property, which is subject to the Order of Conditions. Signed under the pain and penalties of perjury this day of CAW ill word\00C\Waverly;Turnpike- WaIgreens.doc 17 20_ (Authorized agent of applicant or owner) NACC 2/1/2006 i STORMWATER SYSTEM OPERATION AND MAINTENANCE PLAN The Proposal is for a private development. The parking and loading areas and its infrastructure will be the sole responsibility of the land owner. Developer: Mark Investments, Inc. 54 Jaconnet Street Newton, MA 02461 (617) 332-8140 COMPONENT: Parking Areas RESPONSIBILITY: Landowner during and after construction. ACTION: Sweeping FREQUENCY: Bi -Annually DESCRIPTION: Driveways and parking areas shall be swept semi-annually (twice per year). The land owner will monitor all areas and remove sediments as necessary, considering both annual necessity and the need for more frequent cleaning during construction. Sweeping shall be performed to remove sediments prior to introduction into the stormwater collection system. Washing and water jetting shall be discouraged The following components shall be inspected after any large storm event of 1.5" or more, in addition to the periodic inspections noted below. Large storm events are defined as, but are not limited to the following 24 hour rainfall amounts: 2 year storm= 3.1 inches 10 year storm=4.5 inches 25 year storm=5.4 inches 100 year storm=6.5 inches After the occurrence of any of the storm events noted above, or any other heavy rainfall that may have affected stormwater management facilities, the designated inspector shall inspect the components listed below for evidence of scouring or erosion, excessive sediment deposits, clogging of stormwater structures, or any other condition that may adversely affect stormwater management operations. All infiltration structures shall be inspected again 72 hours after such storms to make sure all of the flow has infiltrated. After the first year of successful operation, the frequeles f inspection can be reduced to include only the larger storms of sever etor more. /N�� If any of these conditions are observed, then appropriate actions should be taken to restore the stormwater management facility so that it operates as intended. COMPONENT: Deep sump catch basins RESPONSIBILITY: Property owner during and after construction. ACTION: Sediment removal /sump cleaning FREQUENCY: Annual DESCRIPTION: Basins are to be cleaned on an annual basis. The land owner will monitor sumps and remove sediments as necessary, considering both annual necessity and the need for more frequent cleaning during construction: Precautions shall take place to maintain the integrity of the oil trapping hoods during cleaning. The hoods shall be inspected and repaired as necessary. Accumulated Hydrocarbon shall be collected separately from accumulated sediment. All material shall be disposed of in accordance with DEP regulations. COMPONENT: Open detention basins RESPONSIBILITY: Land owner during and after construction. ACTION: Various inspection, maintenance, and cleaning activities FREQUENCY: Annually or as otherwise needed DESCRIPTION: The detention basins shall be inspected a minimum of once per year to ensure that they are operating as intended and that all components are stable and in working order. The property owner should retain the services of a professional engineer with experience in drainage and stormwater to perform the inspections. During the growing season, the side slopes of the ponds shall be mowed at least twice, with additional cuttings performed as needed. All tree saplings of any species will be removed from embankments and the pond bottom. The inlet to the pond shall be inspected for erosion and sedimentation, and rip -rap shall be promptly repaired in the case of erosion. Sediment collecting in the pond bottom shall be inspected annually, and removal shall commence any time the sediment reaches a depth of six inches anywhere in the pond. Any pond sediments removed shall be disposed of'in accordance with the latest DEP guidelines for stormwater sediment disposal. Sediment removal and other pond maintenance activities shall not be considered as a wetland alteration under the 1L4 Wetland Protection Act. COMPONENT: Sediment Chambers/Vortsentry Units RESPONSIBILITY: Land owner during and after construction. ACTION: Inspection FREQUENCY: 2 times per year DESCRIPTION: See attached Manufacturer's Maintenance Guidelines. All accumulated materials shall be disposed of in accordance to DEP regulations. COMPONENT: Snow Storage Areas DESCRIPTION: Snow stockpiling shall be limited to those locations depicted on the Site Plans. When accumulated volume of stockpiled snow becomes an impedance to pedestrian or vehicular traffic, excess volumes shall be removed from the site. VortSentry® Inspection Inspection is the key to effective maintenance and is easily performed. Stormwater360 recommends Qngoing quarterly inspections of the accumulated sediment. Pollutant deposition and transport may vary from year to year and quarterly inspections will help insure the system is cleaned out at the appropriate time. Inspections should be performed more often in the winter months in climates where sanding operations may lead to rapid accumulations, or in equipment washdown areas. It is very useful to keep a record of each inspection. A simple form for doing so is provided. The VortSentry° should be cleaned when inspection reveals that the sediment depth has accumulated to a depth of three feet in the treatment sump. This determination can be made by taking two measurements with a stadia rod or similar measuring device; one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. If the distance measured is less than the distance .given in the following table, the VortSentry° should be maintained to ensure effective treatment. VortSentrvo Maintenance Indicators VortSentry° model Diameter distance between water surface and top of storage sum sediment storage designation ft M ft m d m VS30 3 0.9 2.4 0.7 0.8 0.6 VS40 4 1.2 3.5 1.1 1.4 1.1 VS50 5 1.5 4.4 1.3 2.2 1.7 VS60 6 1.8 5.3 1.6 3.1 2.4 VS70 7 2.1 6.1 1.9 4.3 3.3 VS80 8 2.4 7.0 2.1 5.6 4.3 Note: to avoid underestimating the volume of sediment in the chamber, the measuring device must be lowered to the top of the sediment pile carefully. Finer, silty particles at the top of the pile typically offer less resistance to the end of the rod than larger particles toward the bottom of the pile. Cleaning Maintaining the VortSentry° is easiest when there is no flow entering the system. For this reason, it is a good idea to schedule the cleanout during dry weather. The most effective method of excavating pollutants from the VortSentry° is to use a vacuum truck. Since there are no internal components that block access or view of captured pollutants, maintenance is virtually identical to maintaining a catch basin with a deep sump. Simply remove the manhole cover and insert the vacuum hose into the grit chamber. All pollutants can be removed from this one access point. Once the system is empty, manhole covers should be securely seated to ensure that surface runoff does not leak into the unit from above. If a vacuum truck is not available, a "clamshell' grab may be used, but it is difficult to remove all accumulated pollutants with such devices. In VortSentry° installations where the risk of large petroleum spills is small, floating liquid contaminants may not accumulate as quickly as sediment. However, any spill should be cleaned out immediately. Motor oil and other hydrocarbons that accumulate on a more routine basis should be removed when an appreciable layer has been captured. To remove these pollutants, it may be preferable to use adsorbent pads since they are usually cheaper to dispose of than the oil water emulsion that may be created by vacuuming the oily layer. Floating debris can be vacuumed or netted out separately if accumulation outpaces sediment accumulation. Sample VortSentry Technical Design Manual VortSentry® VortSentry° Inspection & Maintenance Log - Sample 1. The water depth to sediment is determined by taking two measurements with a stadia rod: one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. When the difference between the two measurements is less than the value from the table below, maintenance should be performed. \/nr4Aent-O RA -;-f VortSentry® model designation diameter OIII.G IIIUIUGlU1J distance between water surface and top of storage sum sediment storage VS30 ft 3 m 0.9 ft m 2.4 0.7 ------d m 0.8 0.6 VS40 VS50 4 1.2 3.5 1.1 1.4 . 1.1 VS60 5 6 1.5 4.4 1.3 2.2 1.7 VS70 7 1.8 5.3 1.6 3.1 2.4 VS80 6 2.1 6.1 1.9 4.3 3.3 2.4 7.0 2.1 5.6 4.3 2. For optimum performance, the system should be cleaned out when the floating hydrocarbon layer accumulates to an appreciable thickness. In the event of a spill, the system should be cleaned immediately. Sample VortSentry® Technical Design Manual VortSentry@ VortSentry' Inspection & Maintenance Log Model: 'c Location k . sediment storage ydrnj VS30 •S 4� t t Y` L e A s kY+ �. k bl♦er t 1 -. 3 s - .: :' z pi ":Dater1 purface to uFloat ager � Maintenance .ir Maintence an 1.5 4.4 1.3 d rI P aibnNr127mlI r xt , ,, Personnel Comments' 3.1 2.4 Ddrmentf��Performed 7 2.1 6.1 1.9 4.3 3.3 VS80 8 1 2.4 7.0 2.1 5.6 4.3 13t si'••. 4 .:..:: < '+1' ,i.Lj�� yx.;ytJ4 - CRt f a � �d.r'E � "+ ;. � � �,� � r Mrd t t ar � r�,ri 1 ., : �. t *zn 7 I �• r ,� ttti ; � k v � t •r 4/ �' v.., k.t.+ .r :> r; 1 'fit i+ : 'r; 'r. ,3 S >c;}�, ;^rY .� a S tr r+ t. 1y� ry�i n it ,.t a {, t. n :!Y sc",7• "� .,n 4 .4y'.. :? I x..{ 'S/ k s ITS i�4. >Aily > t-- r; ri t F ' ♦ t t ., t �. t r > ... 4, ..le., r .4.; {.,:•. ..tet .�:..a .r, is .. t f '! N � th Fii SF��4t t; t , iSll'"1`t�t ✓ § .t ' 'i 't } {y J z � v A. i t f�" j L r N �.t. ?4(` r .1+3.P�•f .A �:. .kx'Ztb, <•+': a�<. ..'♦ `t f F Nt. 4�y�k, 1• a s . f Trw,.) �:`��p�d+ K 'r«' ..,^( ,;gr, 9 5 !a .t r J, t���. fit, -q{ r .f i £PV t. ` ,f yet' t 2. The water depth to sediment is determined by taking two measurements with a stadia rod: one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. When the difference between the two measurements is less than the value from the table below, maintenance should be performed. VortSentrV® Maintenance Indicators VortSentry® model designation ft Diameter M distance between water surface and top of storage sum ft m sediment storage ydrnj VS30 3 0.9 2.4 0.7 0.8 0.6 V340 4 1.2 3.5 1.1 1.4. 1.1 VS50 5 1.5 4.4 1.3 2.2 1.7 VS60 6 1.8 5.3 1.6 3.1 2.4 VS70 7 2.1 6.1 1.9 4.3 3.3 VS80 8 1 2.4 7.0 2.1 5.6 4.3 2. For optimum performance, the system should be cleaned out when the floating hydrocarbon layer accumulates to an appreciable thickness. In the event of a spill, the system should be cleaned immediately. Sample VortSentry® Technical Design Manual Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands }� WPA Form 5 - Order of Conditions i Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance DEP File Number: 242-1333 This Order is valid for three years, unless otherwise specified as a special I Ll, 1111. condition pursuant to General Conditions #4, from the date of issuance. Date of IL nuance Please indicate the number of members who will sign this form: - , This Order must be signed by a majority of the Conservation Commission. 2. Number of signers 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 Nhe appropriate Department of Environmental Protection Regional Office, if not filing electron#ly, and the rdperty owner, if different from applicant. ,� — Signatures: L, �a.L j• �l9,� )/ Notary Acknowledgement Essex North _ Commonwealth of Massachusetts County of Es On this Day ! Of Month i° Year Before me, the undersigned Notary Public, 1 , e � personally appeared Name of Document Signer proved to me through satisfactory evidence of identification, which was/were •e__ ---V....,..... 1 ;-- Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. North Andover rnncanintinn Cf)mmission As member of 6i Town D MAM,WME W1 :S * ©pA &$=A U9- T, 2009 Place notary seal and/or any stamp above This Order is issued to the applicant as follows: ❑ by hand delivery on Date wpaform5.d0c • rev. 3/1/05 Signature of Notary Public Printed Name of Notary Public My Commission Expires (Date) ❑/ by certified mail, return receipt requested, on Date If Pape 7 of q Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 242-1333 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 F. 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 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. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. 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. Section G, Recording Information is available on the following page. Page 8 of 9 wpaform5.doc • rev. 3I1/05 c Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands i` WPA Form 5 -Order of Conditions 242-1333 j Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. 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 this form shall be submitted to the Conservation Commission listed below. North Andover Conservation Commission 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: Project Location Has been recorded at the Registry of Deeds of: County for: Property Owner 242-1333 DEP File Number Book and has been noted in the chain of title of the affected property in: Book 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 Signature of Applicant Page wpaforrn5.doc • rev. 311/05 Page 9 of 9 � 1 k DEP FILE # 242 - 1333 I, APPENDIX A — AFFIDAVIT (authorized agent of applicant and / or owner) 1) I am the on oath do hereby depose and state: (PLEASE CHECK AT LEAST ONE BLOCK) (position with applicant) of the applicant upon whom the Order of Conditions (applicant's name) have been (DEP or NACC File #) placed upon by the North Andover Conservation Commission (NACC). 2) I am the and / or of (position with owner) (owner) the owner upon whose land Order of Conditions placed upon by the NACC. have been (DEP or NACC File #) ♦ I hereby affirm and acknowledge that I have received said Order of Conditions and have read the same and understand each and every condition, which has been set forth in said Order of Conditions. ♦ I hereby affirm and acknowledge that on this day of '20--, 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 the Order of Conditions are presently in compliance. ♦ I hereby affirm and acknowledge that this document will be relied upon by the NACC, as well as any potential buyers of said property, which is subject to the Order of Conditions. Signed under the pain and penalties of perjury this —__ daY of C:1Wiu-%x,ordlOOC'�.wadc,-rl-,/Ttunpike-Walgrecns.doc 17 20 --- (Authorized agent of applicant or owner) NACC 2/1/2006 MILLER ENGINEERING &TESTING INC. TRANSMITTAL LETTER TO: FRANK QUIGLEY MARK INVESTMENTS, INC. C/O FD QUIGLEY & ASSOC. 10 OLD FARM ROAD WILBRAHAM, MA 01095-1445 Enclosed we are sending the following reports: COPIES: DATE: DESCRIPTION: 0 10/17/06 CONCRETE TEST RESULTS DATE: 10/17/2006 JOB NO: 06.267.NH PROJECT: WALGREEN'S/PETCO, N. ANDOVER LOCATION: NORTH ANDOVER, MA Remarks: COPIES TO: 1 -Ai Mckinnon, Heritage Consulting, LLC 1 -Gerald A. Brown, Town of North Andover Inspector of Buildings 1 -Ron Laprie, DF Pray 1 -Michael Cassavoy, Edwards & Kelcey EMAIL ONLY: Frank Quigley, Mark Investments Thank You, MILLER ENGINEERING & TESTING, INC. Peter Schwotzer CORPORATE OFFICE. 100 Sheffield Road - PO BOX 4776 -Manchester, NH 03108 -TEL: (603) 668-6016 -FAX: (603) 668-8641 SATELLITE OFFICES. 130 East Main St. -P.O. BOX 11 - Northborough, MA 01532 -TEL: (508) 393-2607 -FAX: (608) 393-8490 474 Dorchester Ave. - Boston, MA 02127 — TEL: (617) 269-8829 - FAX: (617) 269-8837 fA REPORT OF CONCRETE CYLINDER TEST Miller Engineering & Testing, Inc. Report Date: 10 / 17 / 0 6 Project Number: 06.267 . NH Report Number: 2 A -D Project: WALGREEN'S/PETCO, N. ANDOVER Client: MARK INVESTMENTS INC. Address: Attn FIELD TEST CONDITIONS AND RESULTS (ASTM C31) Date Placed: 10/2/2006 Time Sampled: 1: 3 0 PM Location of Sample: Foundation Supplier: KINDSTON REDIMIX Truck Number: 1136 Mix Number: 3/4 Design Strength: 3000 Time Batched: Batch Size: 50 Slump: 5. 0 (ASTM C 143) Concrete Temp: 70 (ASTM C 1064) Water Added: wall 6 -Line, A -D Ticket Number: 1047 Time Placed: Air Content: (ASTM C 231) Ambient Temp: 64 Technician: S. Khan LABORATORY TEST RESULTS (ASTM C 293 Remarks: TYPES OF FRACTURE Test n Type 1 Type 2 Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture 2 A 10/9/2006 7 75000 6.00 28.27 2650 88% 3 2 B 10/9/2006 7 80000 6.00 28.27 2830 94% 4 2 C 10/30/2006 28 6.00 28.27 2 D 10/30/2006 28 6.00 28.27 Remarks: TYPES OF FRACTURE n Type 1 Type 2 Type 3 Copies to: El F1 a Type 4 Type 5 Type 6 Reported by: Harold Coyle Director Of Operations REPORT OF CONCRETE CYLINDER TEST Miller Engineering & Testing, Inc. Report Date: 10/ 17/06 Project Number: 06.267. NH Report Number: 3 A -D Project: WALGREEN'S/PETCO, N. ANDOVER Client: MARK INVESTMENTS INC. Address: "M FIELD TEST CONDITIONS AND RESULTS (ASTM C31) Date Placed: 10/6/2006 Time Sampled: 2: 00 PM Location of Sample: Petco footing on 5 -Line, A -D Supplier: KINDSTON REDIMIX Truck Number: 1105 Mix Number: 3/4" Design Strength: 3000 Time Batched: Batch Size: 21 Slump: 4. 5 (ASTM C 143) Concrete Temp: 60 (ASTM C 1064) Water Added: Ticket Number: 1357 Time Placed: Air Content: (ASTM C 231) Ambient Temp: 58 Technician: S. Khan LABORATORY TEST RESULTS (ASTM C 293 Remarks: TYPES OF FRACTURE , 1� ® Test Type 1 Type 2 Copies to: 1] 1111 Type 3 F1 Type 4 Type 5 Percent of Type of Specimen Date Age Load Diameter Area . Strength Design Fracture 3 A 10/13/2006 7 70010 6.00 28.27 2480 83% 5 3 B 10/13/2006 7 73480 6.00 28.27 2600 87% 5 3 C 11/3/2006 28 6.00 28.27 3 D 11/3/2006 28 6.00 28.27 Remarks: TYPES OF FRACTURE , 1� ® 15 Type 1 Type 2 Copies to: 1] 1111 Type 3 F1 Type 4 Type 5 Type 6 Reported by: Harold Coyle Director Of Operations FROM (FRI)SEP 29 2009 8:29/ST. 0:27/Mo.7600000229 P 2 - t , . m l � 1 ENcONEEa 30CWWMSWW At MTECTS BOWn. IMMOOdPAGO W10 IPIAMNERt V" 517.24LOW coNstaucroAs F=617.242" WW.Gkmp.aam September 8, 2005 Mr. Gerald Brown Buildi" InAwdiw Town of North Andom 1600 Osgood St. N 4S� RB: 'Walgiroena Phlza�,,,,...� _ _li -avakr Road" PamitNo. 043 EK Project No. 0500.13.272 DF PRAY INC I have mviewod site excsva im and eousaucdon of dlo retaining wall along with the MkVM M mp" for =d m m with the drawings end womiticsfious pamilted for CWAVCUM I mportdial the work dour Io date, eprF , 4 to be inoomplimrar with the plana and spe if macho .permitted foe construodom Should you have any questions please feel fere to =L Very truly yours, Well aet A. Cassavay, P.E., R.A. vicepi MAGmec c: Russ Bommmi — D. F. Pray Frank Quigley, FD Quigley & Associates FROM Date: Friday, September 29, 2006 <FRI>SEP 29 2008 6:27/ST. 8:27/No.7500000229 P 1 -M To: Town of North Andover Building Department Fax #: 1-978-688-9542 Attn: Mr. Gerald A. Brown cc: Mr. Brim Leathe From: Mr. Ronald Laprise / D.F. Pray General Contractors Project #: Walgreens Project / Waverly Street & Rte 114, North Andover Reference: Site Excavation and Construction of the Retaining Wall Dear Mr. Gerald A. Brown: Included with this fax is the letter from Edwards & Kelcey in regards to the site excavation and construction of the retaining wall. if you have any questions or need more information please call me. Mr. Ron Laprise Project Manager Cell: 1-508-989-1173 25 ANTHONY STREET SEEKONK, MA 02771 TEL 508-336-3366 FAX 508-336-3384 WWW,DFPRAY.COM S E E K 0 R K BOSTON D TR 01 T HARTSVRD �m .'MILLER ENGINEERING &TESTING INC. MAN&-NC;ZT!-�r--CR­`.;GH C, — PRC L (9 1 V- E /L P R 0 i ECTNO CUE% - W E A T, : -, tq v 6's 7 m c- N —Itq L. SATE PjZtoAj -22-0 OIFIELD REPORT L. !NgS t TE PL)X*Po'5& oF 7�D -f 7'�-j -7 1. ON VrovSe (L W I+L- E 8UILDI -r4wl IL -0 tw,-v En 7o P Vl 0eLLL- PQ TIN -S Lit-tr, A— Pal -A LLt�.E _A�A ALL C -STS PSrLF0rUyllQ 1�i Dt Cpr -yr-n mmmurl S— k C- -r 'o 4F•fcoo-rtt4C,,s WHS7., r -116(-I? DAV DENS/">tp A- c -r A - p 11 o C-ro F F 1?oLjt•4D 70 13F H A C co at) fftN4 ct rr,DA-AWIfAG RO. A-1 AHb Lit, p P( p- C F-Er4 0 #q -r7- 4 Henn C, m P -1-c u tA t4 A-tL!, jg-v.i) e 5,/c. -r Fe IL -L7 0 : f2 VtlleM w(fS A RL -,&,o Vr-fA--r L4 -r, -7 H T/115 P PV(Svj 11REPAREA) BY: 4 �rq r COMPACTION CONTROL SUMMARY MANCHESTER, NH (603) 668-6016 NORTHBORO, MA (508) 393-2607 BOSTON, MA (617) 269-8829 PROJECT: wRL G.ac&-mS N, 41400W& PROJECT NO: G (, Z (7. hIA, TEST t.0. DATE TEST METHOD TEST LOCATION OR OR ELEV. MATERIAL DESCRIPTION CORRECTED MAXIMUM DRY DENSITY OPTIMUM MOISTURE. CONTENT (W) FIELD DRY DENSITY (LB/FTe) FIELD MOISTURE CONTENT PERCENT COMPACTION (%) SPECIFIED PERCENT CO.W ACTION COM \dE\ 2-4q-22_ 0 6 �2c3 HG, YTC IDIL WAe:t —TF, G Ike A — 'r SEE.FIR Q.Sl��t BOF = Bottom Of Footing 6) r-4- INpLALE entAa_ TOF = Top BFG = Below Finish Grade SA = Sand STOF = Below Top Of Footing TOW = Below Top Of Wall 23 BOE = Bottom Of Footing FG = Finish Grade TR = Trace �Zq 1 7.1 i 2(, 12q,3 6,q 9�. 4 27 12 �. "2- 961s EY-TelLto'(b VJ t.L FTS,, A Civ,; a,2_9 SEE FtrLD SKT It7,� 5,y 9S2 a 3d 13-o,l S.8 �G�g 3 L=wtF,rLie(L v,ftLL. FT(,, q_ C Sct;F�EtA 5t�7, 3 y Iz>.9 fr 93:2- Z 9's. 9's; NDG = Nuclear Density Gauge BS = Below Subgrade CRGR = Crushed Gravel A =Adequate Compaction SC = Sand Cone SG = Subgrade BRGR = Bankrun Gravel F = Inadequate Compaction RT = Right BSS = Below Slab Subgrade GR = Gravel Additional Abbreviations LT = Left BBF = Below Base Of Footing GR/SA = Gravel And Sand CL = Center Line BOF = Bottom Of Footing SA/GR = Sand And Gravel TOF = Top BFG = Below Finish Grade SA = Sand STOF = Below Top Of Footing TOW = Below Top Of Wall OM = On -Site Material BOE = Bottom Of Footing FG = Finish Grade TR = Trace IF ANY OTHER ABBREVIATIONS ARE USED THAN THOSE SHOWN, PLEASE NOTE WHAT THEY STAND FOl 1+ MILLER ENGINEERING & TESTING INC. MANCHESTER, NH (603) 668-6016 NORTHBORO, MA (508).393-2607 FAX: (603) 668-8641 FAX: (508) 393-8490 PROJECT: WRLGREENs N. AmDavya 1`/L A DATE: 1=Rir��y Q -22-0 6 0 FIELD SKETCH 9 BOSTON, MA (617) 269-8829 FAX: (617) 269-8837 PROJECT NO: a G. 267. N p t3z m ►3 mill e r n n o ro oq roIt 00 m o z a C t�7 (Zj d D rxn (Tl � Co H k Y n C o� Y z a y y �— CD O r0 51 19 10 Ao Z r O N 'rJ R1 00 ° r Z r zCDCD a Oil z cn n rn z a OqL o y �o CD Az z � � o R t� 00 a W m 01) Wo m W Y 1' o IrD Lo CCI --1=7, _ H D 0 N J 0 u W J � W N rA CDc� ° c� c� � ro cu cu � � p p --d O � O O O O n n O O A � G1 0 0 � � n n� `� A � O O �• C/1 �'' � v� td GJ Cd b7 a- o G1 Cx1 � n `� r C1yC���,�r-�baN .p P_? 'C1 O .y n O CD o � a a H � a. � o � cn •t 'LS O,, Oro v' O'' '-' � J p O Q. CD � A N (D to J (D •J �t O CD • J � np "•' J _H� •J � W N N � •J 0 n 0 0 CD H y " y f G ? � s � _ Z 0 m n O y c� C�1 n H •� C7 O N a r' O •J n H �r m �M d� A t�. N � o b � y � C (D A O rF F� O C H y " y f G ? � s � _ Z 0 m n O y c� C�1 n H •� C7 O N a r' O MILLER ENGINEERING & TESTING INC. MANCHESTER, NH (603) 668-6016 NORTHBORO, MA (508) 393-2607 BOSTON, MA (617) 269-8829 FAX: (603) 668-8641 FAX: (508) 393-8490 FAX: (617) 269-8837 PROJECT: WALGREENS, NORTH ANDOVER PROJECT NO: 06.267.NH NORTH ANDOVER, MA CONTRACTOR: D.F. PRAY CLIENT: MARK INVESTMENTS, INC. WEATHER: CLEAR — 75 DATE: 08-11-06 SOILS FIELD REPORT PURPOSE: To observe the earthwork activities and perform Field Density testing. EQUIPMENT OPERATING: 1 -John Deere 330LC Excavator 1-1/R Pro Pack 100 Vibratory Rolling Compactor WORK ACCOMPLISHED: The undersigned reported to the above referenced project and observed the site contractor concentrate their efforts on backfilling over a 6 -inch sanitary line,- south of sewer manhole number-two. The material being used was a sand and gravel (on-site), very moist, silty medium brown, with visible aggregates ranging from 1 to 8 -inches. Approximately 4 - feet of material was in place over the pipe. This lift was moist, weaving, unstable and cracking. The superintendent form DF Pray was informed and requested that the undersigned document their construction methods. Lifts averaging 20 -inches were placed then compacted using a vibratory rolling compactor. This concludes today's observations. PREPARED BY: Richard Smith MILLER ENGINEERING & TESTING INC. 4 - ------ TRANSMITTAL LETTER TO: FRANK QUIGLEY DATE: 8/22/2006 MARK INVESTMENTS, INC. JOB NO: 06.267.NH C/O FD QUIGLEY & ASSOC. 10 OLD FARM ROAD PROJECT: WALGREEN'S, N. WILBRAHAM, MA 01095-1445 ANDOVER LOCATION: NORTH ANDOVER, MA Enclosed we are sending the following reports: COPIES: DATE: DESCRIPTION: 1 8-11-06 SOILS FIELD REPORT Remarks: COPIES TO: 1 -Al Mckinnon, Heritage Consulting, LLC Thank You, 1 -Gerald A. Brown, Town of North Andover Inspector of Buildings MILLER ENGINEERING & TESTING, INC. Peter Schwotzer CORPORATE OFFICE: 100 Sheffield Road - PO BOX 4776 -Manchester, NH 03108 -TEL (603) 668-6016 -FAX: (603) 668-8641 SATELLITE OFFICES: 130 East Main St. -P.O. BOX 1 1 - Northborough, MA 01532 -TEL: (508) 393-2607 -FAX: (508) 393-8490 474 Dorchester Ave. - Boston, MA 02127 — TEL: (617) 269-8829 - FAX: (617) 269-8837 A 14A MILLER ENGINEERING & TESTING INC. TRANSMITTAL LETTER TO: FRANK QUIGLEY DATE: 8/28/2006 MARK INVESTMENTS, INC. JOB NO: 06.267.NH C/O FD QUIGLEY & ASSOC. PROJECT: WALGREEN'S, N. 10 OLD FARM ROAD WILBRAHAM, MA 01095-1445 � ANDOVER LOCATION: NORTH ANDOVER, MA Enclosed we are sending the following reports: COPIES: DATE: DESCRIPTION: 1 08/24/06 PROCTOR -GRADATION TEST RESULTS (L060680) Remarks: COPIES TO: l -Al Mckinnon, Heritage Consulting, LLC Thank You, I -Gerald A. Brown, Town of North Andover Inspector of Buildings MILLER ENGINEERING & TESTING, INC. Peter Schwotzer CORPORATE OFFICE: 100 Sheffield Road - PO BOX 4776 -Manchester, NH 03108 -TEL: (603) 668=6016 -FAX: (603) 668-8641 SATELLITE OFFICES: 130 East Main St. -P.O. BOX l I - Northborough, MA 01532 -TEL: (508) 393-2607 -FAX: (508) 393-8490 474 Dorchester Ave. - Boston, MA 02127 — TEL: (617) 269-8829 - FAX: (617) 269-8837 Boring No.: N/A Project: WALGREENS N.ANDOVER Sample No.: L060680 Project No. : 06.267.NH - BILLER ENGINEERING & TESTING, INC. Tested by : DM/BM Location: ON SITE PROCESSED MATERIAL Filename :1-060680 Date : Thu Aug 24 2006 PR0CT0R-GRADATION TIES' RESULTS COMPACTION 138.0 Sample Description PROCESSED GRAVEL Compaction Test Designation ASTM D1557—D 13 6. 0 -—... ....... .._.................................. _........ _......__............................. _......._...... _........ ....... .......... ...... ._.............................. ...... MaximumDy Density 133.4 PCF r it Optimum Moisture Content 7.4 % U LL ' 1 34 O c� Lw z 132.0- ...__........_..................... ..._... ........... i._ ..... -.............................. ......_.............. _........... ___......... _... ---....... .... D 130.0 _._....................... ........_.__........ ............... ._....... .... .............................. _...... _.._.... _..... ---..... _'................ ..................... 1 28. S.0 5.0 7.0 9.0 11.0 13.0 % MOISTURE CONTENT GRAIN SIZE DISTRIBUTION U.S. STANDARD SIEVE SIZE 4" 2" 1., o.5" #4 #10 #20 #40 #60 #100 #200 #400 100 0 90 i I ........ _. ......... ..._... .....:..... ............ ii i Z� 70 I30, 3 I 0 60 .... ..... ..... ..... ............ .._. 50 50LJi LjLd a:: 40 w :.:. ... Of v w 30 w CL `I .i.. 7 20 i ......... ........ .. ... ... ... ii i .. ..... 0 1 000 500 100 ... ..II .. ..... .:.:. 100 50 10 5 1 0.5 C).1 0.05 0.01 0.005 0.001 . GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES COARSE FINE COARSE MEDIUM FINE E SILT OR CLAY UNIFIED SOIL CLASSIFICATION SYSTEM Figure 1 Tue Aug 22 15:14:31 2006 GEOTECHNICAL LABORATORY TEST DATA Project : WALGREENS N.ANDOVER Project No. 06.267.NH Depth : N/A Boring No. N/A Test Date : 8-22-06 Sample No. L060680 Test Method : ASTM Location : ON SITE PROCESSED MATERIAL Soil Description : PROCESSED GRAVEL Remarks : FOR BACKFILL ON VERSA LOCK WALL Page : 1 Filename L060680 Elevation N/A Tested by DM/BM Checked by BC Percent Finer 100 94 84 75 69 C 62 58 49 ( �% COARSE SIEVE SET FINE SIEVE SET Sieve Sieve Openings Weight Cumulative Mesh Inches Millimeters Retained Weight Retained Retained Weight Retained Finer (lb) (lb) ---------- 3" ------ 3.000 ----------- 76.20 -------- 11.80 --------------- 11.80 2" 2.000 50.80 15.40 15.40 1.5" 1.500 38.10 17.70 21.30 1" 1.000 25.40 16.80 26.30 0.75" 0.752 19.10 15.40 29.90 0.5" 0.500 12.70 15.70 33.80 0.375" 0.375 9.52 14.10 36.10 #4 0.187 4.-75 17.-30 41.60 Total Weight of Sample = 70.1 47.20 250.30 Tare Weight = 11.8 82.10 Page : 1 Filename L060680 Elevation N/A Tested by DM/BM Checked by BC Percent Finer 100 94 84 75 69 C 62 58 49 ( �% Total Weight of Sample = 332.4 Tare Weight = 0 Moisture Content = 0 D85 39.5287 mm D60 10.7639 mm D50 5.1568 mm D30 0.4663 mm D15 0.0997 mm D10 0.0599 mm Soil Classification ASTM Group Symbol N/A ASTM Group Name N/A AASHTO Group Symbol A -1-a(0) R �� r FINE SIEVE SET Sieve Sieve Openings Weight Cumulative Percent Mesh Inches Millimeters Retained Weight Retained Finer ---------- ------ ----------- (gm) -------- (gm) --------------- (o) ------- #10 0.079 2.00 43.20 43.20 43 #20 0.033 0.85 51.60 94.80 35 #40 0.017 0.43 38.80 133.60 29 #50 0.012 0.30 22.10 155.70 26 #60 0.010 0.25 11.80 167.50 24 #100 0.006 0.15 35.60 203.10 19 #200 0.003 0.07 47.20 250.30 12 Pan 82.10 332.40 - 0 Total Weight of Sample = 332.4 Tare Weight = 0 Moisture Content = 0 D85 39.5287 mm D60 10.7639 mm D50 5.1568 mm D30 0.4663 mm D15 0.0997 mm D10 0.0599 mm Soil Classification ASTM Group Symbol N/A ASTM Group Name N/A AASHTO Group Symbol A -1-a(0) R �� r MILLER ENGINEERING & TESTING INC. TRANSMITTAL LETTER TO: FRANK QUIGLEY MARK INVESTMENTS, INC. C/O FD QUIGLEY & ASSOC. 10 OLD FARM ROAD WILBRAHAM, MA 01095-1445 Enclosed we are sending the following reports: DATE: 8/24/2006 JOB NO: 06.267.NH PROJECT:. WALGREEN'S, -N. k--' ANDOVER - LOCATION: NORTH ANDOVER, MA COPIES: DATE: DESCRIPTION: 1 8-18-06 SOILS FIELD REPORT AND COMPACTION CONTROL SUMMARY Remarks: COPIES TO: 1-A] Mckinnon, Heritage Consulting, LLC 1 -Gerald A. Brown, Town of North Andover Inspector of Buildings Thank You, MILLER ENGINEERING & TESTING, INC. Peter Schwotzer CORPORATE OFFICE: 100 Sheffield Road- PO BOX 4776 -Manchester, NH 03108 -TEL: (603) 668-6016 -FAX: (603) 668-8641 SATELLITE OFFICES: 130 East Main St. -P.O. BOX 1 1 -Northborough, MA 01532 -TEL: (508) 393-2607 -FAX: (508) 393-8490 474 Dorchester Ave. - Boston, MA 02127 – TEL: (617) 269-8829 - FAX: (617) 269-8837 —r "3 �v 3 p�q�pp MCA 111100 cn0w 0cnM% � -1-vw C d Q Q O o� r C OU v'aU VF z F as a0 co W La u � n� to II p V � F., w 9 W Q y L N N W o OdN d E_ 00 — .�..M C a W g" o W 10 z z 0 z � z W o a v Q o o '� 0000 z Cl) wd > p•l '�' �. ►' —w w d ww J 00 w Z a M � '�'1^1 V Z m 00 J � zM Q z E., u w U V M M a D u lu a � 9 vFix F� zF- O� �W wO Q o N 0 N (� Uz 00 00 00 z it va, C7 II zy �z N "3 �v 3 p�q�pp MCA 111100 cn0w 0cnM% � -1-vw JUL-17-2006 09.27 BELL ATLANTIC Town of North Andover Building DepartnOnt 27 Chadw SUVA North Andover IIIA CHO" Tet. 978.685-9545 Fox= g78� ►: 7,6-, 1111!1, • _� ,,: 976 662 0401 P.01 DWARTWW 8W"ffS —pion hIYlG - % 1I t.7 j�- JUN 20 2006 11:34 FR ENGINEERING Jun 20 06 11:17a Uob & menau t Town of North Andover Building Department 1600 Osgood Street North Andover MA 01845 Tel:978-688-9545 Fax: 978.688-9542 DEMOLITION OF BUILDING AFFIDAVIT R L.) /oG 1 p OWNER'S NA E 8 ADDRESS 978 725 1036 TO 919786889542 P.03 NoR7'N E �•.:a. e O 0 .% iKMt11�MR■ _ '�• DEPT. OF PUBLIC WORKS - GAS TELEPHONE EXTERMINATOR DUMPSTER ON/OFF STREET - DIG SAFE NUMBER D TE RE 'D Doe.ionn demeHtlon of building atfidewd 86DG INSPECTQR ** TOTAL PAGE.03 ** JUN 20 2006 11:34 FR ENGINEERING 978 725 1036 TO 919786889542 P.02 nationalgrid Robert C. Pendrake SupeMsor of Support Servim June 20, 2006 Re: Removal of electrical service for demolition. V. Scott Follansbee / President E & F Builders 37 Walker Road North Andover, MA 01845 Dear Mr. Follansbee: This letter is to confirm that the electrical services and meter(s) were removed from 61 Wentworth Avenue, North Andover, MA on May 26, 2006. If you have any questions or need further assistance, please feel free to contact me at 978-725-1320. Sincerely, Robert C. Pendrake Supervisor of Support Services RCP/cmc 1101 Turnpike Street North Andover, MA 01845 878.725-1320 MILLER ENGINEERING & TESTING INC. TRANSMITTAL LETTER TO: FRANK QUIGLEY DATE: 8/29/2006 MARK INVESTMENTS, INC. JOB NO: 06.267.NH C/O FD QUIGLEY & ASSOC. PROJECT: WALGREEN'S, N. 10 OLD FARM ROAD WILBRAHAM, MA 01095-1445 ANDOVER LOCATION: NORTH ANDOVER, MA Enclosed we are sending the following reports: COPIES: DATE: DESCRIPTION: 1 08-28-06 PROCTOR — GRADATION TEST RESULTS (1,060706) Remarks: COPIES TO: 1-A1 Mckinnon, Heritage Consulting, LLC Thank You, 1 -Gerald A. Brown, Town of North Andover Inspector of Buildings MILLER ENGINEERING & TESTING, INC. Peter Schwotzer CORPORATE OFFICE. 100 Sheffield Road - PO BOX 4776 -Manchester, NH 03108 -TEL: (603) 668-6016 -FAX: (603) 668-8641 SATELLITE OFFICES: 130 East Main St. -P.O. BOX 11 -Northborough, MA 01532 -TEL: (508) 393-2607 -FAX: (508) 393-8490 474 Dorchester Ave. - Boston, MA 02127 — TEL: (617) 269-8829 - FAX: (617) 269-8837 GRAVEL SAND COBBLES SILT OR CLAY COARSE FINE COARSE MEDIUM FINE 0 Mon Aug.28 07:56:56 2,006 GEOTECHNICAL LABORATORY TEST DATA Project : WALGREENS N ANDOVER Filename L060706 Project No. 06.267.NH Depth : N/A Elevation N/A Boring No. N/A Test Date : 8-28-06 Tested by DM/BM Sample No. L060706 Test Method : ASTM Checked by BC Location : ON SITE CRUSHED GRAVEL Soil Description : TO BE USED FOR BACKFILL ON WALLS Remarks : ASAP COARSE SIEVE SET Sieve Sieve Openings weight Cumulative Percent Mesh. inches Millimeters Retained weight Retained Finer ----------------- (lb) (ib) W ---------- 4" 4.000 101.60 -------- 15.00 --------------- 15.00 ------- 96 3" 3.000 76.20 18.00. 21.20 88 2" 2.000 50.80 18.60 28.00 79 1.5" 1.500 38.10 19.60 35.80 69 1" 1.000 25.40 17.20 41.20 62 0.75" 0.752 19.10 16.10 45.50 56 0.5" 0.500 12.70 17.00 50.70 50 0.375" 0.375 9.52 14.30 53.20 47 #4 0.187 4.75 17.90 59.30 39 Total Weight of Sample = 89.2 Tare Weight = 11.8 FINE SIEVE SET Sieve Sieve Openings Weight Cumulative Percent Mesh Inches Millimeters Retained Weight Retained Finer ---------- ------ ----------- (gm) (gm) (o) #10 0.079 2.00 -------- 50.80 --------------- 50.80 ------- 32 #20 0.033 0.85 46.40 97.20 26 #40 0.017 0.43 36.70 133.90 22 #60 0.010 0.25 31.80 165.70 18 #100 0.006 0.15 32.20 197.90 14 #200 0.003 0.07 42.50 240.40 8 Pan 65.20 305.60 0 Total weight of Sample = 305.6 Tare weight = 0 Moisture Content = 0 D85 66.7921 mm D60 22.9045 mm D50 12.9009 mm D30 1.4490 mm D15 0.1785 mm D10 0.0933 mm Soil Classification ASTM Group Symbol :.N/A ASTM Group Name N/A AASHTO Group Symbol A -1-a(0) Page : 1