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HomeMy WebLinkAboutMiscellaneous - 154 MAIN STREET NORTH Bldg. ZBAo��r1`E o 1j 6,q'yo Con/Com Health �'�` y..:, 6 0 o PSP Chief Police Chief Y Town Clerk DPW/Engineers �` 2 - r I',' Planning ending Surro Towns o K, i' L D �4 C ` '9 SSACHUS PLANNING DEPARTMENT ,� a Community Development Division 1600 Osgood Street North Andover, Massachusetts,01845 SPECIAL PERMIT DECISION Any appeal shall be filed within (20)days after the date of filing this notice in the office of the Town Clerk. Date: December 2,2008 Date of Hearing:`October 21, 2008, November 18, 2008, December 2, 2008 Date of Decision: December-2, 2008 Petition of: Bank of America,C/O CB Richard Ellis Global Corporate Services 1075 Main Street Waltham,MA 02451 Premises Affected: Bank of America, 154 Main Street,Assessors Map'41,Parcel 33. Referring to the above petition for a Site Plan Special Permit from the requirements of the North Andover Zoning Bylaw, Sections 8.3, 10.3,and 10.31 and MGL C.40A,Sec.9 So as to allow the re-construction and expansion of the existing parking and driveway area,by removing the existing rear drive-thru aisle and increasing the parking area by 6 spaces, plus related landscaping and stormwater'management improvements within the General Business District. After a public hearing given on the above date, and upon a motion by Richard Rowen and 2"d by Michael Walsh to APPROVE the Site Plan Special Permit as amended and based upon the following conditions. Vote was 5-0 in favor of the application. O /behalf of the No Andover Planning Board hn Simons,Chairman Richard Rowen Timothy Seibert Michael Walsh Courtney.LaVolpicelo l i Bank of America, 154 Main St. Map 41,Parcel 33 Site Plan Special Permit—Re-Construction of Parking Area with Stormwater Management Improvements The Planning Board herein APPROVES the Site Plan Special Permit to re-construct and expand the existing parking and driveway area,by removing the existing rear drive-thru aisle and increasing the parking area by 6 spaces, plus related landscaping and stormwater management improvements. The project is located at 154 Main St. Street, North Andover, Massachusetts, 01845, Map 41, Parcel 33 in the General Business District. The parcel totals approximately 19,842 sq. ft. with frontage on Main Street. This Special Permit was requested by CB Richard Ellis,'Global Corporate Services, 687 Main St., Waltham, MA 02451. The application was filed with the Planning Board on September .1 S, 2008. The public hearing on the above referenced application was opened on October 21,2008, with additional hearings on November,18,2008 and December 2,2008 and closed by the North Andover Planning Board on December 2, 2008. The applicant submitted a complete application,which was noticed and reviewed in accordance with Section 8.3, 10.3,and 10.31 of the Town of North Andover Zoning Bylaw and MGL C.40A, Sec. 9. The Planning Board makes the following findings as required.by the North Andover Zoning Bylaws Section 8.3 and 10.3: FINDINGS OF FACT: 1) The specific site is an appropriate location for the project as it is located in the General Business(GB) Zoning District and consists of the re-construction and expansion of the existing parking and driveway area, by removing the existing rear drive-thru aisle and increasing the parking area by 6 spaces, plus related landscaping and stormwater management improvements; 2) The use as developed will not adversely affect the neighborhood as a sufficient buffer has been provided.-The overall layout of the site has been designed to focus on traditional architecture and provide site amenities designed at a pedestrian scale; 3) There will be no nuisance or serious hazard to vehicles or pedestrians. The proposal will have a positive impact on pedestrian safety and vehicular circulation within the site as the project improve traffic circulation within the site and will also increase parking on the site. 4) The landscaping and lighting plans approved as part of this plan meet the requirements of Section 8.4 as amended by the Planning Board of the North Andover Zoning Bylaw. A new landscaping plan has been proposed which provides for perennials, ornamental grasses, shrubs and tree planting along the front, sides and rear of the building, as well plantings behind the retaining wall as the rear of the driveway. The parking area landscaping has been provided for according to the town's Zoning Bylaw. All plantings and screening depicted on the approved plans referenced herein shall remain in perpetuity over the life of the project; 5) Adequate and appropriate facilities will be provided for the proper operation of the proposed use. The building is currently serviced by town water and sewer. The Division of Public Works, and the outside consulting engineer, Vanasse, Hangen Brustlin, Inc, have reviewed the application, utilities, and drainage and stormwater management plan and deemed them to be adequate. The applicant has agreed to work with the town on the improvements to the sidewalk, during construction, as the town finalizes its plans for sidewalk and cross walk improvements to that area of Main and Water streets. 6) The Applicant has requested waivers from the following provisions of the Town of North Andover Zoning Bylaw Section 8.3.5: Bank of America, 154 Main St. Map 4l,Parcel 33 Site Plan Special Permit—Re-Construction of Parking Area with Stormwater Management Improvements xix)—Traffic Study As part of this decision, The Planning Board has granted the above waivers, in that it hasfound that the Applicant has provided sufficient information as part of its application to address all traffic impacts. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as'listed in Section 8.3.5, but requires conditions in order to be fully in compliance. The Planning.Board hereby grants an .approval to the applicant provided the following conditions are met: SPECIAL CONDITIONS: 1) Permit Definitions: A) The "Locus" refers to the 19,842 sq. ft. parcel of land with land fronting on Water Street as shown on a portion of Assessors Map 41,Parcel 33, and also known as 154 Main Street, North Andover, Massachusetts. B) The "Plans" refer to the plans prepared by Cavanaro Consultants, 687 Main St., Norwell, MA 02061entitled "Site Plan 154 Main Street,North Andover,MA", dated October 11, 2008, revised 11/17/08, 10/22/08, 10/21/08, 10/07/08 and 11/24/08,consisting of Sheets 1 through 4. C) The"Project" or"154 Main St"refers to the re-construction of an 18 space parking area. With associated drainage and stormwater management system, installation of utilities, construction of a retaining wa11, out Iet structures,and limited grading work. D) The "Applicant" refers to Bank of America , C/O CB Richard Ellis & Tina Daigle, 1075 Main Street, Waltham, MA 02451,the applicants for the Special Permit. E) The"Project Owner" refers to the person or entity holding the fee interest to the title to the focus from time to time,which can include but is not limited to the applicant,developer,and owner. 2) The applicant shall designate an independent construction monitor who shall be chosen in consultation with the Planning Department. The construction monitor must be available upon four(4) hour's notice to inspect the site with the'Planning Board designated official. The construction monitor shall make weekly inspections of the project and file monthly reports to the Planning Board throughout the duration of the project. The monthly reports shall detail areas of non-compliance, if any, and actions taken to resolve these issues. 3) PRIOR TO THE START OF CONSTRUCTION A) A detailed construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. B) All applicable erosion control measures must be in place and reviewed and approved by the Planning Department. C) Yellow"Caution"tape must be placed along the limit of clearing and grading as shown on the plan. Bank of America, 154 Main St. Map 41,Parcel 33 Site Plan Special Permit—Re-Construction of Parking Area with Stormwater Management Improvements The Planning Department must be contacted prior to any cutting and or clearing on site. D) A pre-construction meeting must be held with the developer,their construction employees, Planning Department and Building Department (and other applicable departments) to discuss scheduling of inspections to be conducted on the project and the construction schedule. E) The developer shall provide the Planning Board with copies of permits, plans and decisions received from all North Andover Land-Use Boards. F) A bond in the amount of three thousand dollars ($3,000.00) shall be posted for the purpose of insuring that the site is constructed in accordance with the approved plan and that a final as-built plan is provided, showing the location of all on-site structures. This bond shall be in the form of a check made out to the Town of North Andover. This check will then be deposited into an interest bearing escrow account. 4) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT A) Three(3)copies of the signed,recorded plans must be delivered to the Planning Department. B) One certified copy of the recorded decision must be submitted to the Planning Department. 5) DURING CONSTRUCTION A) Dust mitigation must be performed weekly, or more frequently as directed by the Town Planner, throughout the construction process. B) Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved by the Planning Staff. Any approved piles must remain covered at all times and fenced off to minimize any dust problems that may occur with adjacent properties. C) It shall be the responsibility of the developer to assure that no erosion from the construction site shall occur which will cause deposition of soil or sediment upon adjacent properties or public ways, except as normally ancillary to off-site sewer or other off-site construction. Off-site erosion will be a basis for the Planning Board making a finding that the project is not in compliance with the plan; provided, however, that the.Planning Board shall give the developer written notice of any such finding and ten days to cure said condition. D) In an effort to reduce noise levels, the developer shall keep in optimum working order, through regular maintenance,any and all equipment that shall emanate sounds from the structures or site. 6) AT COMPLETION OF CONSTRUCTION A. The applicant must submit a letter frorn the architect and engineer of the project stating that the building, landscaping, lighting and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. Alternatively,the applicant and/or property owner may provide a bond, determined by the Planning Board, to cover the full amount of the landscaping materials and installation if weather conditions do not permit the completion of the landscaping prior to the use of the building. 4 Bank of America, 154 Main St. Map 41,Parcel 33 Site Plan Special Permit—Re-Construction of Parking Area with Stormwater Management Improvements B. The Planning Staff shall approve all artificial lighting used to illuminate the site. All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting fails entire] within the site and shall 1 be shielded or recessed so as not to shine upon :abutting properties or streets. The Planning Staff shall review the site. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. C. Any and all signage plans for the site,which have been provided to the Planning Board during the site plan review process, were presented for the purpose of demonstrating signage materials only. Any signage plans must conform to Section 6, Signage and Outdoor Lighting Regulations of the Town of North Andover Zoning Bylaw, as amended, and must be approved by the Building Department. In no way is the Project Owner to construe that the Planning Board has reviewed and approved the signage plans for Zoning Compliance as that is the jurisdiction of the Building Department. All additional permits must be obtained by the Project Owner prior to construction. 7) PRIOR TO THE FINAL RELEASE OF ALL SECURITY AND ESCROWED FUNDS A) The Planning Staff shall review the site. Any screening as may be reasonably required by the PIanning Staff will be added at the Project Owner's expense. B) A final as-built plan showing final topography,the location of all on- site utilities, structures, curb cuts,parking spaces and drainage facilities must be submitted to the Planning Department. C) Th, Planning Board must by a majority vote make a finding that the site is in conformance with the approved plan. 8) GENERAL CONDITIONS A) Any plants, tree, shrubs, or fencing that have been incorporated into the-Landscape Plan approved in this decision that die or fall into disrepair must be replaced by the project owner in perpetuity. B) The'contractor shall contact-Dig Safe at least 72 hours prior to commencing any excavation. C) Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. D) The hours for construction shall be limited to between 7:00 a.m. and 5:00 p.m. Monday through Friday and between 8:00 a.m.and 5:00 p.m. on Saturday. E) No open burning shall be done except as is permitted during burning season under the Fire Department regulations. F) No underground fuel storage shall be installed except as may be allowed by Town Regulations. G) The provisions of this conditional approval shall apply to and be. binding upon the applicant, its employees and all successors and assigns in interest or control 5 Bank of America, 154 Main St. Map 41,Parcel 33 Site Plan Special Permit—Re-Construction of Parking Area with Stormwater Management Improvements H) Any action by a Town Board, Commission, or Department, which requires changes in the plan or design of the building, as presented to the Planning Board, may be subject to modification.by the Planning Board, I) Any revisions shall be submitted to the Town Planner for review. if these revisions are deemed substantial,the developer must submit revised plans to the Planning Board for approval. J) This Special Permit approval shall be deemed to have lapsed after December 2, 2010 (two years from the date permit granted), exclusive of the time required to pursue or await determination of any-appeals, unless substantial use or construction has commenced within said two-year period or for good cause. K) The following information shall be deemed part of the decision: Plan titled: Site Plan &Existing Conditions Plan 154 Main Street North Andover,Massachusetts 01845 Prepared for: Bank of America. C/O CB Richard Ellis Global Corporate Services 1075 Main Street Waltham,MA 02451 Prepared by: Cavanaro Consulting 687 Main Street Norwell,MA 02061 Scale: 1"=20' .Date: September 11, 2008, revised to October 07, 2048, October 21, 2008, October 22, 2008,November 17,2008 and November 24,2008 Sheets: 1 -4 cc: Town Departments Applicant Engineer Abutters Assessor 6 r 11 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions 242-1441 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: North Andover When filling 1. From: Conservation Commission out forms on the computer, 2. This issuance is for(check one): a. ® Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to 3.To: Applicant: move your cursor-do not Tina Daigle use the return a. First Name b.Last Name key. CB Richard Ellis Global Corporate c.Organization 1075 Main Street d.Mailing Address Waltham MA 02451 e.City/Town f.State g.Zip Code 4. Property Owner(if different from applicant): a. First Name b. Last Name Bank of America Attn: Corporate Real Estate Assessments c.Organization 101 N. Tryon Street d.Mailing Address Charlotte NC 28255 e.City/Town f.State g.Zip Code 5. Project Location: 154 Main Street North Andover a.Street Address b.City/Town Map 41 Parcel 33 c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known: 42D-42'-08" 71D-07'-47" e.Latitude f. Longitude s. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex North a. County b.Certificate Number(if registered land) 797 495 c. Book d.Page 9/25/08 10/22/08 11/7/08 7. Dates: a. Date Notice of Intent Filed b. Date Public Hearing Closed c.Date of Issuance 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Exsiting Conditions Plan, Site Plan a. Plan Title Cavanaro Consulting Brendan P. Sullivan, R. P. L. S. b. Prepared By c.Signed and Stamped by 9/11/08 and revised 10/7/08 & 10/21/08 1" =20' d. Final Revision Date e.Scale f.Additional Plan or Document Title g.Date wpaform5.doc• rev.2/27/08 Page 1 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions 242-1441 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ® Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ® Private Water Supply e. ❑ Fisheries t. ® Protection of Wildlife 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: a. ® 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: b. ❑ 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. c. ❑ 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) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a. linear feet b.linear feet c.linear feet d. linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodles a.square feet b.square feet c.square feet d.square feet and Waterways e.c/y dredged f.c/y dredged wpaform5.doc• rev.2/27/08 Page 2 of 10 [LJ\ - Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions 242-1441 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet s. ❑ Riverfront area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet T.square feet Sq ft between 100-200 ft square feet h.square feet i.square feet 9� q q q J.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 1o. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet c.c/y dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt. 14. ❑ Coastal Dunes a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt. 15. ❑ Coastal Banks a. linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feet b..square feet c.c/y dredged d.c/y dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.c/y dredged b.c/y dredged 21. ❑ Land Subject to Coastal Storm Flowage a.square feet b.square feet wpaform5.doc• rev.2/27/08 page 3 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: �1 WPA Form 5 - Order of Conditions 242-1441 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. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MassDEP"] "File Number 242-1441 " wpaform5.doc• rev.2/27/08 Page 4 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: c WPA Form 5 - Order of Conditions 242-1441 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 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 MassDEP. 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. The work associated with this Order is (i)® is not(2)❑subject to the Massachusetts Stormwater Policy Standards. If the work is subject to the Stormwater Policy,the following conditions apply to this work and are incorporated into this Order: a) No work, including site preparation, land disturbance, construction and redevelopment, shall commence unless and until the construction period pollution prevention and erosion and sedimentation control plan required by Stormwater Standard 8 is approved in writing by the issuing authority. Until the site is fully stabilized, construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan, and if applicable, the Stormwater Pollution Plan required by the National Discharge Elimination System Construction General Permit. wpaform5.doc• rev.2/27/08 Page 5 of 10 zwp Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions 242-1441 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) b) No stormwater runoff may be discharged to the post-construction stormwater BMPs until written approval is received from the issuing authority. To request written approval, the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as-built plans signed and stamped by a registered professional engineer certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed; and all post-construction stormwater BMPs were installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure they are not damaged and will function properly. c) Prior to requesting a Certificate of Compliance, the responsible party (defined in General Condition 18(e)) shall submit to the issuing authority an Operation and Maintenance (O &M) Compliance Statement for the Stormwater BMPs.This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1. "Future responsible parties shall be notified in writing of their continuing legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan; and 2. The Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of the Certificate." d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the issuing authority shall presume that the responsible party for maintaining each BMP is the landowner of the property on which the BMP is located. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement acceptable to the issuing authority evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f) through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the Stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the Operation and Maintenance Plan section of the approved Stormwater Report, and the Massachusetts Stormwater Handbook. g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three years including inspections, repairs, replacement and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make this log available to MassDEP and the Conservation Commission upon request; and 3. Allow members and agents of the MassDEP and the Conservation Commission to enter and inspect the premises to evaluate and ensure that the responsible party complies with the Operation and Maintenance requirements for each BMP set forth in the Operations and Maintenance Plan approved by the issuing authority. h) All sediments or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. wpaform5.doc• rev.2/27/08 Page 6 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions 242-1441 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) j) The stormwater management system approved in the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. k) Access for maintenance of stormwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access gates. Fence(s) shall be at least six inches above grade to allow for wildlife passage. Special Conditions (if you need more space for additional conditions, please attach a text document): D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The North Andover hereby finds (check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: 1. Municipal Ordinance or Bylaw 2.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. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: North Andover Wetland Protection Bylaw Chapter 178 1.Municipal Ordinance or Bylaw 2.Citation s. 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. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): See attached wpaform5.doc• rev.2127106 Page 7 of 10 DEP FILE#242- 1441 Therefore, the North Andover Conservation Commission(hereafter the"NACC") hereby finds that the following conditions are necessary,in accordance with the Performance Standards set forth in the State Regulations, the local ByLaw and Regulations, to protect those interests noted above. The NACC orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced below. To the extent that the following conditions modify or differ from the plans,specifications or other proposals submitted with the Notice of Intent, the conditions shall control. GENERAL CONDITIONS 19. The proposed work includes: Reconstruction and expansion of an existing parking lot;including the removal of the former drive-thru aisle and installation of a concrete retaining wall. Reconstruction also includes the installation of a deep sump catch basin,filtration chamber and recharge units. Slope and buffer-zone restoration are also approved. 20. 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: Cavanaro Consulting, Inc. 687 Main Street Norwell, MA 02061 Received:September 25,2008 Site Plans prepared by: Cavanaro Consulting 687 Main Street P.O. Box 5175 Norwell, MA 02061 Dated: 9/11/08 and revised 10/07/08&10/21/07 Sheets 1 -4 Report prepared by: Michael Joyce Cavanaro Consulting, Inc. Operation&Maintenance Plan prepared by: Cavanaro Consulting, Inc. 687 Main Street Norwell,MA 02061 21. 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. CAWinwordl0001boilerl.doc 1 NACC 11/6/2008 DEP FILE#242- 1441 22. 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 properly. 23. 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. 24. 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. 25. 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. 26. The work authorized hereunder shall be completed within three years from the date of this order. 27. This Order may be extended by the issuing authority for one but not more than two periods of up to one year each upon application to the issuing authority at least third days (30) prior to the expiration date of the Order (Refer to Section 8.3)(p.37)of the North Andover Wetland Regulations). 28.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 29.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 30. The following wetland resource area is affected by the proposed work: Buffer Zone to Bordering Vegetated Wetland (BVW). This resource area is significant to the interests of the Act and Town ByLaw as noted above and therein. The applicant has not CAWinword\00C1boiterl.doc 2 NACC 1116/2008 DEP FILE#242 - 1441 attempted to overcome the presumption of significance of these resource areas to the identified interests. 31. The NACC agrees with the applicants delineation of the wetland resource areas on the site as shown on the plans dated referenced herein. 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. The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local bylaw. No disturbance of existing grade, soils or vegetation is permitted in the No-Disturbance zone with the exception of the approved buffer zone cleanup and restoration as depicted on the herein referenced Landscape Plan(sheet 3 of 4). (See Section 3.4 &Appendix F of the local Regulations). 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 agree that the Order does not in itself impose upon the Town any responsibility to maintain the proposed drainage system and that said Town shall not be liable for any damage in the event of failure. By acceptance of this Order, the owners agree to indemnify and hold harmless to the Town and its residents for any damage attributable to alterations undertaken on this property pursuant to the Order. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage or any other form of water damage. Maintenance of the drainage system,if accepted by the Town as part of a public way,becomes the responsibility of the Town. 35. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage or any other form of water damage. 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. cAwinword#00c\boHer1.doc 3 NACC 11/6rMS DEP FILE#242- 1441 37. This Order shall be recorded by the applicant at the Registry of Deeds immediately after the expiration of all appeal periods. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the North Andover Conservation Commission on the form at the end of this Order prior to commencement of the work. Any Order not recorded by the applicant before work commences may be recorded by the NACC at the applicant's expense. 38. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words"Massachusetts DEP, File Number 242-1441." 39. Any changes in the submitted plans caused by the applicant, another Board's decision or resulting from this Order of Conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds said changes to be significant, the NACC will call for another public hearing(at the expense of the applicant). Within 21 days of the close of said public hearing the NACC will issue an amended or new Order of Conditions. Any errors found in the plans or information submitted by the applicant shall be considered as changes. No work shall begin on a project until written approval has been granted by the NACC. 40. It is the responsibility of the applicant; owner, and/or successor(s)to ensure that all conditions of this Order of Conditions are complied with. The project engineer and contractors are to be provided with a copy of this Order of Conditions and referenced documents before commencement of construction. 41. Prior to any work commencing on-site, the applicant shall submit to the NACC for approval, a detailed sequence of construction(in addition to that provided on Sheet 4 of the approved plans), including the construction of restoration areas and retention areas, installation of sedimentation/erosion control devices, and re-vegetation to be completed before other work begins on-site. 42. Prior to any work commencing on-site,the applicant shall submit detailed drawings of the proposed retaining wall and proposed connections to existing walls to be designed by a structural engineer. Drawings must be approved by NACC or its agent prior to the start of construction 43. 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 CAWinword1000tboiler1.doc 4 NACC 11/6/2008 DEP FILE#242 - 1441 clearly marked with erosion controls or temporary fencing and shall be confirmed by the NACC. Such barriers 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. 44. A row of staked hay bales backed by trenched siltation fence shall be placed between all construction areas and wetlands. Due to steep slope conditions on the site, secondary erosion control,a silt sack(tube type siltation barrier), shall be installed down gradient of the hay bale and silt fence. The erosion control barriers will be properly installed and placed as shown on the plans approved and referenced herein and shall be inspected and approved by the NACC or its agent 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 or its agent 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 wager quality discharging from the site. For example,installation of erosion control measures may be required in areas not shown on the plan(s)referenced in this Order of Conditions. Should such installation be required by the NACC, they shall be installed within 48 hours of the Commission's request 45. The applicant shall have on hand at the start of any soil disturbance,removal or stockpiling, a minimum of 15 hay bales and sufficient stakes for staking these bales(or an equivalent amount of silt fence, l hay bale to equal 3 feet of 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. 46. A check payable to the Town of North Andover shall be provided in the amount of $3,000 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 NACCs review and approval. This condition is issued under the authority of the local Bylaw. 47. The applicant shall be responsible for placing signs on each parcel,where there is more than one (1) lot designating the applicable lot number as depicted on the plans approved and referenced herein. 48. The applicant shall designate a Wetland Scientist(or other environmental professional as approved by the NACC or its agent) as an"Erosion Control Monitor" to oversee �I CAWinwordDWboilerl.doc 5 NACC 11/6/2008 DEP FILE#242- 1441 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. This person shall be given the authority to stop construction for erosion control purposes. The erosion control monitor will be required to inspect all such devices and oversee cleaning and the proper disposal of waste products. Cleaning shall include removal of any entrapped silt At least once during each week in which construction activities occurs on-site and for as long thereafter as ground remains unstabilized, the applicant shall submit a written report from the"Erosion Control Monitor" to the NACC certifying that,to the best of his/her knowledge and belief based on a careful site inspection, all work is being performed in compliance with this Order of Conditions and that approved setbacks are being adhered to. The erosion control monitor must visually inspect all sedimentation/erosion control measures and assume responsibility for their maintenance on a weekly basis and that they are functioning as intended. In addition, all wetland resource areas must be visually inspected for siltation, turbidity, and/or other water quality impacts. 49. Prior to construction, the applicant shall permanently mark the edge of the"25' No- Disturbance Zone" with four(4) signs or markers spaced evenly every 25 feet incorporating the following text: "Protected Wetland Resource Area". This will designateuheir 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 These markers shall remain posted and be replaced as necessary in perpetuity. 50. The applicant and/or the legal owner of that portion of land upon which these Orders of Conditions have been placed shall provide to the NACC prior to transferring, or assigning any portion of said land to another party, subject to said Orders of Conditions, the"Compliance Certification Form Affidavit' attached via"Appendix A" signed under the pains and penalties of perjury,stating that said applicant and/or owner has read these Orders of Conditions and is in compliance with each and every condition. This document shall apply to each of the conditions referenced herein and shall be provided to the Conservation Department at least five(5) business days prior to the closing of said land transaction. 51.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 environmental monitor, the contractor,the engineer, 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 Owinword100c%oilerl.doc 6 NACC 111612008 DEP FILE#242 - 1441 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 permifs germs and conditions. Thereafter,the contractor will be held jointly liable for an violation of this Order of Conditions l Y Y resulting from failure to comply with its conditions. The applicant or contractor shall notify the NACC in writing of the identity of the on-site construction supervisor hired to coordinate construction and to ensure compliance with this Order. A reasonable period of time shall be provided as notice of the pre-construction meeting(e.g. 72 hours). ST TER MANAGEMENT CONDITIONS 52. All construction and post-construction stormwater management shall be conducted in accordance with supporting documents submitted with the Notice of Intent, the Department of Environmental Protection Stormwater Management Policy and as approved by the NACC in this Order of Conditions. 53. All stormwater best management practices shall be maintained as specified in the Operation and Maintenance Plan submitted with the Notice of Intent and incorporated in the Order of Conditions. 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 in perpetuity. Maintenance bills submitted by cleaning contractors (catch basins,stormcepters,etc.)shall be submitted with annual engineering reports. 54.'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 55. Wafter quality in down gradient 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. 56.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 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. CAWinvmrd\=%oiler1.doc 7 NACC 11W2008 DEP FILE#242- 1441 DURING CONSTRUCTION 57. IMPORTANT: Immediately upon completion of the retaining wall,and prior to further construction activities associated with the site, the applicant shall complete a plan an prepared by a Registered Professional Land Surveyor of the Commonwealth (R.P.L.S.)which accurately depicts the wall location and it's proximity to wetland resource areas as approved under this Order of Conditions. Said plan shall be submitted to the Conservation Administrator for approval. [Failure to comply may result in a stop work order for the site.] 58. Upon beginning work, the applicant shall submit written progress weekly reports 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. 59. 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. 60. Installation of a fence along the southern property boundary and outside of the 25- foot No Disturbance Zone is permitted. 61. All catch basins shall contain oil/gasoline traps, and it shall be a continuing condition of this order,even after a Certificate of Compliance is issued, that the oil/gasoline traps in the catch basins be maintained. All catch basins shall be free of all accumulated silt and debris before a Compliance is issued and the owner or his/her agent shall so specify in the request for Compliance. 62. No de-watering activities are approved under this Order of Conditions. 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. 63.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. 64. No exposed area shall remain unfinished for more than thirty(30) days,unless approved by the NACC. 65. 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. CAWinwordl00C\boi1er1.doc 8 NACC 11/6/2008 DEP FILE#242 - 1441 66. There shall be no stockpiling of soil or other materials within fifty(50) feet of any resource area. 67. Washings from concrete trucks, or surplus concrete, shall not be directed to, any drainage system, or wetland resource area. 68. All waste generated by, or associated with, the construction activity shall be contained within the limit of work,and away from any wetland resource area. There shall be no burying of spent construction materials or disposal of waste on the site by any other means. The applicant shall maintain dumpsters (or other suitable means)at the site for the storage and removal of such spent construction materials off-site. However, no trash dumpsters will be allowed within 50' of areas subject to protection under the Act or local ByLaw. 69.Accepted engineering and construction standards and procedures shall be followed in the completion of the project. 70. 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. 71. All restoration and slope stabilization plantings shall be protected from deer browse for a period of 2 years. AFTER CONSTRUCTION 72. 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. 73. 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. 74. No road salt, sodium chloride,or other de-icing chemicals shall be used on paved surfaces, and any arrangement for snow removal shall so stipulate due to the importance of the site and wetlands. Permanent signs designating No-Salt Zone and"No-Snow Stockpiling Zones" shall be displayed in prominent locations. CAWinwor&00Ckboilerl.doc 9 NACC 11/6/200$ DEP FILE#242- 1441 75. Upon completion of construction and grading,all disturbed areas located outside resource areas shall be stabilized permanently against erosion This shall be done by loaming and seeding according to NRCS standards. Stabilization will be considered complete once full vegetative cover has been achieved. 76. 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. 77. A qualified wetland scientist shall monitor the restoration areas for two full growing seasons following construction of said restoration,areas. Yearly progress reports and photographs shall be prepared and submitted to the Conservation Department that describe the survivability,health and vigor of the restoration areas. Reports shall be submitted by November 15 of each year. If at the end of the two growing seasons, overall success of restoration activities is not achieved, the NACC reserves the right to require additional mitigation measures. 78. 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. The name and address of the individual/trust or corporation to whom the compliance is to be granted.. e. The street address and assessor's map/parcel number for the project. f. The DEP file number. g. 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 h. 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-BuiIC post-development elevations of all drainage&stormwater management structures constructed within 100 feet of any wetland resource area. NOTE: If portions of the stormwater systems exist partially within the Buffer Zone than the entire structure must,be depicted to accurately verify compliance. ➢ "As-Built!' post-development elevations and grades of all filled or altered wetland resource areas including the encompassing buffer zone which is regulated as a resource area under the local Wetland Protection Bylaw. CAWinword100C1boiler1Am 10 NACC 11/6/2008 DEP FILE#242- 1441 ➢ 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. A A line showing g the limit of work and the extent of existing erosion control devices. "Worm' includes is disturbance of soils or vegetation ➢ Location of all subsurface utilities entering the property. 78. The following special conditions shall survive the issuance of a Certificate of Compliance(COC)for this project; ➢ 25' No-Disturbance Zone and a 50' No-Construction Zone shall be established from the edge of adjacent wetland resource areas except in those locations approved under DEP#242-1441. 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; > Resource Area Markers (Condition#49); p Maintenance of catch basins(Condition#61); ➢ Discharge or spillage of pollutants(Condition#70); A Prohibition of underground fuels (Condition#72); ➢ Limitations on the use of fertilizers,herbicides, road salts, de-icing compounds and pesticides(Conditions #73&74). ➢ 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. Evidence of maintenance of the stormwater management system shall be provided to the NACC on an annual basis in perpetuity(Condition#53). CAWinwordi00C\boilcrI.doc 11 NACC 1116/2008 Stormwater Operation and Maintenance Plan and Illicit Discharge Statement Proposed Reconstruction and Expansion to the Existing Parking Area for Bank of America 154 Main Street, North Andover, MA 01845 Stormwater Management System's Owner:Bank of America System Owner's Address: 154 Main Street, North Andover, MA 01845 Party responsible for Operations and Maintenance:Bank of America It is most important for a drainage system to be maintained in order for it to work properly. The following is an Operation and Maintenance plan to=upkeep the existing non-structural and structural best performance practices as outlined in the Massachusetts Department of Environmental Protection's Stormwater Management Policy. Operation and Maintenance Plan During Construction: Sediment and Erosion Control A silt fence shall be installed along a section of the proposed work as shown in the Notice of Intent Plan submitted to the Conservation Commission. ,Catch basins shall be protected from siltation via the use of haybales. Infiltration Bed Per MA DEP Stormwater Guidelines the following work shall be done to stabilize the site prior to installing the subsurface structures: Do not allow runoff from any disturbed areas on the site to flow to the subsurface structures. Rope off the area where the subsurface structures are to be placed. - Accomplish any required excavation with equipment placed just outside the area. If the size of the area intended for exfiltration is too large to accommodate this approach, use trucks with low-pressure tires to minimize compaction. Do not allow any other vehicles within the area to be excavated. Keep the area above and immediately surrounding the subsurface system roped off to all construction vehicles until the final top surface is installed. At no time shall the area for the infiltration system be used as a temporary sediment basin. Stockpiles shall be placed away from the subsurface infiltration system and sedimentation fences shall be placed around the perimeter of the infiltration area to prevent the accumulation of sediment within the native soils. Operation and Maintenance Plan After Construction: Deep Sump Catch Basin Cleaning Inspect or clean deep sump basins at least four times per year and at the end of the foliage and snow removal seasons. Sediments must also be removed four times per year or whenever the depth of the deposits is greater than or equal to one half the depth from the bottom to the invert of the lowest pipe in the basin. Vacuum trucks are preferable in the removal of the sediment. All catch basins shall be cleaned and inspected in late winter or early spring after the snow melts. Inspections should include the frame and grate, pipe, and structure itself for damage and/or repair. Stormfilter Unit: Inspect and clean inlets as necessary after every major storm. At a minimum, inspect the oil grit separator monthly and clean it out twice per year. Polluted water or sediments removed from the oil/grit separator shall be disposed of in accordance with all applicable local, state and federal laws and regulations. Subsurface Infiltration System; Inspect inlets at least twice year. Remove any debris or sediment that may be clogging the system. Pipes and Drainage Manhole Inspect or clean the drainage manhole at least twice per year. .In addition to inspecting the drain manhole, all pipe inlets and outlets shall be inspected to ensure that they are free of all obstructions and that all required hoods are intact. Parking Lot Sweeping The parking lot area shall be swept a minimum of 2 times peryear. Illicit Discharges: At no time will the owner or any other individual utilize the stormwater management system for any purpose other than its intended use. The stormwater management system as shown on the attached site plan at no time shall receive discharges other than stormwater, this includes "water water discharges and discharges of stormwater contaminated by contact with process wastes, raw materials, raw materials,toxic pollutants, hazardous substances, oil or grease." LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions 242-1441 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance This Order is valid for three years, unless otherwise specified as a special conditionursuant to General Conditions onditions#4 from the date of issuance. �. Date of Issuance Please indicate the number of members who will sign this form: Is— 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 to the appropriate Department of Environmental Protection Regional Office, if not filing electronicall , and the property owner, if different from applicant. Signatures: Notary Acknowledgement Commonwealth of Massachusetts County of Essex North /Yrd wm On this Day of Month Year Before me, the undersigned Notary Public, 3—,A, /nVbCAJ personally appeared 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 North Andover Conservation Commission City/Town DONNA M.NIEDGE ' NOTAW PUBLIC �T COMMONWEALTH OF MASSACHUSETTS Signature of Notary Public MY Comm%.xpires Aug.7,2009 Printed Name of Notary Public Place notary seal and/or any stamp above P/7/`22kq My Comrrissio Expires(bate) This Order is issued to the applicant as follows: ❑ by hand delivery on [.rby certified mail, return receipt requested, on &I/ Date Date wpaform5.doc• rev.2/27/08 Page 8 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions 242-1441 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 MassDEP 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. wpaform5.doc• rev.2/27/08 Page 9 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions 242-1441 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 this page 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: 154 Main Street 242-1441 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: Essex North County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date 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 wpaform5.doc• rev.2127106 Page 10 of 10 DEP FILE#242- 1441 APPENDIX A-AFFIDAVIT L on oath do hereby depose and state: (authorized agent applicant and/or current owner) (PLEASE CHECK AT LEAST ONE BLOCK) 1. I am the of (position with applicant) (applicant name or company name) the applicant upon whom Order of Conditions have been placed upon by (DEP or NACC number) the North Andover Conservation Commission. &/or 2. I am the of (position with owner (owner name) the owner upon whose land Order of Conditions - have been placed up by (DEP or NACC number) the North Andover Conservation Commission. 3. I hereby affirm and acknowledge that I have received said Order of Conditions and have read the same and understand each (DEP File#) and every condition which has been set forth in said Order of Conditions. 4. I hereby affirm and acknowledge that on this day of 19 I inspected said property together with any and all improvements which have been made to the same and hereby certify that each and every condition set forth in Order of Conditions are presently in compliance. (DEP Fite#) 5. I hereby affirm and acknowledge that this document will be relied upon by the North Andover Conservation Commission as well as any potential buyers of said property which is subject to said Order of Conditions (DEP File#) Signed under the pains and penalties of perjury this day of 19 (Signature-authorized agent of applicant or owner) CAWinword0X\boiler1.dwC 12 NAC 11/6f2008 S NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection A The North Andover Wetlands Protection BylaWOO OCT -7 AMI : 06 In accordance with the Massachusetts General Laws,Chapter 131, Section 40,as ,atu the North Andover Wetlands Protection Bylaw,(Chapter 178),you are hereby no �W . ,.t a .. following: The name of the applicant is Bank of America c/o CB Richard Ellis,Tina Daigle The applicant has filed a Notice of Intent Application with the North Andover (application) Conservation Commission(NACC)for the purposes of restoring and expanding an existing (project description) parking lot within 100 feet of a Bordering Vegetated Wetland. at 154 Main Street (site address) The North Andover Conservation Commission will hold a public hearing on WEDNESDAY, October 8,2008 at 8:00 P.M. at the Town Hall,120 Main (date) Street,2nd Floor Conference Room,North Andover,MA 01845. Copies of the Notice of Intent may be examined or obtained for a fee from: (application) (check all boxes that apply): ❑ Applicant at ❑ Representative at X Conservation Department, 1600 Osgood Street,Building 20,Suite 2-36,North Andover, MA 01845 Monday through Friday, 8:30 a.m.to 4:30 p.m.Please call the Conservation Department at 978.688.9530 beforehand to verify arrangements. Copies may be available for a fee. Further information regarding the hearing,or the Wetlands Protection Act,may be obtained from the Conservation Department at 978.688.9530. NOTE: Notice of the public hearing,including its date,time, and place will be published in the Lawrence Eagle-Tribune at least five(5)business days in prior to the public hearing date. NOTE: Notice of the public hearing,including its date,time, and place will be posted in Town Hall, 120 Main Street,North Andover,MA 01845 at least 48 hours prior to the public hearing date. NOTE: You may also contact the Conservation Department or the Northeast Regional Department of Environmental Protection Office for more information about this application or the MA Wetlands Protection Act.To contact the Northeast Regional Department of Environmental Protection Office,call 617.654.6500. FIJI' F y 1, 1 Cavanaro Consulting,Inc, P.O.Box 5175—687 Main Street Norwell,MA 02061 United Stato Sorry-' C 7007 2680 0000 5953 8062 t Town of North Andover =' 120 Main Street North Andover, MA 01845 C� y .. �. —4 +2_4M 1111111lfJill lIt111f1111111111ttll1}lltlfill 11111t11 Bldg. ZBA Con/Com Health Fire Chief Police Chief ` 1b5MC%erk DPW/Engineers Planning "Surrounding Towns° TO THE LAWRENCE EAGLE TRIBUNE LEGAL NOTICE PUBLIC HEARING NOTICE NORTH ANDOVER PLANNING BOARD FOR PUBLICATION TUESDAY, OCTOBER=7, & 14,2008. In accordance with the provisions of M.G.L. Chapter 40-A,"Section 11, the North Andover Planning Board w4l hold a public hearing as follows: Purpose of Public Hearing: Application for a Site Plan Review Special Permit under Section 8.3 of the North Andover Zoning Bylaw to propose to expand the existing parking by removing the rear drive--through aisle and increase the parking area to accommodate an additional six parking spaces this will be a total of 18 parking spaces available to serve the existing'facHitywithirr''the G-B zoning district. Applicant/Petitioner: C.B. Richard Ellis, c/o Tina Daigle 1075 Main Street, Waltham, MA 02451 Address of Premises Affected Bank of America, 154 Main Street, North Andover, MA 01845 Assessors Map and Lot: Map 41, Lots 33 Public Hearing Date&Time Tuesday,October 21, 2008 @ 7:00 PM. Location of Public Hearing, Town Hall, 120 Main Street, top floor conference room. Information Available A copy of the plan and application is on file in the Planning Department office at 1600 Osgood Street, North Andover, MA, and may be inspected Monday through Friday 8:30 a.m. to 4:30 p.m. Any person interested or wishing to be heard on the proposed plan should appear at the time and place designated above. UJS—LI C HlEA&11G N TIC€ t oRTt� ND ay l� PLANNIIitG BOARD IN PUBLIC HEARING NOTICE NORTH ANDOVER PLANNINGa BOARD In accordance with the provisions of M.G.L. I A, Section 11, the North Andover Planning Board will hold a public hearing as follows: Purpose of Public Hearinc for a Site Pian Review S III eciai Permit n Special under Section 8.3 of the North Andover Zoning Bylaw to propose to expand t. parking by removing the rear drive-through aisle,and increase the parking area to accommodate an additional six 1 I spaces this will be a total of l8 parking spaces available to serve the existing facility within the G-B zoning district. I Applicant/Petitioner: C.B. Richard Ellis, c/o Tina Daigle 1075 Main Street, Waltham, MA 02451 Address of Prei Affected: Bank of America, 154 Main Street, North Andover, MA 01845 Assessors map and Lot: Map 41, Lots 3: Bearing Bate &Time. Tuesday, October 21, 2008 @ 7:00 PM Location of Public Hearing: Town Hall, 120 Mair floor conference room. Information Available: A copy of the plan and application is on file in the Planning Depart at 1500 Osgood Street, North Andover, MA, and may be inspected Monday through Friday 8:30 a.m. to 4:30 p.m. interested or wishing to be heard on the proposed plan should appear at the time and place designated above. Bldg. ZBA Con/Com Health Fire Chief Police Chief ' Town Of North Andover Town Clerk DPW/Engineers Office of the Planning Departmei Planning "Surrounding Towns" Community Development and Services Division p 1600 Osgood St. BIdg.20-Suite 2-36 North Andover,Massachusetts 01845 CHus�� h=://www.townoffiorthandover.com P (978)688-9535 F (978)688-4542 TO THE LAWRENCE EAGLE TRIBUNE LEGAL AD FOR PUBLICATION TUESDAY OCTOBER 7 & 14,2008. CLIPPINGS TO BE MAILED TO THE PLANNING DEPARTIVIE'NT AS ADDRESSED ABOVE TOWN OF NORTH ANDOVER PLANNING BOARD NOTICE OF PUBLIC HEARING,TUESDAY,OCTOBER 21,2008 In accordance with the provisions of M.G.L.Chapter 40-A, Section 11,the North Andover Planning Board will hold a public hearing as follows: Purpose of Public Hearing: Application for Watershed Special Permit under section 4.136(3) b ii(i)of the North Andover Zoning Bylaw. Applicant seeks to add a mudroom&2-car garage to existing residential dwelling that is located in the Non-Discharge zone of the Watershed Protection District within R-3 zoning district. Appheant/Petitioner: David Pickles,Jr. 314 Salem Street,North Andover,MA 01845 Owner. Same as above Address of Premises Affected: 314 Salem Street,North Andover,MA 01845 Assessors Map and Lot: Map 37B,Lot 68 Public Hearing Date&Time: Tuesday, October 21,2008 7:.00 p.m. Location of Public Hearin Town Hall, 120 Main Street,top floor conference room. TOWN OF NORTH ANDOVER PLANNING BOARD NOTICE OF A PUBLIC TOWN OF NORTH ANDOVER PLANNING BOARD NOTICE OF A PUBLIC HEARING, TUESDAY, OCTOBER 21, 2008 In accordance with the provisions of M.G.L. Chapter 40-A, Section 11, the North Andover Planning Board will hold a public hearing as follows: Purpose of Pubiic Hearing: Application for Watershed Special Permit under section 4.136 3 b ii i of the North.An f ) doves Zoning t) o g Bylaw. Applicant seeks to add a mudroom & 2-car garage to existing residential dwelling that is located in the Non-Discharge zone of the Watershed Protection District within R-3 zoning district. Applicant/Petitioner: David Pickles, Jr. 314 Salem street, North Andover, MA 01845 Owner: same as above Address of Premises Affected: 314 Salem Street, North Andover, MA 01845 Assessors Map and Lot: Map 37B, Lot 68 Public Hearing Date &Time: Tuesday, October 21, 2008 7:00 p.m. Location of Public Hearing: Town Hall, 120 Main Street, top floor conference room. All interested persons may appear and be heard. Persons interested in viewing the application materials should contact the North Andover Planning Department at (978) 688-9535. Sohn Simons, Chair, North Andover Planning Board ET 10/7, 10/14/08 tAORT#1 I D 6 0 0 771 LLUS DEC -4 R1 2: 3- 1 SSAC HU PLANNING DEPARTMENT Community Development Division t1l A 1600 Osgood Street North Andover,Massachusetts,01845 SPECIAL PERMIT DECISION Any appeal shall be riled within(20) days after the date of riling this notice in the office of the Town Clerk. Date: December 2, 2008 Date of Hearing: October 21, 2008, November 18, 2008, December 2, 2008 Date of Decision: December 2, 2008 Petition of- Bank of America, C/O CB Richard Ellis Global Corporate Services 1075 Main Street Waltham,MA 02451 Premises Affected: Bank of America, 154 Main Street,Assessors Map 41,Parcel 33. Referring to the above petition for a Site Plan Special Permit from the requirements of the North Andover Zoning Bylaw, Sections 8.3, 10.3,and 10.31 and MGL C.40A, Sec.9 So as to allow the re-construction and expansion of the existing parking and driveway area,by removing the existing rear drive-thru aisle and increasing the parking area by 6 spaces, plus related landscaping and stormwater management improvements within the General Business District. After a public hearing given on the above date, and upon a motion by Richard Rowen and 2nd by Michael Walsh to APPROVE the Site Plan Special Permit as amended and based upon the following conditions. Vote was 5—0 in favor of the application. 9behalf of the No Andover Planning Board Phn Simons,Chairman Richard Rowen Timothy Seibert Michael Walsh Courtney LaVolpicelo Bank of America, 154 Main St. Map 41,Parcel 33 Site Plan Special Permit—Re-Construction of Parking Area with Stormwater Management Improvements The Planning Board herein APPROVES the Site Plan Special Permit to re-construct and expand the existing p P g parking and driveway area,by removing the existing rear drive-thru aisle and increasing the parking area by 6 spaces, plus related landscaping and stormwater management improvements. The project is located at 154 Main St. Street, North Andover, Massachusetts, 01845, Map 41, Parcel 33 in the General Business District. The parcel totals approximately 19,842 sq. ft. with frontage on Main Street. This Special Permit was requested by CB Richard Ellis, Global Corporate Services, 687 Main St., Waltham, MA 02451. The application was filed with the Planning Board on September 18, 2008. The public hearing on the above referenced application was opened on October 21,2008,with additional hearings on November 18,2008 and December 2,2008 and closed by the North Andover Planning Board on December 2, 2008. The applicant submitted a complete application,which was noticed and reviewed in accordance with Section 8.3, 10.3, and 10.31 of the Town of North Andover Zoning Bylaw and MGL C.40A,Sec.9. The Planning Board makes the following findings as required by the North Andover Zoning Bylaws Section 8.3 and 10.3: FINDINGS OF FACT: 1) The specific site is an appropriate location for the project as it located in the General Business(GB) Zoning District and consists of the re-construction and expansion of the existing parking and driveway area, by removing the existing rear drive-thru aisle and increasing the parking area by 6 spaces,plus related landscaping and stormwater management improvements; 2) The use as developed will not adversely affect the neighborhood as a sufficient buffer has been provided. The overall layout of the site has been designed to focus on traditional architecture and provide site amenities designed at a pedestrian scale; 3) There will be no nuisance or serious hazard to vehicles or pedestrians. The proposal will have a positive impact on pedestrian safety and vehicular circulation within the site as the project improve traffic circulation within the site and will also increase parking on the site. 4) The landscaping and lighting plans approved as part of this plan meet the requirements of Section 8.4 as amended by the Planning Board of the North Andover Zoning Bylaw. A new landscaping plan has been proposed which provides for perennials, ornamental grasses, shrubs and tree planting along the front, sides and rear of the building, as well plantings behind the retaining wall as the rear of the driveway. The parking area landscaping has been provided for according to the town's Zoning Bylaw. All plantings and screening depicted on the approved plans referenced herein shall remain in perpetuity over the life of the project; 5) Adequate and appropriate facilities will be provided for the proper operation of the proposed use. The building is currently serviced by town water and sewer. The Division of Public Works, and the outside consulting engineer, Vanasse, Hangen Brustlin, Inc, have reviewed the application, utilities, and drainage and stormwater management plan and deemed them to be adequate. The applicant has agreed to work with the town on the improvements to the sidewalk, during construction, as the town finalizes its plans for sidewalk and cross walk improvements to that area of Main and Water streets. 6) The Applicant has requested waivers from the following provisions of the Town of North Andover Zoning Bylaw Section 8.3.5: 2 Bank of America, 154 Main St. Map 41,Parcel 33 Site Plan Special Permit—Re-Construction of Parking Area with Stormwater Management Improvements xix)—Traffic Study Asart of this decision The Planning gr Board has anted the above waivers P g , in that it has found that the Applicant has provided sufficient information as part of its application to address all traffic impacts. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.3.5, but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: SPECIAL CONDITIONS: 1) Permit Definitions: A) The "Locus" refers to the 19,842 sq. ft. parcel of land with land fronting on Water Street as shown on a portion of Assessors Map 41, Parcel 33, and also known as 154 Main Street, North Andover,Massachusetts. B) The "Plans" refer to the plans prepared by Cavanaro Consultants, 687 Main St.,Norwell, MA 02061 entitled"Site Plan 154 Main Street,North Andover,MA",dated October 11, 2008,revised 11/17/08, 10/22/08, 10/21/08, 10/07/08 and 11/24/08,consisting of Sheets 1 through 4. C) The "Project" or"154 Main St" refers to the re-construction of an 18 space parking area. With associated drainage and stormwater management system, installation of utilities, construction of a retaining wall, outlet structures,and limited grading work. D) The "Applicant" refers to Bank of America , C/O CB Richard Ellis & Tina Daigle, 1075 Main Street,Waltham,MA 02451,the applicants for the Special Permit. E) The"Project Owner"refers to the person or entity holding the fee interest to the title to the Locus from time to time,which can include but is not limited to the applicant,developer,and owner. 2) The applicant shall designate an independent construction monitor who shall be chosen in consultation with the Planning Department. The construction monitor must be available upon four(4) hour's notice to inspect the site with the Planning Board designated official. The construction monitor shall make weekly inspections of the project and file monthly reports to the Planning Board throughout the duration of the project. The monthly reports shall detail areas of non-compliance, if any, and actions taken to resolve these issues. 3) PRIOR TO THE START OF CONSTRUCTION A) A detailed construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. B) All applicable erosion control measures must be in place and reviewed and approved by the Planning Department. C) Yellow"Caution"tape must be placed along the limit of clearing and grading as shown on the plan. 3 Bank of America, 154 Main St. Map 41,Parcel 33 Site Plan Special Permit—Re-Construction of Parking Area with Stormwater Management Improvements The Planning Department must be contacted prior to any cutting and or clearing on site. D) A pre-construction meeting must be held with the developer,their construction employees,Planning Department and Building Department (and other applicable departments) to discuss scheduling of inspections to be conducted on the project and the construction schedule. E) The developer shall provide the Planning Board with copies of permits, plans and decisions received from all North Andover Land-Use Boards. F) A bond in the amount of three thousand dollars ($3,000.00) shall be posted for the purpose of insuring that the site is constructed in accordance with the approved plan and that a final as-built plan is provided, showing the location of all on-site structures. This bond shall be in the form of a check made out to the Town of North Andover. This check will then be deposited into an interest bearing escrow account. 4) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT A) Three(3)copies of the signed,recorded plans must be delivered to the Planning Department. B) One certified copy of the recorded decision must be submitted to the Planning Department. 5) DURING CONSTRUCTION A) Dust mitigation must be performed weekly, or more frequently as directed by the Town Planner, throughout the construction process. B) Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a plan and reviewed and approved by the Planning Staff. Any approved piles must remain covered at all times and fenced off to minimize any dust problems that may occur with adjacent properties. C) It shall be the responsibility of the developer to assure that no erosion from the construction site shall occur which will cause deposition of soil or sediment upon adjacent properties or public ways, except as normally ancillary to off--site sewer or other off-site construction. Off-site erosion will be a basis for the Planning Board making a finding that the project is not in compliance with the plan; provided, however, that the Planning Board shall give the developer written notice of any such finding and ten days to cure said condition. D) In an effort to reduce noise levels, the developer shall keep in optimum working order, through regular maintenance,any and all equipment that shall emanate sounds from the structures or site. 6) AT COMPLETION OF CONSTRUCTION A. The applicant must submit a letter from the architect and engineer of the project stating that the building, landscaping, lighting and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. Alternatively,the applicant and/or property owner may provide a bond, determined by the Planning Board, to cover the full amount of the landscaping materials and installation if weather conditions do not permit the completion of the landscaping prior to the use of the building. 4 Bank of America, 154 Main St. Map 41,Parcel 33 Site Plan Special Permit—Re-Construction of Parking Area with Stormwater Management Improvements B. The Planning Staff shall approve all artificial lighting used to illuminate the site. All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Staff shall review the site. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense. C. Any and all signage plans for the site,which have been provided to the Planning Board during the site plan review process,were presented for the purpose of demonstrating signage materials only. Any signage plans must conform to Section 6, Signage and Outdoor Lighting Regulations of the Town of North Andover Zoning Bylaw, as amended, and must be approved by the Building Department. In no way is the Project Owner to construe that the Planning Board has reviewed and approved the signage plans for Zoning Compliance as that is the jurisdiction of the Building Department. All additional permits must be obtained by the Project Owner prior to construction. 7) PRIOR TO THE FINAL RELEASE OF ALL SECURITY AND ESCROWED FUNDS A) The Planning Staff shall review the site. Any screening as may be reasonably required by the Planning Staff will be added at the Project Owner's expense. B) A final as-built plan showing final topography,the location of all on-site utilities, structures,curb cuts,parking spaces and drainage facilities must be submitted to the Planning Department. C) The Planning Board must by a majority vote make a finding that the site is in conformance with the approved plan. 8) GENERAL CONDITIONS A) Any plants, tree, shrubs, or fencing that have been incorporated into the Landscape Plan approved in this decision that die or fall into disrepair must be replaced by the project owner in perpetuity. B) The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. C) Gas, Telephone, Cable and Electric utilities shall be installed underground as specified by the respective utility companies. D) The hours for construction shall be limited to between 7:00 a.m. and 5:00 p.m. Monday through Friday and between 8:00 a.m. and 5:00 p.m. on Saturday. E) No open burning shall be done except as is permitted during burning season under the Fire Department regulations. F) No underground fuel storage shall be installed except as may be allowed by Town Regulations. G) The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 5 Bank of America, 154 Main St. Map 41,Parcel 33 Site Plan Special Permit—Re-Construction of Parking Area with Stormwater Management Improvements H) Any action by a Town Board, Commission, or Department, which requires changes in the plan or design of the building, as resented to the Planning Board may be subject to modification b the g g p g � Y J Y Planning Board. I) Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial,the developer must submit revised plans to the Planning Board for approval. J) This Special Permit approval shall be deemed to have lapsed after December 2,2010 (two years from the date permit granted), exclusive of the time required to pursue or await determination of any appeals, unless substantial use or construction has commenced within said two-year period or for good cause. K) The following information shall be deemed part of the decision: Plan titled: Site Plan&Existing Conditions Plan 154 Main Street North Andover,Massachusetts 01845 Prepared for: Bank of America.C/O CB Richard Ellis Global Corporate Services 1075 Main Street Waltham, MA 02451 Prepared by: Cavanaro Consulting 687 Main Street Norwell,MA 02061 Scale: 1"=20' Date: September 11, 2008, revised to October 07, 2008, October 21, 2008, October 22, 2008,November 17,2008 and November 24,2008 Sheets: 1 -4 cc: Town Departments Applicant Engineer Abutters Assessor 6 14ORT111 :.• ✓ . ? • + as O JOYCE O �3e' k q,� r°' "fir ted+ V I E(1� �J /�f{ r i�!A►! g4ti TOWN CL E1f1 s+c►+us NORTH ANOO'VER NORTH ANDOVER �� j OFFICE OF 23 P 99 THE ZONING BOARD OF APPEALS 27 CHARLES STREET NORTH ANDOVER,MASSACHUSETTS 01845 FAX(978)688-9542 Any appeal shall be filed within(20)days after the date of filing of this notice NOTICE OF DECISION in the office of the Town Clerk. Property at: 154 Main St. NAME: Bank Boston DATE:6/23/99 ADDRESS: 154 Main St. PETITION:004-99 North Andover, MAO 1845 HEARING: 5tl l/99&6/22/99 The Board of Appeals held a regular meeting on Tuesday evening,June 22, 1999 upon the application of Bank Boston, 154 Main St., North Andover, MA requesting a Variance from Section 7,Section 7.3 Table 2,fora front and side setback,and for a Special Permit from the requirements of Section 9,P 9.1,&9.2 to replace an existing window with a drive-up ATM,on a non-conforming lot and structure,within the G-B Zoning District. The following members were present:William J.Sullivan,Walter F.Soule,George Earley,Ellen McIntyre. The hearing was advertised in the Lawrence Tribune on 4/27/99&5/4/99 and all abutters were notified by regular mail. No persons appeared in opposition to the petition. Upon a motion made by George Earley and 2nd by Walter F.Soule, the Board voted to DENY a request for a Variance and Special Permit because of a safety issue: The Board stated that due to the small dimensional area existing that any traffic would be hindered and not able to move carefully within said restricted area and that such change,extension or alteration shall be substantially more detrimental than the existing non-conforming structure to the neighborhood.Voting in favor of the denial: William J.Sullivan,Walter F.Soule,George Earley,Ellen McIntyre. Board of Appeal , William J.Sugi an,Chairman Zoning Board Appeals mi/1999decision/l 1 I BOARD OF,),PPEAL,S 688-9541 BUILDINGS 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688.9535 A Kt v N � J N t N fit t) rt l N (6J,,[� h rritou) rtf �( r=a tit c.)1 U I ci rH b .4�..J � C1 Itt 'fl It I crqj Lq (a rill I a fll U E+ }t t) 1 n) ,z 1) ni f; N .c, I rt1 t .t �: , m (J) (1) tJ p, D I }t O u t) nS U) FY .S1 rI, }I 1) �) r to 1 0 Lxt Fu CUat �,� U IiS IJ U) 'LS IJ }1 }1 U) U) }I rU Itl x - � [ F to f✓ 3 (I) U r U t U SCS r[S .t, L7 -Llr)1 rn }1 t1 a 1) ,r; a) tit rr U U +) }; tit U U U O �1 U i U) U) 1) Q) 1 Y }1 Q1 q) 11, of,F: r-); II) ill �I CJ _C' 11) 1 �1 [� I1 1 It I U) C) U) 11 1 '11 (l) l" + U C rte, .l N to C' n1 rtf ri{ U 3 1-) I IU O, p,t-) }t . I In 't1 ut fit w ut r.; O E I 5 til ut to .,I N Q, (u IU IU () 3 F+ girl c; }+ a) nl 7 to }) to a u) to }1 V O U of tit .t: rt) ( I .t dt I -r 14 ) O fit 10E .ta E1 1) QI to U n; rtS .q U rt1 c] U li PI r• DESCREF^_' CN OF VA.RI-7�,NCE FEQL STIED . --c7c:-red Set-ack E:t,sti,c Setback cr Area er _area Rec-uestec mot Dme:s;cn Area s t,ee- N IA _ _ent Set]Dack Side se- ack (s) 25' rt ►3, It � Rear Set ack N/A Not4 Spey-___ =e�=c Re^•est c� 8 - 1 i V)I � � a i NA do 1 1 t!3 r�J Il �� •I jj� ,SIS QI O, 1 If •I n1 Ut •-1 Ll t)� U) t � I �r� (11 4 I QI •• (i t t LS U ��I N st �j N st :.l ��• 1fl N Ind-.' 11 c; Q) IJ N t F U) C U -I -) .0 y-1 Ul IJ �1 U .to U � I ,t_t .�- Itf 3 L' U IU .0 1 N t J I) L ns I. cv St Wf11 U (1, U IJ tL �I I 1 rt1 It, n t LAI [' n' t l S 1 /U IU U) '[', a S, q) 0 N N v t In to nl U O i tU 5 ( I U U I U V) Q1 t_; 1. 1 to � I I i •tl to u 1 N � ..I �' tt3 N Lr I 11 �t -1 ttl N N to I I L1 Ul 1 fll fll Q) nS (.; N to �1 A .f; C1 S1 (1, tl.t .(1 U 'U U SJ, r-I L) •1 G], I.1 � i�.� �il U y t) I UI In ql LI :_1 ItS 'd {^" b t � t U N 'U to rl) U (: rU !I [;-•I lJ �'t� rU 1 (1, QI �1 S i 1 I N IJ U I I I U) in tll k n, SJ,.I: ❑, rll ,c N I In Ilf U (-� 4 1 S I I.1 •f; l l)' �), I ( 4 t al) O N U I A t i Ul � ul rU _, �►✓C U tr t (, q) Ui U rU O Al 111 '0 U (� SJ, N qj IJ t� U iS U U, U) 1J C) 1 -I ') 11 (]: Uq) N (L Q) O to I Qt (l, _ N t 11 •I l 1 ,I I) 1 n r N fit E t 1 1 U) 0) Ul rtl S t 111 4 (1) rU 4 U) t, N .(i CI ;t; [), (.l rl ._1 3l 3 j1 N 111 rll 1 rll C) til S. U f� ill M � a ' Mar--11 -99 09 : 13A ORL ASSOCIATES , INC . 617-34.0-6051 P .03 _ i ..•ra,r'7E� C!- !,%4 i i ::AC--E 2 CT �IRLt$ �i�CR tiTs3 ( 8 6JA l s j.l• 1nJDoW"p" r fi!�fL o f S � f AAJ ! C4t VIA r 03/11/99 09:40 TX/RX N0.4223 P.003 '10- . Mar.- 11 -99 09 : I3A ORL ASSOCIATES, INC . 617-340-6051 P. 02 1 NAME 1 �j 33 4a; -:.ar_ v,»titE ACCcc43, Z L 1 • � 2 '�1 �Q�..�E.�'� G� � i�. ,.!�+ ta�,ri[ Tu� 'Tit2.:G1'S"T" isT- � r f97�I J ' ( �1 - S s'T. �,���.�'' AK r,-� G ig,.b A•..�a s7's►t_.t G c,,J t1J�r1 �!�' ot9�- E w 409 - U-F:' F= --`—'' 03/11/99 09:40 TX/RX N0.4223 P.002 Segs 11 08 09: 35a NORTH HNDOVER 9786889542 P,5 �oKr� o l 2 SEP 19 3 fly 1 Ar- 'A otw wrr Y• `4 CHUStiS � f ?g t, PLANNING DEPARTMENT MA SS A Community Development Division Special Permit-- Site Plan Review lication Please type or print clearly, I.Petitioner: G.k J C-{h s e�� Petitioner's Address: 1A a S' 5 ice A �5 3 -� _Q S - W i l- Telephone number: l S ., A O f S"1 2.Owners of the Land. Address: I A/6, A n o v t, ,tii A Number of years of ownership: e ; —.--- 3.Year lot was created: 4. Description of Proposed Project: b f 5. Description of Premises: Bq&r 1,Ir ki sFn �in�+c. uas.'�FYS �,STr.,ti 5,Address of Property Being Affected: 1 S'y ���;, S¢"C+ ZoningDistrict N Kl z4 A,wC1 Assessors Map: L41 Lot#: 3 Registry or Deeds:Book Page#:�5 7.Existing Lot: Lot Area(SQ.Ft): /I Building Height: YS Street Frontage:. i�, 0 i ° Side Setbacks: i-�._ Front Setback: q,F6' Rear Setback: I Floor Area Ratio: C,0 P Lot Coverage: c, 11 8. Proposed Lot(if applicable): .n//A – Lot Area(Sq. Ft): Building Height: Street Frontage: Side Setbacks: Front Setback: Rear Setback: — Floor Area Ratio: Lot Coverage:. 1600 Osgood Street,North Andover,BIdg.20,Suite 2-36 Planning Dept.,Massachusetts R Ol$45 Phone 97$ '68$'9'3$ Fax 97$•688.9542 YJe6 wwYr.townofnorthandover,cam 9 j5;08 loop— Sep 11 08 09: 35a NORTH ANDOVER 9786889542 P. 6 9,Required Lot(as required by Zoning Bylaw): Lot AreaS .Ft: ( q } °,o ,.F Building Height: LIS r ej- Street Frontage: i 2s' re, Side Setbacks: Front Sofii Z i Gc} FlRear Setback: 3 jfuc Floor Area Ratio: rr ia1 Lot Coverage: 10.Bxisting Building(if applicable): Ground Floor(Sq.Ft.): 1,5 ye s.F+j- of Floors: i Total Sq.Ft.: i,syo S F.tel- Height: -4 Use., fir.•j k Type of Consbuction: I- 11. Proposed Building: IvIA Ground Floor(Sq.Ft.): #of Floors: Total Sq. Ft t1se: � � ' Type of Consfiiction: 12. Has there been a previous application for a Special Permit from the Planning Board on these premises? If so,when and for what type of construction? 13.Section!of Zoning Bylaw that Special Permit is Being Requested E4.3 14.Petitioner and Landowner signature(s): Every application for a Special Permit shalt be made on this form, which is the official form of the PlanningBo application shall be filed w4th the Town clerk`s ofd. it shall be the resoner . Ferry documentation with this aPpftcation.The dated copy of this application►�ceived4by©the Town Clerk o Planningfumish Office supporting does not absolve the applicant from this responslb6ity. The Petitioner shall be responsible for all expenses for ding and legal notification. Failure to comply with application regWrements, cited herein and in the Planning Board Rules and Regulations may result in a disml b` Planning Beard of this application as incomplete. Petitioner's Signature: Print or type name here: -� Owner's Signature: Print or type name here: 15.Please list title of plans and documents you will be attaching to this application, 4_1, s 1600 Osgood Street,!forth Andover,Bldg.20,Suite 2-36 Planning Dept.,Massachusetts 0845 Phone 978.688.9535 Fox 978.686.9542 Web www.tDwnofnorthandover.com 9/5/08 DRAWING REVISIONS fhw � i s �+ AcnaNBATE DESCRIPTION GENERAL NOTES: "m 1.THE PURPOSE OF THIS PLAN IS TO ILLUSTRATE THE EXISTING CONDITIONS AT THE SIiE. *`� txf'„."A`-w A^•*., 2.PROPERTY UNE INFORMATION SHOWN ON THIS PLAN IS BASED ON COMPILED INFORMA77ON FROM AVAILABLE I 5 E ASSESSOR'S MAPS,RECORDED DEED INFORMATION AND AN INSTRUMENT LAND SURVEY. 3.WETLAND UNE WAS DELINEATED BY JOHN ZIMMER,P.W.S. g ON 8/5/08. f DATUM: NGVD 1929 LOCUS- 154 MAIN STREET NORTH ANDOVER,MA 'bya OSGOOD \/5 \ \ 1 4i POND Oy�O \ N1 Ilk o \. WF/4 s `ys'�.re;e W EDGE OF POND WF/3 _ h m '-MAP 41 LOT,33 � — ��, AREA=19,842±'S.F eorsDERING '� •' VEGETATED. - WETLAND _. \ WF/Z \ V - - _ --£ SBDH = STONE BOUND DRILLHOLE FND FOUND N _ - AIR R CONDITIONER _ - CONIC. = CONCRETE - � � - -BIT. = BITUMINOUS _.. / �„- .._._ RET. = RETAINING a TYP = TYPICAL _.. \ F.F. = FIRST FLOOR UP - UTILITY POLE .... �,,_ .... F _ SBN SIGN C IN _ = CATCH BAS T= TELEPHONE - - WV= WATER VALVE / HYD = HYDRANT RAIL, � --��' _-' BCH = BENCH EDGE of PAYPMENT HC= HANDICAP VGC = VERTICAL GRANITE CURB BOA = BANK OF AMERICA —200— EXISTING CONTOUR l A� 'XISTING'3UII BIT.GONG.J N1 \, ..... .......... r PARKING 4 K, i.F. 9 i BOA SIGN - S HC RAMP 1 .01 L 1 3BH8 00 ��W 6 14g FRO N 3 37'00"W COIJ� ,y BRICK WALK \i BRICK WALK CONIC _ Up D .� \�_ NGG WV x ..VGC a ca ® ` GNVGG ST FLOOD ZONE INFORMATION: G II �; ��7 50'75�v'l Al A1B FEMA. n Y'C -TV LOCATED ZONE X YEAR FLOOD) CRO�S� lY (AREASS�``g CAVANARO CONSULTING COMMUNITY PANEL NO 250098-0003C 11 887 MAIN 87REE7' _ LAST REVISED:7/02/93 P.O.BOX 5175 SCALE:IM-400' MAIN (PUBLIC-60'WIDE) NORIMB MA5sw I . rs otos+ TREET PN1oNE7: B,.659.B,-a7 � FAX:781.659.8+86 j 7oNwG REQUIREMENTS: EXISTING CONDITIONS PIAN GENERAL BU9NE55 DISTRICT 154 MAIN STREET AREA 25.000 SF NORTH ANDOVER,MA 01845 FRONTAGE 125 FEET + BUILDING HEIGHT 45 FEET FRLPARED R LOT COVERAGE 35% CB RICHARD l!LUS GLOBAL CORPORATE SERVICES MINIMUM YARDS: Ions MAIN sTxrr:r FRONT 25 FEET wAI rHAMMA024.5I SIDE 25 FEET REAR 35 FEET GRAPHIC SCALE PROJECT NO. : 8062 DRAWING N0. m 1u SCALE AS SHOWN IN FEED) DATE 09/11/08 1 inch=20 M -- EC DESIGNED BY: MGJ DRAWN BY: MGJ SHEET NO. i OF 2 CHECKED BY: BPS I FILENAME: z:\surcu\ewz\owc\easzsr I i DRAWING REVISIONS O S G O O T(L' PRECAST CONCRETE I 108.00"(2743 mm1 —1 CURB SIDEWALK OR LANDSCAPING SEE PUNS � �. 1-1/2'WEARING COURSE _._... ACTION DALE DESCRIPTION /S \ 5•MIN. REINFORCED CONCRETE PAD-- \ POND 1-1/2'BINDER COURSE } -{ 5-1/2 OR CLEMENT CONC- CULTEC STORMFILTER 400�I I GENERAL NOTES: 00 Cy4 H \ 115 L/yyk- f \ 12'GRAVEL BASE •I I" ]2.00'11829 mml 1,THE PURPOSE OF THIS PLAN ISM ILLUSTRATE THE EXISTING AND PROPOSED CONDITIONS AT THE SITE. LOAM AND LANDSCAPE Y S T 6" ( I 2.PROPERTY LINE WFORMATION SHOWN ON THIS PLAN IS 138• I BASED ON COMPILED INFORMATION FROM AVAILABLE T8:e 8"GRAVEL 4" ! ASSESSOR'S MAPS,RECORDED DEED INFORMATION AND AN z4` INSTRUMENT LAND SURVEY \ 18' \ a _ �3 .EDGE OE POND - 12• iD• J 3.WETLANO UNE WAS DELINEATED BY JOHN ZIMMER,P.W.S. P ro `MAP 4),LQT 33 "� p EXISTING SOIL OR ORDINARY FILL ON 8/5/08. '\'m R COMPACT GRAVEL AND FILL BEHIND AREA 79,8421 SF. BORDERING INV.ut=91.50 = \ WEGEX TLAND CURB TO 93X(MIN.) .._... _... .__.... __...... 2.00"151 mm1 DATUM: CEMENT CONCRETE d NOVO 1929 PROPOSED OUTLET CONTROL STRUCTURE —�- (OCS)FOR?NFILTRATICN BASIN BG\ \ -- ELEV.4"INV. 91.60 SO• /�yA'C\� WF/1 COMPACTED SUBGRADE e ELEV.6• INV =92.50 �p �� �`., ,Sf)BgC m - pp o6•(2D1 mm7-. � ` � FLOOD ZONE INFORMATION. INV.out 12"HDPE=91.60 '1'eG /�S\ _. FEMA ` PROPOSED CULTEC STORMFILTER 400 CONNECTED LOCATED IN ZONE X �f'♦s TO INFILTRATION FIELD OF 8 RECHARGER 280 UNITS HDPE OUTLET ,`. �'Wit_ SET IN ONE FOOT OF CRUSHED STONE ON BASE 8,1.5 CONCRETE OR GRANITE CURB PROPOSED 12' (AREAS OUTSIDE 500 YEAR FLOOD) MAN HOLD O OCSLET ` - '-' - FEET OF CRUSHED STONE ALL SIDES WTH TWO.OBSERVATION NOT TO SCALE CONCRETE PAD ABOVE STORMFILTER COMMUNITY PANEL NO 250098-0003C PORTS AND OVERFLOW TO A SWALE NOT TO SCALE UST REVISED:7/02/93 . .. .._. INVin=93.8 SCALE: 1"=400• PROPOSED RETAINING ---� - -- WALL WITH GUARDRAIL % _. PROPOSED HAY BALE (MAX.HEIGHT 8 FEET) �!y �v,n„ - h SILT FENCING OUTLET CONTROL REINFORCED PAVEMENT 95h COMPACTED CULTEC RECHARGER 260HD STRUCTURE TOP OF 4*BAFFLE CONCRETE PAD FILL ELEV.-11.11' _ TONING REOUIRFMFNTS, ._ .. DISTRICT AREA E 125.000 25 FEETF .-- LLL-- - - Y P-CB .µ t 5'ORIFICE \ ""-� 4''"' •� BUILDING HEIGHT 45 FEET � INV­t=93.9• "1 w' INV=9250' LOT COVERAGE 35% ,; •F � A RAIL - -.. GE OF`PAVEMENT 12"HDPE 2 ,' ly .5%L=15• 4-ORIFICE 15.0' EDMINIMUM YARDS: 520 ::•+• INV.91.60' FRONT 25 FEET l+' SIDE 25 FEET � �\ REAR 35 FEET O 25.0'_ .'' IDs �,v 1 4 O PARKING REQUIREMENTS �.• OUTLET PINV.=91.60 �A INLET PIPE NV=91.60 STORMFILTER 400 INLET PIPE a \ L IPE I XI N(1.tJ�i :; BIT.CONCJ n REWIRED EXISTING PROPOSED P ftKING f ( -9..•4 r HC SPACES 1 1 1 20.0 12.0' X80, W OUTLET CONTROL SPACES 550/300=6 i2 8 AC P Po9EDCTION VIEW OF STORM FILTER CONNECTION EAN RANVACOETM 3 2 iA DSCAPE �- �Dr „51.2''°°" TO RECHARGE CHAMBERSNE WAY 10.5' SON HC RAMP 1 .01' A00 FN D S.� TWO 25' 23.9' 125' NOT TO SCALE COIJC:, BRICK WALK N 3 37'00"W BRICK WALK CONC. P NGC SGN1:: 0. UP S �_1vK• i lA LEGEND, CATCH 4a,,ix„Sx^•^ 1 — FND =FOUND vcc * SBDH = STONE BOUND DRILLHOLE C ' PROPOSED ADA COMPLIANT VAN ( "5� BASIN ''y- ;"' aR •f' AC= AIR CONDITIONER ACCESSIBLE HANDICAPPED p(� .�1T\ ' CLOSE EXISTING CURB OPENING WITH COB?i{ PARKING SPACE WITH SIGN �'{J, \i ; '`” T` BIT. CONCRETE VERTICAL GRANITE CURB,PROVIDE CRUSHED RELOCATE EXISTINGC,N / 8S[yq� �1Y' '`:'��v"`�"' BIT. BITUMINOUS RET. RETAINING STONE THROAT TO EXISRNG CATOH BASIN �lj3 TYP - TYPICAL R HT F.F. - FIRST FLOOR STREET x'a,t UP = UTILITY POLE PUBLIC-60�WIDE CID = SIGN MAIN I1 . ? A; CB = CATCH BASIN ,��+`.• a,.n• �� T= TELEPHONE WV WATER VALVE HYD - HYDRANT . '•�"� BCH BENCH CULTEC STORMFILTER 400 HC HANDICAP Cw VGC VERTICAL GRANITE CURB GRAPHIC SCALEY\Y 12"HDPE PIPE BOA = BANK OF AMERICA INVout=93.90 -200-EXISTING CONTOUR 36""";r POST (STEEL•Y TYPE OR Y HARDWOOD)DRIVEN MIN.16" lW 6 C (� T} INTO GROUND,,o MAX D.G. SECTION VIEW OF CATCH BASIN CONNECTION PD I;nce=20 rL T� MIRAR FILTER FABRIC OR TO STORM FILTER V DAPPROVED EQUAL,DSE FASTEN W/TES 9 O TOP AND MIDSECTION,EVERY I24'ES NOT TO SCALE I LAID 1}'-2"WASHED, FINISHED GRADE STAKED BALES END CAYANARO CONSULTING CRUSHED STONE 2.5"ASPHALT TO END STANDARD CATCH BASIN FRAME AND CRATE 887 MAIN SP 11 FRAME TO BE SET IN CULTEC 410 FILTER FABRIC 85R COMPACTED FILL 2U' FULL BED OF MORTAR LBBARON LF 245 OR EDUAL P.O.BOX 5175 RECOMMENDED NOT REQUIRED MIN. + BRICK LEVEUNG COURSE AS CULTEC RECHARGER 2BCHD CULTEC 410 1 I REWIRED FOR GRADE ADJUSTMENTS NORWBLL,MASSACXUS6R502061 FILTER FABRIC I 1 (2 MIN 5 MAX.) "" HEAVY DUTY H-20 CHAMBER TOP SIDES AND BOTTOM SPOIL FROMPHONE:781.659.8187 g+<' � .a_5•. BALE TRENCH I I FLOW 1818-24' 4" 5"MIN. FAX:781.658.8186 j UNDISTURBED GROUND CONICAL SO.OPENI s I I SECTION OR MORTAR All JOINTS SITE PLAN FlA TOP OR IC SEE PREFORMED p ! `' §P.' (I 8'MIN. I MASTID SEALER _ 1� V BINDER COURSE i"WEARING COURSE PROVIDE"V•OPENING 1'J4 MAIN STREET HEIGHT OF 1.CLEAR 1 NORTH ANDOVER,MA 01845 BINARSECTIONS FPREPARED FOIL CIJ=ANWT- OUTSIDE OF PIPE 1 �Q x ' - I 1-4 FEET PLUS 2"CLEARANCE CB jTjL,1-I.�IZ.D H[.I.IS I I - 4._6. TYP. 1"STONE SEPARATIONMISTON'E'B�AS MIN. V (Np7RE AL GLOBAL CORPORATE SERVICES BETWEEN ROWS EMBED FABRIC AND FENCE. 12'GRAVEL.BASE- II EAVELIN 12"HDPE(TYP-) 107.5 MAIN STRN.I'.T cExwAL xatEs 8'MIN. 4 E. f SUMMPP 48 MIN. GAS TRAP A n"nw e'-zw er uaT6c.Ixc 1'e awynd4.DT. •�$ a'�`.• SUMP W�'TI�'IAM MAO14.51 M=iR� :Imam pwli"ml`"'.I bl.bmtea�plaai.4aa ..gM.tl�n.. / ry _s"MIN. PROJECT NO. : 8062 DRAWING NO. -BALES TO BE TIED W ORGANIC FIBER TWINE ONLY. Refer m mmub w.CULTEC.INC.',.ecemmmtlee NO PLASTIC OR WIRE. SUBGRADE SCALE AS SHOWN .tdletlon gultl.lin.a. Al PecM1aryer^' 280HD Hao Hevry Duty..It.an -HAV BALES TO BE SECURED W/MIN.TWO(2)2"X2' COMPACTED SUBGRADE markatl Nm u 4'.trip.dwg ma_,t,et m.d,embw. WOOD STAKES PER BALE,DRIVEN 18 MIN.INTO GRADE. DATE 09/11/08 SP CONCRETE CATCH BASIN TYPICAL CROSS SECTION RECHARGER 280HD HAYBALE WITH SILTFENCE DETAIL PAVEMENT SECTION PRECAST NOT TO SCALE DESIGNED BY: MGJ H-20 CULTEC CHAMBER SYSTEM NOT TO SCALE N.T.S. DRAWN BY: MGJ SHEET N0. 2 OF 2 NOT TO SCALE CHECKED BY: BPS FILENAME: z�stNaP\NezNDxc\eaasp APPLICATION FOR SITE PLAN REVIEW TOWN OF NORTH ANDOVER Proposed Reconstruction and Expansion to an Existing Parking Area and Associated Improvements 154 Main Street North Andover, MA 01845 APPLICANT: Bank of America C/O CB Richard Ellis, Tina Daigle 1075 Main Street Waltham, MA 02451 SUBMITTED TO: Town of North Andover Planning Department 1600 Osgood Street, Bldg. 20, Suite 2-36 North Andover, MA 01845 PREPARED BY: Cavanaro Consulting, Inc. 687 Main Street Norwell, MA 02061 CAVANARO,CONSULTING Table of Contents Title Section Special Permit— Site Plan Review Application I Project Narrative II Figures Figure 1 — USGS Locus Map Figure 2 — FIRM Flood Map Figure 3— DEP Priority Resource Map Certified Abutters List IV Additional Information V - Soil Map and Legend Drainage Calculations and Supplemental Drainage Information VI Stormwater Operation and Maintenance Plan VII Notice of Intent Application Package Vlll Project Plans IX EC— Existing Conditions SP — Site Plan SECTION SPECIAL PERMIT- SITE PLAN REVIEW APPLICATION Sep 11 08 09: 35a NORTH FINDOVER 9786889542 P. 5 µoRY}r OFtY�eo ,t'1,� tr'\iF.e6 FrR, S'S Cr{LiSES PLANNING DEPARTMENT Community Development Division ecial Permit Site Pian Review A ication Please type or print clearly, I.Petitioner; Petits 1 oner's Address: �°' t tt�`�► S fcei N1A -S3 -t�1-o S' - i�l ll- ��,. �i'1/ 0z ySI Telephone number: i B B .. 2.Owners of the Land: Address: I <; 5An palm AJ A J t NS Number of years of ownership: n 3.Year lot was created: 4.Description of Proposed Project: t rt\ I 5. Description of premises: i S:° � ;t g� C� .f.f JtJ 6.Address of property Being Affected: Zoning District: &e-x».( Assessors Map: q1 Lot#:_ 3 3 itegistry of Deeds.Book#: 9 Page#:— ytp<' 7.E=xisting Lot: Lot Area(Sq.Ft): /t qqo Building Height: Side Setbacks; < y5 Street Frontage:,....t to S". Front Setback:_ �' Rear Setback: J ftu. ' Floor Area Ratio: f f d�e Lot Coverage: 8. Proposed Lot(if applicable): ��� Lot Area(Sq. Fta: Building Height;. Street Frontage: Side Setbacks; Front Setback: Rear Setback: Floor Area Ratio: Lot Coverage: 1600 Osgood Street,North Andover,Bfdg.20,Suite 7-36 Planning Dept,,Massachusetts 01845 Phone 9/8.688,9535 Fax 978.688.9542 web wwvr.townofnorthandover.ccm 9/s/08 Sep 11 08 09: 35a NORTH RNDOVER 9786889542 p, 6 9, Required Lot(as required by Zoning Bylaw): Lot Area(Sq.FQ, ob0 s.F Street Fronts 17-s' Building Height: 1-4 5- re e i- Front Setback: 9: P� Side Setbacks: ���,�f Rear Setb ack: i Floor Area Ratio:�/mss 3 Lot Coverage: s7 10.Existing Building(If applicable): Ground Floor(Sq.FQ: 1,5 y® c,r y, #of Floors: t Total Sq.Ft.: t1 s yo S.r.+/- Use., i3 ,k Type of Construction: Q E�� 11'. Proposed Building. N,q Ground Floor(Sq.FQ: of Floors: Total Sq. Ft. Height: Use: Type of Construction: 12. Has there been a previous application for a Special Permit from the Planning Board on these premises? /�1 if so,when and for what p ses. type of construction? 13.Section of Zoning Bylaw that Special Permit is Being Requested Scika' F.-S 14.Petitioner and Landownersignature(s): Every applicafion for a Special permit shay be made on this form, which is the official form of the{Tannin B application shall be filed with the Town Clerk's office. it shall be the res g lard. Every documentation with this appfication.The dated co of this ponsihilit}•of the petitioner to famish all supporting not absolve thea colt# copy application received by the Town Clerk or Planning Office does applicant from this responsibility. The Petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements, as cited herein and in the Planning Board Ruies and Regulations may result in a dismi l b Planning Board of this application as incomplete. Petitioner's Signature: GG Print or type name here. Owner's Signature: Print or type name here: f 15.Please fist title of plans and documents you will be attaching to this application, f, c; C_20A At s 1600 Osgood Street,Horth Andover,81dg.20,Suite 2-36 Planning Dept.,Massachusetts 01845 Phone 978.688.9535 fox 97B.688.9542 Web www.townDfnorthandover.com 9(5(08 ROCKLANDTRUST 212( CAVANARO CONSULTING INC s3 447ii OPERATING ACCOUNT 687 MAIN STREET, 9/18/2008 NORWELL,.MA 02061 PAY TO THE **2,000:00 ORDER OF Town of North Andover. Two Thousand and 001100***************************,**** ************«********** *******.«********************«** ******* DOLLAR Town of North Andover 120 Main Street -North Andover, MA 01845 MEMO r File No: 8062- 154 Main Street-North Andover: THORizEpsIGNaruRE II900 2 l 200 212 Town of North Andover 9118/2008 File No. 8062- 154 Main Street-Outside Consultant 2,000.00 Rockland Trust-Oper File No.8062- 154 Main Street-North Andover 2,000.00 21 Town of North Andover 9/18/2008 File No. 8062- 154 Main Street-Outside Consultant 2,000.00 Rockland Trust-.Oper File No. 8062-154 Main Street-North Andover 2,000.00 A - R66KLANOTRUST 2'121 CANANARO CONSULTING INC s3-aaij9 s: OPERATING ACCOUNT 687 MAIN STREET 9/18/2008 NORWELL, MA 02061 : PAY TO THE **400.00 _ ORDER OF Town of North Andover Four Hundred and 001100**** *. ******** ***«��* ********** **** *****«*** *. **.*, * �,« ** **** .*** *****. ***. * DoLLAP Town of North Andover i nf- 120Main`Street North Andover, MA 01845 MEMO File No. 8062 - 154 Main Street=Special'PermitAppt HoRtZEOSIGNATURoil E�u- 11600 2 111 w ,H- 21 '2 Town of North Andover 9/18/2008 File No. 8062 - 154 Main Street-Special Permit Appli 400.00 Rockland Trust-Oper File No. 8062-154 Main Street-Special Permit 400.00 21 64W Town of North Andover 9/18/2008 File No. 8062 - 154 Main Street Special Permit Appli 400.00 400.0( Rockland Trust-Oper File No. 8062- 154 Main Street-Special Permit y SECTION li PROJECT NARRA TI VE 5 PROJECT NARRATIVE 1.0 INTRODUCTION The applicant CB Richard Ellis, is seeking approval to reconstruct and expand the existing parking area located at the locus site. The parking lot serves the Bank of America located at 154 Main Street that has been at its current location for over twenty years. An existing drive- through for the Bank has been closed for approximately fifteen years. The applicant is proposing to expand the existing parking by removing the rear drive-through aisle and increase the parking area to accommodate an additional six (6) parking spaces. The additional spaces, however, are not required per the Zoning Bylaw since no changes are proposed for the existing building which will continue to be used as a bank as it has been for years. The minimum required number of parking spaces is six (6). There are a total of 12 existing parking spaces and once the project is complete, there will be a total of 18 parking spaces available to serve the existing facility. The applicant's intention is to improve and expand the existing parking area in order to reduce the number of conflicts that currently occur in the parking area while providing additional spaces and improving the quality of runoff produced at the site. 2.0 EXISTING CONDITIONS The subject property is located at 154 Main Street in North Andover. The 19,842 S.F. lot is located in the General Business Zoning district. The lot has approximately 9,700 S.F. of developed area. There is a Bordering Vegetated Wetland located at the rear of the lot associated with Osgood Pond. Approximately 13,400 S.F. of the lot is located within the B.V.W. or the 100' Buffer to the B.V.W. The developed area consists of the existing 1,600 S.F. building and associated paved parking and travel ways. The lot is level at Main Street, the parking areas slowly slope to the rear of the lot. Once the parking area ends, the lot is vegetated with trees and low lying shrubs. This area steeply drops to Osgood Pond at a slope of approximately 3:1. Currently there is no drainage system on site, all untreated storm water sheets off the parking area and eventually runs to Osgood Pond. The number of parking spaces required to serve the existing building is six (6). There are 12 existing parking spaces one of which is a handicap space; however, no accessible access aisle is currently provided for the existing handicap space. The existing two-way traffic aisle width is 23.9', 1.1' narrower than the required 25' aisle width. The existing drive-through lane that has not been used in about 15 years separates the building from the existing parking lot and is the reason for the existing third vehicular entrance to the property. 3.0 PROPOSED IMPROVEMENTS The applicant is proposing to expand the existing parking area by adding 2,000± S.F. of parking to the existing parking lot. In addition to adding 2,000± S.F. of parking the applicant will also be removing approximately 1,000 S.F. of impervious area. This impervious area is being removed from the existing drive-thru aisle that runs parallel to the rear side of the existing building, as can be seen on the attached Site Plan. The net increase in impervious area to the site will be approximately 1,000 square feet while providing the applicant with six more parking spaces. The applicant is proposing to improve the drainage conditions with the addition of a deep sump catch basin with hood that directs stormwater through a filtration chamber and continues on to a series of recharge units. The deep sump catch basin will provide 25% TSS removal while the filtration chamber provides a minimum of 70% TSS removal (as seen on attached specification sheets) for a total of approximately 78% TSS removal from the stormwater prior to infiltration. During extreme periods of rain, the infiltration chamber will overflow to an outlet in the proposed retaining wall where there will be a swale to provide additional treatment to the storm water prior to entering the Bordering Vegetated Wetland. The proposed drainage system was designed following MA DEP's Stormwater Management Policy to the maximum extent practicable. The proposed improvements will have an overall positive impact on the existing resources abutting the site. Even though the proposed parking expansion will increase the impervious area on the site by about 1,000 S.F., the proposed drainage system will actually reduce the rate of run off originating at the site and will greatly improve the quality of the runoff. The new larger parking area and improved layout will provide additional parking spaces for the employees and patrons of the bank, address the existing conflicting traffic patterns, remove one of the three existing vehicular entrances, and make the traffic aisles and handicap parking space code compliant. 4.0 Required Submittal Information i) North Arrow/Location Map: A USGS locus map and north arrow are provided as part of this narrative (please see Figure 1 on Section III) ii) Survey of Lot/Parcel: The enclosed Site Plan is based on an instrument survey performed on 8/15/08. iii) Name/Description of Project: Please see Section 1.0 of this narrative. iv) Easements/Legal Conditions: All encumbrances are shown on sheet 1 of the enclosed Site Plan. v) Topography: Please refer to the enclosed Site Plan (sheets 1 and 2). vi) Zoning Information: Please refer to the enclosed Site Plan (sheet 2). y s vii) Stormwater Drainage: Please refer to the enclosed Site Plan (sheets 1 and 2) and to Sections III, IV, and VIII of this application submittal. viii) Building Location: The existing building will not be modified. Please refer to the enclosed Site Plan for its existing location. ix) Building Elevation: There are no proposed modifications to the existing building. x) Location of ParkingMalkways: Please refer to the enclosed Site Plan (sheets 1 and 2). xi) Location of Wetlands/Notice of Intent: A complete Notice of Intent Application was submitted to the North Andover Conservation Commission on 9/12/08. xii) Location of Walls and Signs: Please refer to the enclosed Site Pian (sheet 2) for proposed wall and sign information. xiii) Location of Roadways/Drives: Please refer to the enclosed Site Plan (sheets 1 and 2). xiv) Outdoor Storage/Display Areas: No outdoor storage or display areas are proposed. xv) Landscaping Plan: Please refer to the enclosed Site Plan (sheet 2). xvi) Refuse Areas: No new refuse areas are proposed. xvii) Lighting Facilities: No new lighting is proposed as part of the improvements. xviii) Drainage Basin Study: Please refer to enclosed Site Plan (sheets 1 and 2) and to Sections VI and VII of this application submittal xix) Traffic Impact Sudy: The existing use of the site will not change. � 7 xx) Commonwealth Review: A copy of the Notice of Intent Application submitted to the North Andover Conservation Commission is included in this Site Plan Review Application. xxi) Utilities: All utilities, with the exception of the on site drainage system will remain as is. Details of the new onsite drainage system can be found on the enclosed Site Plan (sheet 2) and in Sections VI and VII of this application submittal. xxii) Fiscal Impact. The proposed improvements are not expected to have any fiscal impact on the neighborhood. xxiii) Community Impact: The community will be positively impacted by the proposed project due to the pedestrian traffic improvement at the street sidewalk through the removal of one of the three existing vehicular entrances to the site, by making the existing handicap space and access aisle AAB compliant, and by improving the pedestrian and traffic pattern flow within the site. I�� i SECTION III FIGURES t i r � t 16 1- mar wi , 1 , � € IT* � w x„ i i r 'i x A` •wY'i, w F S w i+51 „ , e � k A v 7 l t � d Ya x " w F � �€ y�_� r„" +s to x;�k.� „;w �ai •�'4, a e� w ;t a.` w d k #et �c a ,.x USGS LOCUS PLAN - 154 MAIN STREET, NORTH ANDOVER MA 01845 DRAWING NO. CAVANARO CONSULTING PREPARED FOR: PROJECT NO. : 8062 687 MAIN STREET CB RICHARD ELLIS DATE: 09/11/08 LOC P.O.BOX 5175 r' NOR' ETY7 MASSACHUSETTS 02061 1075 MAIN STREET DRAWN BY: IAGJ _.___.__...__ SHEET NO. 1 OF 1 PHONE:781,659.8187 w r WALTHAM MA 02451 CHECKED BY: JCC FILENAME* FAX:781.659.8186 f xVeos�W.oY �1.o ZONE X ( 77— APPROXIMATE SCALE Q 40Q Q 4�0'CABAFEET 2 RAILROAD ! LR AD BRIDGE -� so CJ = v F CQ ( NATIONAL FLOOD INSURANCE PROBRAN SUTTON Pondd ` O' ���E ��POND . Dam FIRM p,C C ES 0-q0 � FLOOD INSURANCE RATE MAP TOWN OF NORTH ANDOVER, pNp w MEx OCETTS` ra�CLWY LU PANEL 3 OF 15 (SEE MAP INDEX FOR PANELS NOT PRINTED) LIMIT OF FLOODWAY . PANEL LOCATION COMMUNITY-PANEL NUMBER 250098 0003 C MAP REVISED: .� JUNE 2, 1993 3 QFederal Emergency Manfigement Agency This is an official copy of a portion of the above referenced flood map. R `vv was extracted using F-MIT On-Line. This map does not reflect changes .A �1t- or amendments which may have been made subsequent to the date on the title dock. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov Map Output Page 1 of 1 i DEP Priority Resource Ma -j: Zone IIs ''� IUVF+As C) �r Zaps A }• } } } " N' Sole Source Aquifers Sold wasteaft III e f. } t tr •� Sll ILLS ,� t; ` m sit Protected opensace NHESP Estimated Habitat � }r" f of Rare WiidSfe in . } . - Welland Areas O03 CertiN ESPnai Pools Foam! L. I r Subbasins Jor Ba&ins sur� .�}..�-•� . ,..... . °, •, , � pr Town Arrx •r Si'Efl Region t }• f. y r� Cc4jnty Boundaries PUFrT Aquifers,By Yield wGfi YIELD A9€mm YiELE) Mn RR Water ar ounce Area --,anr.• s t t &�S IJ4. � 311GGtiY 4iki+�t'Yb t? FEM&Floodplains Yr 4 . .'. 100YEA�#'r.r3{157�'LA3�1 " lydxngrap#ry 1 a g WATER •'•'r {�+�. ,,�"'' , £;' _,t-..,. 4 SALTWVAT&7i.WETLA40S tieiueisand Streams {'t/s�'�.Ru:iN1At NTERMiTTENT E EOT-OTP Roads E.�49!' Ar�GESS Hit".HWAY MUI.7iLANE#4WY,aN0T E*641TED ACCESS 2 Ss'' ' k 4'� ""--•-- kkC'�* i'�T"MNfJtii�8DHVYY i . d r{�+I +e�T 6O -" .t• .� •s.,,a+ MA, RROAD COLLECTOR S H W E EN . e, 6R.9T#ST flfti.C?AD, ac r . .,, 'i �+ - ,� •t .571 ? 1YY.. TRACK ¢TRAIL ransfrtiSaion tines p Nu4ti •k,�". . , .' ,S' ;� { ,,_, `� (y' � f?.`ima r� TR .IN SECTION IV CERTIFIED ABUTTERS LIST Abutter to Abutter( ) Building Dept ( ) Conservation Zoning Town of North Andover Abutters Listing REQUIREMENT: MGL 40A, Section 11 states in part"Parties in Interest as used in this chapter shall mea abutters,owners of land directly oppositeon any public or private way,and abutters to three hundred(300)feet of the property line of the petitioner as they appear on the mos tax list, not withstanding that the land of any such owner is located in another city or tc board of the city or town,and the planning board of every abutting city or town." Subject Property: MAP PARCEL Name Address 41 33 Bank of America 154 Main Street,North Andover,MA 01845 Abutters Properties mail:101 N.TyronStreet,Charlotte,NC 28255 Map Parcel Name Address 41 24 Carol Ryan 21 Parish Lane,Boxford,MA 01921 41 25 Joanne Peters 12 Water Street,North Andover,MA 01845 41 26 Ramon Rodriguez 18 Water Street,North Andover,MA 01845 41 27 Richard Clermont,Sr. 22 Water Street,North Andover,MA 01845 41 28 Alexander Douglas 28 Water Street,North Andover,MA 01845 41 5 St.Gregorys 158 Main Street,North Andover,MA 01845 41 6 Roman Catholic Church 196 Main Street,North Andover,MA 01845 30 7 Cheryl Bartkiewicz 14 Second Street,North Andover,MA 01845 30 8 Cardinal Partners 8411 Preston Road#850,Dallas,TX 75225 30 9 Rose Marie Barnes 159 Main Street,North Andover,MA 01845 30 10 Michael Foster 163 Main Street,North Andover,MA 01845 30 34 David MacGregor 161 Main Street,North Andover,MA 01845 30 2 Olympia Realty Trust P.O.Box 548,North Andover,MA 01845 30 1 Jane Diperri 21 Wellington Road,Winchester,MA 01890-0051 30 3 Anne Marie Papadopulos 11 Second Street,North Andover,MA 01845 30 41 Allen Lappas 105 Leslie Road,Waltham,MA 02451 30 36 June Thornton 22 School Street,North Andover,MA 01845 30 32 James P.Realty Trust 200 Bridle Path,North Andover,MA 01845 29 34&35 Town of North Andover 120 Main Street,North Andover,MA 01845 29 38 Rack Realty LLC 91 Hampstead Street,North Andover,MA 01845 29 36&37 Richard Lentini 56 Neck Road,Ward Hill,MA 01830 30 11.1A Roberta McCollum P.O.Box 2321,Methuen,MA 01844 30 11.1B Ronald Pollone 187 Main Street,North Andover,MA 01845 30 11.12A Carol Seubert 187#2 Main Street,North Andover,MA 01845 30 11.28 Anna Apkarian 154 High Street,North Andover,MA 01845 30 11.3A Barbara Raynes 173#3 Main Street,North Andover,MA 01845 30 11.38 D'alessandro Realty Trust 142 Berkley Road,North Andover,MA 01845 30 11 AA&4B Charles Papalia 61 Coachmans Lane,North Andover,MA 01845 30 11.5A Laura Maclellian 173#5 Main Street,North Andover,MA 01845 30 11.5B Paul Merrigan 175#5 Main Street,North Andover,MA 01845 30 11.6A Megan Nickerson 173#6 Main Street,North Andover,MA 01845 30 11.6B Kristen Sullivan 175#6 Main Street,North Andover,MA 01845 30 11.7A Nelinda Decola 173#7 Main Street,North Andover,MA 01845 30 11.7B Ruth Ann Smith 175#7 Main Street,North Andover,MA 01845 30 11.8A Kathleen Schruender 173#8 Main Street,North Andover,MA 01845 30 11.88 Carolyn Phillips 175#8 Main Street,North Andover,MA 01845 30 11.98 Sandra Goodwin 175#9 Main Street,North Andover,MA 01845 30 11.10B Robert Morin 175#10 Main Street,North Andover,MA 01845 30 11.11B Duy Vo 175#11 Main Street,North Andover,MA 01845 30 11.12B Gail Holleran 175#12 Main Street,North Andover,MA 01845 Pagel of 3 This certifies that the names appe ming on the records of the Assessors ffiCe as of Certified by: Date 08 Sheetl Parcelib Owner Street# Street unit# Owner Town Owner State zip Owner Mail Address 210/040.0-0004.0001.G PENNINGTON.ROGER 148 MAIN STREET IG NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.0-0004-0002.G STERN GEORGE 8 148 MAIN STREET 2G HAVERHILL MA 01835 17 PARKRIDGE ROAD 210/040.0-0004-0101.0 DEVITO,NANCY 148 MAIN STREET 0101 NORTH ANDOVER MA 01845 148 MAIN STREET#0-101 210/040,0.0004-0102.0 BELLOFATTO,NICHOLAS 148 MAIN STREET 0102 NORTH ANDOVER MA 01845 148 MAIN STREET 0102 2101040.0-0004-0103.0 VENTURA ANNA MARIE 148 MAIN STREET 0103 NORTH ANDOVER MA 01845 148 MAIN STREET#0103 2101040.0-0004-0104.0 TOWSE,ROBERT&MARY JANE 148 MAIN STREET 0104 NORTH ANDOVER MA 01845 148 MAIN STREET 00104 2101040.0-0004-0105.A FREDO,ROBERT F 148 MAIN STREET A105 NORTH ANDOVER MA 01845 148 MAIN STREET#A105 2101040.0-0004-0106.A ROSENBERG ZENA 148 MAIN STREET A106 NORTH ANDOVER MA 01845 148 MAIN STREET 2101040.0-0004-0107.A BOWMAN,WILLIAM G. 148 MAIN STREET A107 NORTH ANDOVER MA 01845 148 MAIN STREET#Al 07 210/040.0-0004-0108.A SIDABRAS,CAROL 148 MAIN STREET A108 NORTH ANDOVER MA 01845 148 MAIN STREET#A108 210/04D.0-0004.0121.1< FARIA,LINDA.J 148 MAIN STREET K121 NORTH ANDOVER MA 01845 148 MAIN STREET K121 210/0480.0004-0122.K COTTER,STEPHEN&DELUCA ROSE 148 MAIN STREET K122 NORTH ANDOVER MA 01845 1 148 MAIN STREET#K122 2101040.0-0004-0123.K LIVINGSTON ROBERT E 148 MAIN STREET K123 NORTH ANDOVER MA 01845 1 148 MAIN STREET K123 2101040.0-0004-0124,K DEERING,JOSEPH A 148 MAIN STREET K124 NORTH ANDOVER MA 01845 1 148 MAIN STREET#K124 210/040.0-0004-0125.K MARSHALL,EDWARD S 148 MAIN STREET K125 NORTH ANDOVER MA 01845 1 148 MAIN STREET K125 210!040.0-0004-0126.S DWYER.ISABELLE V 148 MAIN STREET S126 NORTH ANDOVER MA 01845 1 148 MAIN STREET S-126 2101040.0.0004-0127.S HMURCIAK MARY A 148 MAIN STREET 5127 NORTH ANDOVER MA 01845 1 148 MAIN STREET S127 2101040.0-0004-0128.S DONOVAN-KING REALTY TRUST 148 MAIN STREET S128 NORTH ANDOVERI MA 01645 148 MAIN STREET S128 2101040,0,0004.0129.S CLARKE REALTY TRUST 148 MAIN STREET 5129 NORTH ANDOVER MA 01845 6 TIMBER LANE 2101040.0-0004-0130.5 SIMON DEBRA A. 148 MAIN STREET S130 NORTH ANDOVER MA 01845 115CRICKETLANE 2101040.0-0004-0131.B WEINERMAN,BEATRICE 148 MAIN STREET 8131 NORTH ANDOVER MA 01845 148 MAIN STREET#B-131 210/040.0.0004-0132.8 O'BRIEN FAITH B 148 MAIN STREET 8132 NORTH ANDOVER MA 01845 148 MAIN STREET#8132 2101040.0-0004-0133.B VERNILE DOMENIC 148 MAIN STREET 8133 NORTH ANDOVER MA 01845 148 MAIN STREET#8133 2101040.0.0004-0134.8 LYONS III,ARTHUR W 148 MAIN STREET 8134 ANDOVER MA 01810 167 LOWELL STREET 2101040.0.00040135.8 WAY,MARY LIFE TENNANT 148 MAIN STREET 8135 NORTH ANDOVER MA 01845 148 MAIN STREET 2101040.0.0004-0201.0 COOPER REALTY TRUST 148 MAIN STREET 0201 NORTH ANDOVER MA 01845 148 MAIN STREET 0-201 2101040.0-0004-0202.0 BARRY JR JOHN G 148 MAIN STREET 0202 NORTH ANDOVER MA 01845 148 MAIN STREET 00.202 210/040.0-00040203.0 CHABOT DONALD R 148 MAIN STREET 0203 NORTH ANDOVER MA 01845 148 MAIN STREET 0.203 2101040.0-0004-0204.0 FRIEDMAN M GERALD 148 MAIN STREET 0204 NORTH ANDOVER MA 01845 148 MAIN STREET#0.204 2101040.0.0004-0205.0 PORTER M ELEANOR 148 MAIN STREET 0205 NORTH ANDOVER MA 01845 148 MAIN STREET 00205 2101040.0.00040206.0 HAWLEY,ALLAN X 148 MAIN STREET 0206 NORTH ANDOVER MA 01845 148 MAIN STREET#0206 210/040.0-0004-0207.0 KRAMER SUZANNE M 148 MAIN STREET 0207 NORTH ANDOVER MA 01845 148 MAIN STREET 0207 2101040.0-0004-D208.0 GAUDES FLORA - 148 MAIN STREET 0208 NORTH ANDOVER MA 01845 146 MAIN STREET 210/040.0.0004-0209.0 SISKINO MYNDA 148 MAIN STREET 0209 NORTH ANDOVERI MA 04845 148 MAIN STREET#0209 2101040.0.0004-0210.A O'BRIEN FRANCIS J 148 MAIN STREET A210 NORTH ANDOVER MA 01845 148 MAIN STREET#A210 2101040.0-0004-0211.A MC GRAVEY JAMES A 148 MAIN STREET A211 NORTH ANDOVER MA 01845 148 MAIN STREET#A211 210/040.0.0004-0212.A GEORGE F HENDERSON IRREVOCAB 148 MAIN STREET A212 READING MA 01867 75 PEARL STREET,APT 235 210/040.0-0004-0213.A EDITH ROSS REALTY TRUST 148 MAIN STREET A213 NORTH ANDOVER MA 01845 146 MAIN STREET#A213 2101040.0.0004-0214.A NOWLAN,JAMES P 148 MAIN STREET A214 NORTH ANDOVER MA 01845 148 MAIN STREET#A214 210/040.0-0004-0215.A BELIVEAU LESLIE&VARNUM,MAR 148 MAIN STREET A2.15 NORTH ANDOVER MA 01845 . 148 MAIN STREET#A215 210/0480-000402WA BURGIEL BEATRICE 148 MAIN STREET A216 NORTH ANDOVER MA 01845 148 MAIN STREET#A216 210/040.0.0004.0217.A PAPAPETROS THEODORE 148 MAIN STREET A217 NORTH ANDOVER MA 01845 148 MAIN STREET 217A 210/040 0-0004-0218.Al NADELL,THERESA 148 MAIN STREET A218 NORTH ANDOVER MA 01845 148 MAIN STREET 210/040 0-0004-022i.Kl LYLE MARJORIE 1 148 MAIN STREET K221 NORTH ANDOVERI MA 01845 148 MAIN STREET K221 210/040.0-0DD4-0222.K I STRUMPFLER,FRANK R 1 148 MAIN STREET K222 NORTH ANDOVERI MA 01845 1 148 MAIN STREET K222 2101040.0-0004-0223.K I O'SHF-A MICHAEL 1 148 MAIN STREET K223 NORTH ANDOVERI MA 01845 1 148 MAIN STREET#K223 210/040.0-004-0224XI COX NANCY L 1 148 MAIN STREET K224 NORTH ANDOVER MA 01845 1 148 MAIN STREET K224 2101040,G.0004-0225.Ki RICHARDS,CHARLES W 1 148 MAIN STREET K225 NORTHANDOVERI MA 01845 1 148 MAIN STREET#K225 21 O/D40.0-0004-0226,Sl WOODHOUSE RUTH E. 1 148 MAIN STREET $226 NORTH ANDOVER1 MA 01845 1 148 MAIN STREET 2101040.0-0004-0227.Sl BOYLE ULLIAN NOWAK 1 148 MAIN STREET 5227 NORTH ANDOVER MA 01845 1 148 MAIN STREET 227S 2101040.0-004-0228SJ KATTAR JR JOSEPH K 1 148 MAIN STREET S228 NORTH ANDOVER MA 1 01845 1 42 WEST WOODBRIDGE RAOD 2101040.0-0004-0229.Si ROGERS HOMER A 1 148 MAIN STREET I S229 NORTH ANDOVERI MA 01845 148 MAIN STREET S229 210/040.0.0004-0230.5 I O'KEEFE DOROTHY M. 1 148 MAIN STREET 1 $230 NORTHANDOVERI MA 1 01845 1 148 MAIN STREET S-230 210/040.0-00040231.8 DRISCOLLPATRICIA&FINN,JOHN T f 148 MAIN STREET 1 8231 NORTH ANDOVER MA 01845 148 MAW STREET#B-231 2101040.0-0004-0232.81 PARSONS STEVEN H 1 148 MAIN STREET 1 8232 NORTH ANDOVER1 MA 1 011845 1 148 MAIN STREET#8232 210/040.0.0004-0233.B DANNAHY MAUREEN. 1 148 MAIN STREET 8233 NORTH ANDOVER MA Oi645 148 MAIN STREET#8233 2101040 O-OD04-0234.Bl SUTTON POND REALTY TRUST 1 148 1 MAIN STREET 1 11234 NORTH ANDOVER MA 01845 148 MAIN STREET#13234 210!040 0-00040235.8 KINNEAR MADELINE 148 MAIN STREET 8235 NORTH AN MA 01845 148 MAIN STREET#8235 2101040.0-0004-0236.Cl RILEY,NANCY A 148 1 MAIN STREET I C236 I NORTH ANDOVER1 MA 1 01845 1 148 MAIN STREET OC236 210/040.0-OD04-0237.Cl EWING,ELIZABETH E 148 1 MAIN STREET I C237 I NORTH ANDOVER MA 01845 148 MAIN STREET#C237 210/040.0-0004-0238.Cl MARGOLIS,MICHAEL 148 MAIN STREET 1 0238 NORTH ANDOVFRI MA 1 01845 1 148 MAIN STREET OC238 2101040,0-0004-0239.Cj LAFONO WILLIAM F. 148 MAIN STREET I C239 I NORTH ANDOVERI MA 1 01845 1 148 MAIN STREET U-C239 210/040.0-00040240.0 DANAHY CATHERINE E 148 MAIN STREET C240 NORTH ANDOVER MA 01845 148 MAIN STREET#0240 210!040.0.0004-0241.E STAUFFER DALE C, 148 MAIN STREET F241 NORTH.ANDOVER MA 01845 148 MAIN STREET F241 210/040.0-00040242.E MARTINEZ,FRANCISCO J 148 MAIN STREET F242 I NORTH ANDOVERI MA 01845 148 MAIN STREET#F242 2101040.0.0004-0243.E I FOSTER 243,148 MAIN STREET REAL 148 MAIN STREET F243 NORTH ANDOVER MA 01845. 148 MAIN STREET#F243 21oiO,10.0-0004-0244.Fj FRITZLER,FREDERIC J 148 MAIN STREET F244 NORTH ANDOVERI MA 01845146 MAIN STREET#F244 2101040.0.0004-0245.E SWEENEY,PATRICIA A 148 MAIN STREET F245 NORTH ANDOVER MA 01845 148 MAIN STREET#F245 2101040.0-OD04-0301.01 KIRMES,LINDA 148 MAIN STREET 0301 NORTH ANDOVER1 MA 01845 148 MAIN STREET 2101040.0-0004-0302.01 BOEGLION,PAULINE 148 MAIN STREET 0302 NORTH ANDOVERI MA 01845 148 MAIN STREET#0302 210/040.0-CIO04-0303.01 MARY RUTH PELLE71ER 148 MAIN STREET 0303 NORTH ANDOVERI MA 01845 148 MAIN STREET#0303 2101040.0-0004-0304 OL MC MANUS E JULIE 148 MAIN STREET 0304 NORTH ANDOVER1 MA 01845 148 MAIN STREET#0.304 2101040.0-0004-0305.01 MC GUIRE,CAROL A 148 MAIN STREET 0305 NORTH ANDOVERI MA 01845 148 MAIN STREET#0.305 2101040.0-0004-0306,01 C MANUS E JULIE 148 MAIN STREET 0306 NORTH ANDOVERI MA 01845 148 MAIN STREET#0306 21 D/040.0-001)4-0307AI THE MANN FAMILY REALTY TRUST 148 MAIN STREET A307 NORTH ANDOVERI MA 01845 148 MAIN STREET#A307 2101040.0.0004-0308AJ FARNHAM 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210!040.0-00040332.8 PANGS,MARIE 148 MAIN STREET 8332 NORTH ANDOVER MA 01845 148 MAIN STREET#8332 2101040.0-0004-0333.13 MILLER MELANIE R 148 MAIN STREET 8333 NORTH ANDOVER MA 01845 148 MAIN STREET#8-333 2101040.0-0004-0335.8 HUGHES,LYNN 148 MAIN STREET 8335 NORTH ANDOVER MA 01845 148 MAIN STREET 2101040.0-0004-0336 C FOUNTAIN TR RONALD A 148 MAIN STREET C336 NORTH ANDOVER MA 01845 148 MAIN STREET#C336 2101040,0-0004-0337.0 GONCALVES,TERESA 148 MAIN STREET I 0337 NORTH ANDOVER MA 01845 148 MAIN STREE #0337 2101040.0-0004-0338.0 DONAHUE MARYANN 148 MAIN STREET 0338 NORTH ANDOVER MA 01645 148 MAIN EET flow Page 1 vo I Sheen 210/040.0-0004-0339.0 COREY KAREN L 148 MAIN STREET C339 NORTH ANDOVERMMAO5 148 MAIN STREET C339 210/040.0-0004-0340.0 ANNINO,BRIAN 148 MAIN STREET C340 ANDOVER10 14 BELKNAP DRIVE 2101040.0-0004-0341,E MCGETTRICK,BRIAN M. 148 MAIN STREET F341 NORTH ANDOVER45 148 MAIN STREET F341 210/040.0.0004-0342.F PALUMBO,LORRAINE P 148 MAIN STREET F342 NORTH ANDOVER45 148 MAIN STREET#F342 2101040.0-0004-0343.F SPERANDIO,JANET E 148 MAIN STREET F343 NORTH ANDOVER45 148 MAIN STREET 343F 210/040.0-0004-0344.E GOEBEL,ALBERT A 148 MAIN STREET F344 NORTH ANDOVER45 148 MAIN STREET#F344 210/040.0-0004-0345.E TOWSE,MARY L 148 MAIN STREET F345 NORTH ANDOVER45 148 MAIN STREET 345F 210/040.0-0004-0401.0 ROUHANI,SHIVA&BEHDAD,SIAMA 148 MAIN STREET 0401 NORTH ANDOVER45 148 MAIN STREET#0-401 2101040.00004-0402.0 RYAN JOHN 148 MAIN STREET 0402 NORTH ANDOVER45 148 MAIN STREET 00402 2101040.0.0004-0403.0 LEVIS JOSEPH G 148 MAIN STREET 0403 NORTH ANDOVER MA 01845 160 PLEASANT STREET 210/040.0-0004-0404.0 NEUBERT,ELAINE C 148 MAIN STREET 0404 NORTH ANDOVER MA 01845 148 MAIN STREET#0404 210/040.00004-0405.0 NELSON,ERICA C&BOFFETTI A 148 MAIN STREET 0405 NORTH ANDOVER MA 01845 148 MAIN STREET#0405 210/040.00004-0406.0 HOLT,KAREN P. 148 MAIN STREET 0406 NORTH ANDOVER MA 01845 148 MAIN STREET#406 21010400-0004-0407.A._., SILBEY ALFRED T 148 MAIN STREET A407 NORTHANDOVER MA 01845 148 MAIN STREET#A407 210/040.0-0004-0408.A A-408 REALTY TRUST 148 MAIN STREET A408 NORTHANDOVER MA 01845 148 MAIN STREET#508A 210/040.00004-0409.A BLUMENREICH FAMILY TRUST 148 MAIN STREET A409 NORTH ANDOVER MA 01845 148 MAIN STREET#A409 2101040.0-0004-0410.A THE MARKEE FAMILY TRUST 148 MAIN STREET A410 NORTH ANDOVER MA 01845 148 MAIN STREET#A410 21 D/D40.0-0004-0411 A BRUCE,LLOYD&BARBARA TRUSTE 148 MAIN STREET I A411 TUCSON AZ 85115 7556 E PLACITA VISTA DEL BOSQUE 210/040.00004-0412.A THOMAS&JOSEPHINE COMPARATO 148 MAIN STREET. A412 NORTHANDOVERI MA 01845 148 MAIN STREET#A412 210/040.0-0004-0413.A CARUSO,HAROLD A&PAULINE M L 148. MAIN STREET A413 NORTH ANDOVER MA 01845 148 MAIN STREET A413 2101040.00004-0414.A RULLO FRANK J. 148 MAIN STREET A414 NORTHANDOVER MA 01845 148 MAIN STREET#Al 41 2101040.00004-0415.A CURRERI,PHYLLIS P 14B MAIN STREET A415 NORTH ANDOVER MA 01845 148 MAIN STREET#A415 2101040.00004-0421.K JOHNSON JOYCE 148 -MAIN STREET K421 NORTHANDOVER MA 01845 148 MAIN STREET K421 2101040.0-0004-0422.K SAMIA,FRIEDA E LT 148 MAIN STREET X422 NORTHANDOVER MA 01845 301 RALEIGH TAVERN LANE 2101040.0-6004.0-423 K MARSHALL,LYNDA A 148 MAIN STREET K423 NORTH ANDOVER MA 01845 148 MAIN STREET K423 210/040.0-0004-0424.1k HATCH,EUGENIA 148 MAIN STREET K424 NORTH ANDOVER MA 01845 148 MAIN STREET K424 2101040.0-0004.0425.K KLAPES,LINDA L 148 MAIN STREET K425 NORTH ANDOVER MA 01845 148 MAIN STREET K425 2101040,0-0004-0426.5 HARRINGTON,BROOKE 148 MAIN STREET S426 NORTHANDOVER MA 01845 148 MAIN STREET 210/040.00004-0427.5 PALLADINO,ROSE M 148 MAIN STREET S427 ANDOVER MA 01810 77 SPRING GROVE ROAD 210/040,00004-0428.5 C/O BARBARA&DENNIS ROYAL 148 MAIN STREET S428 LONDONDERRY NH 03053 24 HOLSTEIN AVENUE 210/040.0.0004-0429.S GRIMLEY PATRICIA B 148 MAIN STREET S429 NORTH ANDOVER MA 01845. 148 MAIN STREET S429 210/040.00004-0430.5 NERISSA PARISI 148 MAIN STREET 5430 NORTHANDOVER MA 01845 148 MAIN STREET S430 2101040.0-0004-D431.8 BURKE,SHAWN P 148 MAIN STREET 8431 NORTH ANDOVER MA 01845 148 MAIN STREET 8431 2101040.00004-0432.8 BOYD,GERALD F 148 MAIN STREET 8432 NORTH ANDOVER MA 01845 148 MAIN STREET#8432 210/040.00004-0433.B HORTON NANCY P 148 MAIN STREET 8433 . NORTHANDOVER MA 01845 148 MAIN STREET#8.433 210/040.0D004-0434.B CARD,JEAN G F 148 MAIN STREET 8434 NORTHANDOVER MA 01845 148 MAIN STREET#8434 2101040.0-0004-0435.8 I CARROLL ROBERT 148 MAIN STREET 8435 NORTHANDOVER MA 01845 148 MAIN STREET 210/040.0-0004-0436.0 MONAGHAN,TIMOTHY 1 148 MAIN STREET C436 NORTH ANDOVERI MA 01845 148 MAIN STREET C436 210/040,00D04.0437.0 WALSH JOHN J 148 MAIN STREET C437 NORTHANDOVER MA 01845 58 PADDOCK LANE 210/040.0-0004-0438.0 C438 REALTY TRUST 148 MAIN STREET C438 NORTHANDOVER - MA 01845 148 MAIN STREET 210/040.00004-0439.0 DUNN JAMES G 148 MAIN STREET 0439 NORTHANDOVER MA 01845 148 MAIN STREET 4X:439 210/040.0.0004-0440.0 DOYLE DONNA J 148 MAIN STREET C440 NORTH ANDOVER MA 01945 148 MAIN STREET C440 2101040.00004.044LF JEZIERSKI ADELE P-LT 148 MAIN STREET F441 NORTH ANDOVER MA 01845 148 MAIN STREET#F441 2101040.0-0004-0442.F A.M.GUERRERA REALTY TRUST 148 MAIN STREET F442 ANDOVER MA 01810 6 BLUEBERRY HILL ROAD 2101040.0-0004-0443.E ROUTHIER,ANNELLE E 148 MAIN STREET F443 NORTHANDOVER MA 01845 148 MAIN STREET F443 210/040.0-0004-0444,F MCGUIRE,JAMES A&SHIRLEY C 148 MAIN STREET F444 NORTH ANDOVER MA 01845 148 MAIN STREET F444 21 O/040.0-0004.0445.E BERNARD,BRENDA E 148 MAIN STREET F445 NORTHANDOVER MA 01845 146 MAIN STREET F445 210/040.00004-0501.0 FARAHMAND,ARYA 148 MAIN STREET 0501 NORTHANDOVER MA 01845 146 MAIN STREET 00501 210/040.0-DDD4-0502,01 PACHOLSKI,KIMBERLY 148 MAIN STREET 0502 NORTHANDOVER MA 01845 148 MAIN STREET#0502 2101040.0-0004-0503.01 FEH NOMINEE TRUST 148 MAIN STREET 0503 WESTFORD MA 01886 24 STONE RIDGE ROAD 2101040.0-0004-0504.01 ARVIDSON KRISTEN 148 MAIN STREET 0504 NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.0-0004-0505.01 HILSE.WILLIAM G 148 MAIN STREET 0505 NORTHANDOVER MA 01645 148 MAIN STREET 00505 2101040,0-0004-0506.01 ROGERSJR,RICHARD C 148 MAIN STREET 0506 NORTHANDOVER MA 01845 148 MAIN STREET#0506 210/040.00004-0507.A YORK SHERYL MIt 148 MAIN STREET I A507 NORTH ANDOVER MA 01845 148 MAIN STREET#A50T 210/040.0.0004-0508.A A-508 REALTY TRUST 148 MAIN STREET I A508 NORTHANDOVERI MA 1 01845 1 148 MAIN STREET A508 2101040.0.0004-0509.A I HILSE JEAN M LT 148 MAIN STREET I A509 NORTHANDOVERI MA 01845 148 MAIN STREET#A509 210/040.00004-0510.A BEHRAVESH MAJID 148 MAIN STREET I A510 I ANDOVER I MA 1 01810 1 108 WASHINGTON PARK U-8 2101040.00004-0511.A MORIARTY DONALD W 148 MAIN STREET I A511 NORTHANDOVERI MA 01845 148 MAIN STREET#A511 2101040.00004-0512.A CHRISTINE V SHEEHY TRUST 1 148 MAIN STREET I A512 INORTHANDOVERI MA 1 01845 1 148 MAIN STREET#A512 210/040.0-0004.0513.A SCOTT,DONALD&SCOTT,HELENE 1 148 MAIN STREET I A513 I NORTH ANDOVERI MA 01845 148 MAIN STREET#A513 210/040.00004-0514,A WOODWORTH.BARBARA W LT 1 148 1 MAIN STREET I A514 INORTHANDOVERI MA 1 01845 1 118 MAIN STREET#A514 2101040.0-D004.051 SA I DOHERTY FRANCES M 1 148 1 MAIN STREET I A515 INORTHANDOVERI MA 1 01845 1 148 MAIN STREET SA515 210/040.00004-0521 X I BUCK REALTY TRUST 148 1 MAIN STREET I K521 I NORTH ANDOVERI MA 1 01845 1 148 MAIN STREET 210/040.00004-0522.1<I CHADHA,SONIA 148 MAIN STREET K622 I MORRIS PLAINS NJ 07950 1625 STATE ROUTE 10 210/040.00004-0523.K J CHARLES&KAREN GUZELIAN 148 MAIN STREET K523 WEST NEWBURY I MA 01985 6 RIVERCREST DRIVE 2101040.00004-0524.K I THE BUJAN FAMILY REALTY TRUST .148 MAIN STREET K524 NORTHANDOVERI MA I 01845 1 148 MAIN STREET#K524 2101040.00004-0525.K I LEVIS,JOSEPH 148 MAIN STREET K526 ANDOVER I MA 1 01810 167 LOWELL STREET 210/040.00004-0526.S CARDILLO LEANNE J 148 MAIN STREET S526 NORTH ANDOVERI MA 1 01845 148 MAIN STREET S526 2101040,00004-0527.5 LAPORTE CAROL 148 MAIN STREET $527 NORTH ANDOVER MA 01845 148 MAIN STREET 5527 2101040-0-0004-052&SI SHAMUS,SANDRA J 148 MAIN STREET S528 NORTH ANDOVER MA 01845 148 MAIN STREET#8528 210/04D.0-0004.0529.5 EMILY GRASSO TRUSTEE 148 MAIN STREET $529 NORTH ANDOVER MA. 01845 148 MAIN STREET S529 210/040.00004-0530.S KELLY JEAN E 148 MAIN STREET S530 NORTH ANDOVER MA 01845 1 148 MAIN STREET S530 210/040.0-0004-0531.8 VINCENT MARK 148 MAIN STREET 8531 NORTH ANDOVER MA 01845 4 LACY STREET 210/040.00004-1)532.B BERGAN TERESA A 148 MAIN STREET 8532 NORTHANDOVER MA 01845 148 MAIN STREET 8-532 210/040,00004.0533.8 ARSENAULT IRREV TRUST ALFRED 148 MAIN STREET 8533 NORTH ANDOVER MA 01845 148 MAIN STREET#8533 210/040,00004-0534.8 PAROW HELENE LT 148 MAIN STREET 8534 NORTHANDOVER MA 01845 148 MAIN STREET 08534 210/040.0D004-0535.8 PECCI STEVEN P 148 MAIN STREET 8535 NORTH ANDOVER MA 01845 148 MAIN STREET 8535 210/040.0.0004-0536,C SLATTERY,WAYNE&PAULA 148 MAIN STREET C536 HAMPTON NH 03842 1024 OCEAN BLVD 2101040.00004-OS37.0 FARIA,COLMAN C 148 MAIN STREET C537 NORTH ANDOVER MA 1 01845 148 MAIN STREET C537 210/040.D-DO04-0538.0 YALOFF FAYE P 148 MAIN STREET 0538 NORTHANDOVER MA 1 01845 148 MAIN STREET#C538 2101040.0-0004-0539-C WILLIS JOAN 148 MAIN STREET C539 NORTHANDOVER MA 01845 148 MAIN STREET#C539 2101040.0-0004-0540.0 I SUHR,BARBARA K 148 MAIN STREET C540 NORTHANDOVER MA 01845 148 MAIN STREET C640 2101040.00004-0541.E FENTON,FREDERICK,&MARGARET 148 MAIN STREET F541 ANDOVER MA 01810 69 CROSS STREET 210/040.0-0004-0542.F I KWONG,BRAND/ 148 MAIN STREET F642 NORTH ANDOVER MA 01845 148 MAIN STREET F542 2101040.0-0004-0543,E I DWYER,GERALDINE M,MAUREEN N 148 MAIN STREET F143 NORTH ANDOVER MA 01845 148 MAIN STREET APT F543 2101040.0-0004-0544.E I WESTON,CANDICE A 148 .MAIN STREET F544 NORTH ANDOVER MA 01845 148 MAIN STREET F544 210/040.0-0004-0545.F I DEVINE.LISA 148 MAIN STREET F545 NORTH ANDOVER MA 01845 148 MAIN STREET 545F 210/040 0-0004-0334.Bl KEEGAN SHIRLEY TR 148 MAIN STREET I B334 NORTHANDOVERI MA 01845 148 MAIN STREET#B334 This to"llies that the names a ming on the records of the Ass ssor ffice as of Certified by: Page 2 SECTION V Additional Information Sail Map—Essex County, Massachusetts, Northern Part s'_";540 560 35 70 325580 325590 325600 325610 325620 325630 325640 5 Asa VI Os � o z m fd2k4 N k N O m � V � < n m t w' 5 P' "3 Y( ^t �Y h "k N , r .. e 325540 325550 325560 325570 325580 325590 325600 325610 325620 325630 325640 N Meters A 0 5 10 20 30 Feet 0 35 70 140 210 USDA Natural Resources Web Soil Survey 2.0 9/11/2008 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Essex County,Massachusetts, Northern Part MAP LEGEND MAP INFORMATION Area of Interest(AOI) Very Stony Spot Original soil survey map sheets were prepared at publication scale. Viewing scale and printing scale,however,may vary from the Area of Interest(AOI) [� Wet Spot original.Please rely on the bar scale on each map sheet for proper Soils i Other map measurements. Soil Map Units Special Line Features Source of Map: Natural Resources Conservation Service Special Point Features Gully Web Soil Survey URL: http://websoilsurvey.nres.usda.gov Blowout Coordinate System: UTM Zone 19N Short Steep Slope ® Borrow Pit This product is generated from the USDA-NRCS certified data as of .. X Clay Spot Other the version date(s)listed below. Political Features Soil Survey Area: Essex County,Massachusetts,Northern Part # Closed Depression Municipalities Survey Area Data: Version 8,Aug 11,2008 Graver Pit Cities Date(s)aerial images were photographed: 4/11/1998 ., Gravelly Spot 0 Urban Areas The orthophoto or other base map on which the soil lines were 9 Landfill water Features compiled and digitized probably differs from the background Lava Flow Oceans imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. Marsh Streams and Canals 5t Mine or Quarry Transportation i+-i Rails Qo Miscellaneous Water Roads p. Perennial Water ~ Interstate Highways I/ Rock Outcrop US Routes + Saline Spot State Highways Sandy Spot ; Local Roads _ Severely Eroded Spot Other Roads { Sinkhole Slide or Slip .e' Sodic Spot S Spoil Area ''j Stony Spot USDA Natural Resources Web Soil Survey 2.0 9/11/2008 :.._ Page 2 of 3 Soil Map—Essex County,Massachusetts,Northern Part Map Unit Legend Essex County,Massachusetts,Northern Part(MA605) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 1 Water 0.1 5.2% 4206 Canton fine sandy loam,3 to 8 0.9 63.1 percent slopes 420C Canton fine sandy�Ioam, to 15 0.5 31.7% percent slopes Totals for Area of Interest(AOI) I 1.5 I 100.0% USDA Natural Resources Web Soil Survey 2.0 9/11/2008 Conservation Service National Cooperative Soil Survey Page 3 of 3 SECTION Vl DRAINAGE CALCULATIONS & SUPPLEMENTAL DRAINAGE INFORMATION � T 1.0 METHODOLOGY The adequacy of the proposed drainage structures and their ability to function properly were analyzed to minimize detrimental effects due to storm water conditions.The impacts of storm water are mitigated through several mechanisms such as infiltration,transportation and evaporation.The remaining runoff,was quantified through developed and accepted methods.By determining the characteristics of site specific storm water conditions, mitigating efforts have be taken to avoid floodwater damage by constructing control devices.Design and analysis of these facilities included the evaluation of site data through observations,computer modeling the watershed,and the interpretation and application of the calculated values. 2.0 OVERVIEW Cavanaro Consulting,Inc.(CC)has analyzed the existing conditions at the site utilizing the HydroCad Storm water modeling program. Storm rainfall,run-off curve numbers,and other site characteristics are input into the program. The results of calculations are output into tables and graphs for each area and control structure.The complete calculations are presented in Attachment A of this Report. 3.0 DESIGN STORMS CC has computed storm water run-off calculations for the proposed site,for a 2, 10 and 100 year,24-hour storm events.This results in a 3.1',4.5"and a 6.4"rain for each storm event. 4.0 DRAINAGE AREAS The existing site consists of two drainage areas,one area that flows to the rear of the property and a smaller drainage area that flows to Main Street. The proposed site will have two subcatchment areas;the majority of the existing lot will be routed through the proposed Deep Sump Catch Basin,Cultec Stormfilter and Recharge chambers with an overflow at the rear of the property to a swale. The remainder of the lot will discharge towards the street as it does today. 5.0 DRAINAGE ANALYSIS Design Control Point(Intersection of Russell Avenue and Luther Avenue) Storm Existing Conditions(ECP) Post-development(PCP) 2—Year-24Hour(3.10") 0.49 cfs 0.45 cfs 10—Year-24Hour(4.50") 1.00 cfs 0.96 cfs 100—Year-24Hour(6.40") 1.76 cfs 1.52 cfs As seen on the above calculations the proposed drainage improvements will result in a decrease in runoff in all of the storms modeled. The calculations represent a decrease in runoff in the two through one hundred year storms. The proposed work results in a significant storage,structural and treatment improvements to the existing drainage conditions. EXISTING t � 3S SUBCAT HMENT 2 SUBCAT HMENT 1 4R 2R TO MAIN STREET CONTROL POINT Subaaf Reach Pon �jClk Drainage Diagram for EXISTING CONDITIONS Prepared by Cavanaro Consulting,Inc. 9/12/2008 HydroCAD®7.00 sin 002472 ©1986-2003 Applied Microcomputer Systems t EXISTING CONDITIONS Type 1//24-hr 2-year Rainfall=3.10" Prepared by Cavanaro Consulting, Inc. Page 2 HydroCADO 7.00 s/n 002472 C 1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=2.31" Tc=5A min CN=94 Runoff=0.12 cfs 0.008 of Subcatchment 3S: SUBCATCHMENT 2 Runoff Area=17,545 sf Runoff Depth=0.99" Tc=5.0 min CN=76 Runoff=0.49 cfs 0.033 of Reach 2R: CONTROL POINT Inflow=0.49 cfs 0.033 of Outflow=0.49 cfs 0.033 of Reach 4R: TO MAIN STREET Inflow=0.12 cfs 0.008 of Outflow=0.12 cfs 0.008 of Total Runoff Area=0.445 ac Runoff Volume=0.041 of Average Runoff Depth= 1.1Z' EXISTING CONDITIONS Type NI 24-hr 2=year Rainfall=3.10" Prepared by Cavanaro Consulting, Inc. Page 3 H rydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment 1S: SUBCATCHMENT 1 Runoff = 0.12 cfs @ 12.07 hrs, Volume 0.008 af, Depth 2.31" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-year Rainfall=3.10" Area (sf) CN Description - 1,483 98 Paved parking & roofs 357 79 <50% Grass cover, Poor, HSG B 1,840 94 Weighted Average Tc Length Slope Velocity Capacity Description _ (min) (feet) (ft/ft) (ft/sec) (cfs) — 5.0 Direct Entry, 5 Subcatchment 3S: SUBCATCHMENT 2 Runoff = 0.49 cfs @ 12.09 hrs, Volume= 0.033 af, Depth= 0.99" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt=0.05 hrs Type III 24-hr 2-year Rainfall=3.10" _ Area (so CN Description — 7,364 98 Paved parking & roofs 311 79 <50% Grass cover,Poor, HSG B 9,870 60 Woods Fair, HSG B 17,545 76 Weighted Average Tc Length Slope Velocity Capacity Description _ (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Reach 2R: CONTROL POINT Inflow Area = 0.403 ac, Inflow Depth = 0.99" for 2-year event Inflow = 0.49 cfs @ 12.09 hrs, Volume= 0.033 of Outflow = 0.49 cfs @ 12.09 hrs, Volume= 0.033 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt=0.05 hrs Reach 4R: TO MAIN STREET Inflow Area = 0.042 ac, Inflow Depth = 2.31" for 2-year event Inflow = 0.12 cfs @ 12.07 hrs, Volume= 0.008 of III Outflow 0.12 cfs @ 12.07 hrs, Volume= 0.008 af, Atten= 0/ , Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs EXISTING CONDITIONS Type ///24-hr 10-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inc. Page 4 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=3.60" Tc=5.0 min CN=94 Runoff=0.18 cfs 0.013 of Subcatchment 3S: SUBCATCHMENT 2 Runoff Area=17,545 sf Runoff Depth=1.97' Tc=5.0 min CN=76 Runoff=1.00 cfs 0.066 of Reach 2R: CONTROL POINT Inflow=1.00 cfs 0.066 of Outflow=1.00 cfs 0.066 of Reach 4R: TO MAIN STREET inflow=0.18 cfs 0.013 of Outflow=0.18 cfs 0.013 of Total Runoff Area=0.445 ac Runoff Volume=0.079 of Average Runoff Depth=2.13" EXISTING CONDITIONS Type 111 24-hr 90-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inc. Page 5 HydroCADO 7.00 s/n 002472 ©1986-2003 Applied Microcomputer Systems _ 9/12/2008 Subcatchment IS: SUBCATCHMENT 1 Runoff = 0.18 cfs @ 12.07 hrs, Volume= 0.013 af, Depth 3.60" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-year Rainfall=4.50" Area (sfl CN Description - - 1,483 98 Paved parking & roofs 357 79 <50% Grass cover, Poor, HSG B 1,840 94 Weighted Average Tc Length Slope Velocity Capacity Description _(min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, 5 Subcatchment 3S: SUBCATCHMENT 2 Runoff = 1.00 cfs @ 12.08 hrs, Volume= 0.066 af, Depth= 1.97" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt=0.05 hrs Type III 24-hr 10-year Rainfall=4.50" _ Area (sfl CN Description — 7,364 98 Paved parking & roofs 311 79 <50% Grass cover, Poor, HSG B 9,870 60 Woods, Fair, HSG B 17,545 76 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) - 5.0 Direct Entry, Reach 2R: CONTROL POINT Inflow Area = 0.403 ac, Inflow Depth = 1.97" for 10-year event Inflow = 1.00 cfs @ 12.08 hrs, Volume= 0.066 of Outflow = 1.00 cfs @ 12.08 hrs, Volume= 0.066 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAIN STREET Inflow Area = 0.042 ac, Inflow Depth = 3.60" for 10-year event Inflow = 0.18 cfs @ 12.07 hrs, Volume= 0.013 of Outflow = 0.18 cfs @ 12.07 hrs, Volume= 0.013 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20'.00 hrs, dt= 0.05 hrs EXISTING CONDITIONS Type ///24-hr 100-year Rainfall=6.40" Prepared by Cavanaro Consulting, Inc. Page 6 HydroCAD®7.00 s/n 002472 ©1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=5.36" Tc=5.0 min CN=94 Runoff=0.26 cfs 0.019 of Subcatchment 3S: SUBCATCHMENT 2 Runoff Area=17,545 sf Runoff Depth=3.48" Tc=5.0 min CN=76 Runoff=1.76 cfs 0.117 of Reach 2R: CONTROL POINT Inflow=1.76 cfs 0.117 of Outflow=1.76 cfs 0.117 of Reach 4R: TO MAIN STREET Inflow=0.26 cfs 0.019 of Outflow=0.26 cfs 0.019 of Total Runoff Area=0.445 ac Runoff Volume=0.136 of Average Runoff Depth = 3.66" EXISTING CONDITIONS Type 11124-hr 100-year Rainfall=6.40" Prepared by Cavanaro Consulting, Inc. Page 7 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment 1S: SUBCATCHMENT 1 Runoff = 0.26 cfs @ 12.07 hrs, Volume= 0.019 af, Depth= 5.36" Runoff by SCS TR-20 method, UH=SCS,Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-year Rainfall=6.40" Area (so CN Description 1,483 98 Paved parking& roofs 357 79 <50% Grass cover, Poor, HSG B 1,840 94 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry,5 Subcatchment 3S: SUBCATCHMENT 2 Runoff = 1.76 cfs @ 12.08 hrs, Volume= 0.117 af, Depth= 3.48" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-year Rainfall=6.40" _ Area (so CN Description 7,364 98 Paved parking & roofs 311 79 <50% Grass cover, Poor, HSG B 9,870 60 Woods, Fair HSG B 17,545 76 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ftlft) (ft/sec) (cfs) 5.0 Direct Entry, Reach 2R: CONTROL POINT Inflow Area = 0.403 ac, Inflow Depth = 3.48" for 100-year event Inflow = 1.76 cfs @ 12.08 hrs, Volume= 0.117 of Outflow = 1.76 cfs @ 12.08 hrs, Volume 0.117 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAIN STREET Inflow Area = 0.042 ac, Inflow Depth= 5.36 for 100-year event Inflow = 0.26 cfs @ 12.07 hrs, Volume= 0.019 of Outflow = 0.26 cfs @ 12.07 hrs, Volume= 0.019 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt=0.05 hrs WFyS OSGOOD POND ' ` .,,` • Hq \ EDGE OF POND _ MAR, 41. LOT S3---,-, AREA-T9 $42f S F. Q' LEGEND:- ..... _, 2 SUBCATCHMENT AREA • - c P� --- DRAINAGE CONTROL POINT j __ GUFD RAIL --n / O EDGE OF PAV ENT AC l w r BIT. CONC.J V f kl -ti E l ih=i PARKING BOA \ SIGN r � I � AC ❑ os N HC RAMP H CON C.- BRICK WALK / BRICK WALK, -,:, •.....�CONC. UP VGG <1(T A ll UP -BCH CB sGN rfipF.l EXISTING SUBCATCHMENT o -5GNv vcc \J GG BLIC, 50 SKETCH � ``, m CB Y N CB RICHARD ELLIS MAIN ( PUBLIC - 60'WIDE ) BEET GLOBAL CORPORATE SERVICES SIS 1075 MAIN STREET WALTHAM,MA02451 SCALE: 1 " = 30' CAYANARO CONSULTING ESS BOX B,5 Naxw[u,Mwsswcx�serts 02081 w.. B,.BBB.6,BB DRAWING N0, O' 15' 3O' 6O' SCALE: AS SHOYM DESIGNED BY: _ PROJECT NO.: 8082 DATE: OG/ii/08 DRAVIN By. MOJ FILENAME: SURVEY: OC/AS CHECKED BY BPS SHEET NO. 7 OF t PROPOSED z t �S BUILDING& PARNG AREA SUBCATC HMENT 1 ,L �S WO DLAND CB 7R ' 4R ` 12" HDPE PIPE TO MAIN STREET 8P INFILTRATION BE 2R CP SubCat' ReaCkt Pon LFf l.k. Drainage Diagram for PROPOSED CONDITIONS Prepared by Cavanaro Consulting, Inc. 9/12/2008 HydroCADO 7.00 sin 002472 ®1986-2003 Applied Microcomputer Systems PROPOSED CONDITIONS Type 11124-hr 2-year Rainfall=3.10" Prepared by Cavanaro Consulting, Inc. Page 2 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=2.22" Tc=5.0 min CN=93 Runoff=0.11 cfs 0.008 of Subcatchment 3S: BUILDING & PARKING AREA Runoff Area=9,755 sf Runoff Depth=2.50" Tc=5.0 min CN=96 Runoff=0.65 cfs 0.047 of Subcatchment 10S: WOODLAND Runoff Area=7,790 sf Runoff Depth=0.32" Tc=5.0 min CN=60 Runoff=0.04 cfs 0.005 of Reach 2R: CP Inflow=0.45 cfs 0.037 of Outflow=0.45 cfs 0.037 of Reach 4R: TO MAIN STREET Inflow=O.11 cfs 0.008 of Outflow=0.11 cfs 0.008 of Reach 7R: 12" HDPE PIPE Peak Depth=0.28' Max Vel=3.6 fps Inflow=0.65 cfs 0.047 of D=12.0" n=0.010 L=15.0' S=0.0067'/' Capacity=3.78 cfs Outflow=0.65 cfs 0.047 of Pond 5P: CB Peak Elev=94.31' Inflow=0.65 cfs 0.047 of Outflow=0.65 cfs 0.047 of Pond 8P: INFILTRATION BED Peak Elev=92.61' Storage=394 cf Inflow=0.65 cfs 0.047 of Discarded=0.01 cfs 0.011 of Primary=0.41 cfs 0.032 of Outflow=0.42 cfs 0.044 of Total Runoff Area=0.445 ac Runoff Volume=0.059 of Average Runoff Depth= 1.60 I PROPOSED CONDITIONS Type 11124-hr 2-year Rainfall=3.10" Prepared by Cavanaro Consulting, Inc. Page 3 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment IS: SUBCATCHMENT 1 Runoff = 0.11 cfs @ 12.07 hrs, Volume= 0.008 af, Depth 2.22" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-year Rainfall=3.10" Area (sf) CN Description - 1,382 98 Paved parking & roofs 458 79 <50% Grass cover, Poor, HSG B 1,840 93 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: BUILDING & PARKING AREA Runoff - 0.65 cfs @ 12.07 hrs, Volume= 0.047 af, Depth= 2.50" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type Ili 24-hr 2-year Rainfall=3.10" Area (sfl CN Description 8,819 98 Paved parking & roofs 936 79 <50% Grass cover, Poor, HSG B 9,755 96 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 1OS: WOODLAND Runoff = 0.04 cfs @ 12.12 hrs, Volume= 0.005 af, Depth= 0.32 Runoff by SCS TR-20 method, UH=SCS, Time Span=5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-year Rainfall=3.10" _ Area (sfl CN Description 7,790 60 Woods, Fair, HSG B Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, PROPOSED CONDITIONS Type /// 24-hr 2-year Rainfall=3.10" Prepared by Cavanaro Consulting, Inc. Page 4 HydroCADO 7.00 s/n 002472 C 1986-2003 Applied Microcomputer Systems 9/12/2008 Reach 2R: CP Inflow Area = 0.403 ac, Inflow Depth = 1.10" for 2-year event Inflow = 0.45 cfs @ 12.16 hrs, Volume= 0.037 of Outflow = 0.45 cfs @ 12.16 hrs, Volume 0.037 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAIN STREET Inflow Area = 0.042 ac, Inflow Depth = 2.22" for 2-year event Inflow = 0.11 cfs,@ 12.07 hrs, Volume= 0.008 of Outflow = 0.11 cfs @ 12.07 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 7R: 12" HDPE PIPE Inflow Area = 0.224 ac, Inflow Depth = 2.50" for 2-year event Inflow = 0.65 cfs @ 12.07 hrs, Volume= 0.047 of Outflow = 0;65 cfs @ 12.07 hrs, Volume= 0.047 af, Atten= 1%, Lag= 0.1 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Max. Velocity= 3.6 fps, Min. Travel Time= 0.1 min Avg. Velocity = 1.3 fps, Avg. Travel Time=0.2 min Peak Depth= 0.28' @ 12.07 hrs Capacity at bank full= 3.78 cfs Inlet Invert= 93.90', Outlet Invert= 93.80' 12.0" Diameter Pipe n= 0.010 Length= 15.0' Slope= 0.00677' Pond 5P: CB Inflow Area = 0.224 ac, Inflow Depth = 2.50" for 2-year event Inflow = 0.65 cfs @ 12.07 hrs, Volume= 0.047 of Outflow = 0.65 cfs @ 12.07 hrs, Volume= 0.047 af, Atten= 0%, Lag= 0.0 min Primary = 0.65 cfs @ 12.07 hrs, Volume= 0.047 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 94.31' @ 12.07 firs Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= (not calculated) # Routing Invert Outlet Devices 1 Primary 93.90' 12.0"Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=0.63 cfs @ 12.07 hrs HW=94.30' (Free Discharge) t-1=Orifice/Grate (Orifice Controls 0.63 cfs @ 2.2 fps) PROPOSED CONDITIONS Type ///24-hr 2-year Rainfall=3.1Olt Prepared by Cavanaro Consulting, Inc. Page 5 HydroCADO 7.00 s/n 002472 C 1986-2003 Applied Microcomputer Systems 9/12/2008 Pond 8P INFILTRATION BED Inflow Area = 0.224 ac, Inflow Depth = 2.50" for 2-year event Inflow = 0.65 cfs @ 12.07 hrs, Volume= 0.047 of Outflow = 0.42 cfs @ 12.17 hrs, Volume= 0.044 af, Atten= 35%, Lag= 5.6 min Discarded = 0.01 cfs @ 12.17 hrs, Volume= 0.011 of Primary = 0.41 cfs @ 12.17 hrs, Volume= 0.032 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 92.61' @ 12.17 hrs Surf.Area=341 sf Storage= 394 cf Plug-Flow detention time=46.3 min calculated for 0.043 of(93% of inflow) Center-of-Mass det. time= 22.0 min (770.6-748.6 ) # Invert Avail Storage Storage Description 1 90.60' 300 cf 11.00'W x 31.00%x 3.20'H Prismatoid 1,091 cf Overall -340 cf Embedded = 751 cf x 40.0%Voids 2 91.60' 340 cf 46.9"W x 26.0"H x 7.00%Cultec R-280 x 8 Inside#1 640 cf Total Available Storage # Routing Invert Outlet Devices 1 Discarded 0.00' 0.001417 fpm Exfiltration over entire Wetted area 2 Primary 91.60' 4.0"Vert. Orifice/Grate C= 0.600 3 Primary 92.50' 6.0"Vert. Orifice/Grate C= 0.600 Discarded OutFlow Max=0.01 cfs @ 12.17.hrs HW=92.59' (Free Discharge) 'L1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.41 cfs @ 12.17 hrs HW=92.59' (Free Discharge) T--3=Orifice/Grate 2=Orifice/Grate (Orifice Controls 0.38 cfs @ 4.4 fps) (Orifice Controls 0.02 cfs @ 1.0 fps) PROPOSED CONDITIONS Type 11124-hr 10-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inc. Page 6 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems _ 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=3.50" Tc=5.0 min CN=93 Runoff=0.17 cfs 0.012 of Subcatchment 3S: BUILDING &PARKING AREA Runoff Area=9,755 sf Runoff Depth=3.79" Tc=5.0 min CN=96 Runoff=0.97 cfs 0.071 of Subcatchment 10S: WOODLAND Runoff Area=7,790 sf Runoff Depth=0.92" Tc=5.0 min CN=60 Runoff=0.19 cfs 0.014 of Reach 2R: CP Inflow=0.96 cfs 0.069 of Outflow=0.96 cfs 0.069 of Reach 4R: TO MAIN STREET Inflow=0.17 cfs 0.012 of Outflow=0.17 cfs 0.012 of Reach 7R: 12" HDPE PIPE Peak Depth=0.35' Max Vel=4.0 fps Inflow=0.97 cfs 0.071 of D=12.0" n=0.010 L=15.0' S=0.0067'/' Capacity=3.78 cfs Outflow=0.97 cfs 0.071 of Pond 5P: CB Peak Elev=94.41' Inflow=0.97 cfs 0.071 of Outflow=0.97 cfs 0.071 of Pond 8P: INFILTRATION BED Peak Elev=92.94' Storage=475 cf Inflow=0.97 cfs 0.071 of Discarded=0.01 cfs 0.012 of Primary=0.78 cfs 0.055 of Outflow=0.79 cfs 0.067 of Total Runoff Area=0.445 ac Runoff Volume=0.097 of Average Runoff Depth=2.61" PROPOSED CONDITIONS Type 111 24-hr 10-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inc. Page 7 HydroCAD®7.00 s/n 002472 ©1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment 4S: SUBCATCHMENT 1 Runoff = 0.17 cfs @ 12.07 hrs, Volume= 0.012 af, Depth= 3.50" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-year Rainfall=4.50" _ Area (sf) _ CN Description — 1,382 98 Paved parking &roofs 458 79 <50% Grass cover, Poor, HSG B 1,840 93 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) - - 5.0 Direct Entry, Subcatchment 3S: BUILDING & PARKING AREA Runoff = 0.97 cfs @ 12.07 hrs, Volume= 0.071 af, Depth= 3.79" Runoff by SCS TR-20 method, UH=SCS,Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-year Rainfall=4.50" Area (sf) CN Description 8,819 98 Paved parking & roofs 936 79 <50% Grass cover, Poor HSG B 9,755 96 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 10S: WOODLAND Runoff = 0.19 cfs @ 12.10 hrs, Volume= 0.014 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-year Rainfall=4.50" Area (sf) CN Description 7,790 60 Woods, Fair, HSG B Tc Length Slope Velocity Capacity ity Description (min) (feet) (ft/ft) (fUsec) (cfs) - Ent 5.0 Direct ry, ' a PROPOSED CONDITIONS Type 11124-hr 10-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inca Page 8 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Reach 2R: CP Inflow Area = 0.403 ac, Inflow Depth = 2.05" for 10-year event Inflow = 0.96 cfs @ 12.12 hrs, Volume= 0.069 of Outflow = 0.96 cfs @ 12.12 hrs, Volume= 0.069 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAIN STREET Inflow Area = 0.042 ac, Inflow Depth = 3.50" for 10-year event Inflow = 0.17 cfs @ 12.07 hrs, Volume= 0.012 of Outflow = 0.17 cfs @ 12.07 hrs, Volume= 0.012 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 7R: 12" HDPE PIPE Inflow Area = 0.224 ac, Inflow Depth = 3.79" for 10-year event Inflow = 0.97 cfs @ 12.07 hrs, Volume= 0.071 of Outflow = 0.97 cfs @ 12.07 hrs, Volume= 0.071 af, Atten= 0%, Lag= 0.1 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Max. Velocity=4.0 fps, Min. Travel Time=0.1 min Avg. Velocity= 1.5 fps, Avg. Travel Time= 0.2 min Peak Depth= 0.35' @ 12.07 hrs Capacity at bank full= 3.78 cfs Inlet Invert= 93.90', Outlet Invert= 93.80' 12.0" Diameter Pipe n=0.010 Length= 15.0' Slope= 0.0067T Pond 5P: CB Inflow Area= 0.224 ac, Inflow Depth = 3.79" for 10-year event Inflow = 0.97 cfs @ 12.07 hrs, Volume= 0.071 of Outflow = 0.97 cfs @ 12.07 hrs, Volume= 0.071 af, Atten=0%, Lag= 0.0 min Primary = 0.97 cfs @ 12.07 hrs, Volume= 0.071 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 94.41' @ 12.07 hrs Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= (not calculated) # Routing Invert Outlet Devices 1 Primary 93.90' 12.0"Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=0.94 cfs @ 12.07 hrs HW=94.40' (Free Discharge) L1=Orifice/Grate (Orifice Controls 0.94 cfs @ 2.4 fps) PROPOSED CONDITIONS Type /// 24-hr 10-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inc. Page 9 HydroCAM 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Pond 8P: INFILTRATION BED Inflow Area = 0.224 ac, Inflow Depth = 3.79" for 10-year event Inflow = 0.97 cfs @ 12.07 hrs, Volume= 0.071 of Outflow = 0.79 cfs @ 12.13 hrs, Volume= 0.067 af, Atten= 18%, Lag=3.6 min Discarded = 0.01 cfs @ 12.13 hrs, Volume= 0.012 of Primary = 0.78 cfs @ 12.13 hrs, Volume= 0.055 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt=0.05 hrs Peak Elev= 92.94' @ 12.13 hrs Surf.Area= 344 sf Storage=475 cf Plug-Flow detention time= 38.5 min calculated for 0.067 of(95% of inflow) Center-of-Mass det. time= 19.8 min (762.3-742.5) # Invert Avail Storage Storage Description 1 90.60' 300 cf 11.00'W x 31.001 x 3.20'H Prismatoid 1,091 cf Overall - 340 cf Embedded = 751 cf x 40.0%Voids 2 91.60' 340 cf 46.9"W x 26.0"H x 7.001 Cultec R-280 x 8 Inside#1 640 cf Total Available Storage # Routing Invert Outlet Devices 1 Discarded 0.00' 0.001417 fpm Exfiltration over entire Wetted area 2 Primary 91.60' 4.0"Vert. Orifice/Grate C= 0.600 3 Primary 92.50' 5.0"Vert.Orifice/Grate C= 0.600 Discarded OutFlow Max=0.01 cfs @ 12.13 hrs HW=92.93' (Free Discharge) t--1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow, Max=0.76 cfs @ 12.13 hrs HW=92.93' (Free Discharge) t2=Orifice/Grate (Orifice Controls 0.45 cfs @ 5.2 fps) 3=Orifice/Grate (Orifice Controls 0.31 cfs @ 2.3 fps) PROPOSED CONDITIONS Type 11124-hr 100-year Rainfall=6.40" Prepared by Cavanaro Consulting, Inc. Page 10 HydroCADO 7.00 s/n 002472 ©1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=5.26" Tc=5.0 min CN=93 Runoff=0.26 cfs 0.019 of Subcatchment 3S: BUILDING&PARKING AREA Runoff Area=9,755 sf Runoff Depth=5.54" Tc=5.0 min CN=96 Runoff=1.40 cfs 0.103 of Subcatchment 10S: WOODLAND Runoff Area=7,790 sf Runoff Depth=2.00" Tc=5.0 min CN=60 Runoff=0.44 cfs 0.030 of Reach 2R: CP Inflow=1.52 cfs 0.117 of Outflow=1.52 cfs 0.117 of Reach 4R: TO MAIN STREET Inflow=0.26 cfs 0.019 of Outflow=0.26 cfs 0.019 of Reach 7R: 12" HDPE PIPE Peak Depth=0.42' Max Vel=4.4 fps lnflow=1.40 cfs 0.103 of D=12.0" n=0.010 L=15.0' S=0.0067 '/' Capacity=3.78 cfs Outflow=1.39 cfs 0.103 of Pond 5P: CB Peak Elev=94.53' Inflow=1.40 cfs 0.103 of Outflow=1.40 cfs 0.103 of Pond 8P: INFILTRATION BED Peak Elev=93.45' Storage=583 cf Inflow=1.39 cfs 0.103 of, Discarded=0.01 cfs 0.013 of Primary=1.11 cfs 0.087 of Outflow=1.12 cfs 0.100 of Total Runoff Area=0.445 ac Runoff Volume=0.152 of Average Runoff Depth=4.09" PROPOSED CONDITIONS Type 11124-hr 100-year Rainfall=6.40° Prepared by Cavanaro Consulting, Inc. Page 11 HydroCAD®7 00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment IS: SUBCATCHMENT 1 Runoff 0.26 cfs @ 12.07 hrs, Volume= 0.019 af, Depth 5.26° Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-year Rainfall=6.40" Area(sf) CN Description 1,382 98 Paved parking &roofs 458 79 <50% Grass cover, Poor, HSG B 1,840 93 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: BUILDING & PARKING AREA Runoff = 1.40 cfs @ 12.07 hrs, Volume= 0.103 af, Depth= 5.54° Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-year Rainfall=6.40" Area (sf) CN Description 8,819 98 Paved parking& roofs 936 79 <50% Grass cover, Poor, HSG B 9,755 96 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 10S: WOODLAND Runoff 0.44 cfs @ 12.09 hrs, Volume= 0.030 af, Depth= 2.00" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-year Rainfall=6.40" Area (sf) CN Description 7,790 60 Woods,Fair, HSG B Tc Length Slope Velocity Capacity Description min feet ft/ftft/sec cfs 5.0 Direct Entry, PROPOSED CONDITIONS Type 11124-hr 100-year Rainfall=6..40" Prepared by Cavanaro Consulting, Inc. Page 12 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Reach 2R: CP Inflow Area = 0.403 ac, Inflow Depth = 3.49" for 100-year event Inflow = 1.52 cfs @ 12.11 hrs, Volume= 0.117 of Outflow = 1.52 cfs @ 12.11 hrs, Volume= 0.117 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span 5.00-20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAIN STREET Inflow Area= 0.042 ac, Inflow Depth = 5.26" for 100-year event Inflow = 0.26 cfs @ 12.07 hrs, Volume= 0.019 of Outflow = 0.26 cfs @ 12.07 hrs, Volume= 0.019 A Atten=0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 7R: 12 HDPE PIPE Inflow Area = 0.224 ac, Inflow Depth = 5.54" for 100-year event Inflow - 1.40 cfs, @ 12.07 hrs, Volume= 0.103 of Outflow = 1.39 cfs @ 12.07 hrs, Volume= 0.103 af, Atten= 0%, Lag= 0.1 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Max. Velocity=4.4 fps, Min. Travel Time= 0.1 min Avg. Velocity= 1.7 fps, Avg. Travel Time=0.1 min Peak Depth= 0.42' @ 12.07 hrs Capacity at bank full= 3.78 cfs Inlet Invert= 93.90', Outlet Invert= 93.80' 12.0" Diameter Pipe n= 0.010 Length= 15.0' Slope= 0.0067'/' Pond 5P: CB Inflow Area = 0.224 ac, Inflow Depth = 5.54" for 100-year event Inflow = 1.40 cfs @ 12.07 hrs, Volume= 0.103 of Outflow = 1.40 cfs @ 12.07 hrs, Volume= 0.103 af, Atten= 0%, Lag= 0.0 min Primary = 1.40 cfs @ 12.07 hrs, Volume= 0.103 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 94.53' @ 12.07 hrs Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= (not calculated) _ # Routing Invert Outlet Devices 1 Primary 93.90' 12.0"Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=1.35 cfs @ 12.07 hrs HW=94.51' (Free Discharge) t-1=Orifice/Grate (Orifice Controls 1.35 cfs @ 2.7 fps) PROPOSED CONDITIONS Type 11124-hr 100-year Rainfall=6.40" Prepared by Cavanaro Consulting, Inc. Page 13 H droCADU 7.00 s/n 002472 © 1986_2003 Applied Microcomputer Systems 9/12/2008 Pond 8P: INFILTRATION BED Inflow Area= 0.224 ac, Inflow Depth = 5.54" for 100-year event Inflow = 1.39 cfs @ 12.07 hrs, Volume= 0.103 of Outflow = 1.12 cfs @ 12.13 hrs, Volume= 0.100 af, Atten= 19%, Lag=3.7 min Discarded 0.01 cfs @ 12.13 hrs, Volume= 0.013 of Primary = 1.11 cfs @ 12.13 hrs, Volume= 0.087 of Routing by Stor-Ind method,Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 93.45' @ 12.13 hrs Surf.Area= 341 sf Storage= 583 cf Plug-Flow detention time=31.7 min calculated for 0.100 of(97% of inflow) Center-of-Mass det. time= 17.6 min (755.9-738.3) # Invert Avail Storage Storage Description 1 90.60' 300 cf 11.00'W x 31.001 x 3.20'H Prismatoid 1,091 cf Overall -340 cf Embedded =751 cf x 40.0% Voids 2 91.60' 340 cf 46.9"W x 26.0"H x 7.001 Cultec R-280 x 8 Inside#1 640 cf Total Available Storage # Routing Invert Outlet Devices 1 Discarded 0.00' 0.001417 fpm Exfiltration over entire Wetted area 2 Primary 91.60' 4.0"Vert.Orifice/Grate C= 0.600 3 Primary 92.50' 5.0"Vert. Orifice/Grate C= 0.600 Discarded OutFlow Max=0.01 cfs @ 12.13 hrs HW=93.42' (Free Discharge) t-1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=1.10 cfs @ 12.13 hrs HW=93.42' (Free Discharge) t2=Orifice/Grate (Orifice Controls 0.54 cfs @ 6.2 fps) 3=Orifice/Grate (Orifice Controls 0.56 cfs @ 4.1 fps) , w WF/s \ OSGOOD POND ` ,WF/ q�N .__, '�,,EDPINFILTRATIONGE OF ND PROPOSEDINFILTRATION BED WITH OVERFLOW , ""� . WF/Z_ _. LEGEND: M-AP 41: LOT.33 - AREA .I,-8 PROPOSED RETAINING .. S V B C A TC I I M E N T AREA WALL _ DRAINAGE CONTROL POINT. O ARD RAIL w ti. 0 AC 10:5'rEl 1 �\AC .N HC RAMP ��r100 D CONC— BRICK WALK BRICKWALK _ `_C ONG _ P \jGc PROPOSED SUBCATCHMENT SGN,�< -" � ...; OF BCH � ', /� `` ►� SKETCH CB RICHARD ELIS VGC VGC cam CB D�.� GLOBAL CORPORATE SERVICES D4 50' 1075 MAIN STREET '�, WALTHAM, MA02451 SCALE: 1 " = 30' N� — Al. �O CONSULTING MAIN TREET T� %81 PSS NonweY..Mwsswc�ws[ns 02081 . PlION6:]8,.888.BI8� v u:>e,.es w,ee DRAWING NO. 0' 15' 30' 60' SCALE: AS SHKOM DESIMIED BY: _ PROJECT NO.:=2 DATE: 00,Al/oe DRAWN BY: woa FUEN - SURVEY: GC/AS QiECKM BY:BPS SHEET NM 1 OF 7 Y � SUPPLEMENTAL INFORMATION Cultec, Inc - Model 4 Stormfilter®400, Stormfilter(V Page I of 1 CULTEC,Inc. 878 Federal Road P.O. Box 280 Brookfield,CT 06804,USA Phone:203-775-4416 Toll Free: 1-800-4-CULTEC(1-800-428-5832) Fax:203-775-1462 Email:custservice@cultec.com All Categories>Storm Water Products>Fitters>Stormwafer Filter Chamber>Model#Stormfilter®400 Model#Stormfilter®400 Stormfilter® s Stormfilter® StormfilterO is designed to be a secondary in-line filter system that effectively removes many of the smaller particles not eliminated by conventional structures during the pretreatment process. If allowed to pass through unobstructed,these particles may eventually lower the overall performance of your stormwater management system.Cultec's cost effective Stormfilter@)requires less space and is a sensible Best Management Practice for complying with Phase II of the U.S. Environmental Protection Agency's stormwater program. Is Pass-through filter system used in stormwater applications to filter rainwater run-off prior to larger image entering the CULTEC Stormwater Management System. It has a solid bottom and sidewalls. Specifications 7.50 ft Length 2.286 m Width 52 inches 1321 mm 38 inches Height 965.2 mm Access Opening Length 22.5 inches 571.5 mm Access Opening Width 16 inches 406.4 mm 425 gal Capacity 1609 L Capacity 56.66 gal/ft Solid Removal 70-85% Treatment Capability 2940 gpm 11129.11 Ipm CFS 2.3 continuous filtration capacity 6.5 maximum surge capacity Fully filtered-8 in Max.Inlet Opening Overflow capability-24 in Fully filtered-200 mm Overflow capability-600 mm .,+or1tar_rhamt�ar/Qnn�rQiY1iY1�IP,1=�nR�.RCS... 9/11/2000 Cultec, Inc - Model# 280,Recharger® 280 Page 1 of 2 CULTEC, Inc. 878 Federal Road P.O. Box 280 Brookfield, CT 06804, USA Phone: 203-775-4416 Toll Free: 1-800-4-CULTEC(1-800-428-5832) Fax: 203-775-1462 Email: custservice(5)cultec.com All Categories> Storm Water Products> Chambers> Contactor@&Recharger®Chamber> Model#280 Model#280 Recharger@ 280 Recharger@ 280 The Recharger@ series consists of higher profile,higher capacity chambers.When using this series,less chambers are required resulting in less labor and a smaller installation area. Each chamber features two side portals which allow for internal manifolding of the system.HVLV Feed Connectors are inserted into the side portals to allow for flow from row to row. Only available in Heavy Duty(HD). Storage Volume Provided per Installed Chamber: With 6" stone base 64.46 cu. ft. / unit With 12" stone base 70.53 cu. ft. / unit With 18" stone base 76.59 cu. ft. / unit ill larger image, larger image Specifications Length 8.00 ft 2.44 m Installed Length 7.00 ft 2.13 m Length Adjustment 1.00 ft 0.30 m Width :47 inches =; 1194 mm Height 26.50 inches „673 mm 17A «o,1,�r„Ar_t'7d_nhamhar_7I» 9/1(1/7(1nR Cultec, Inc - Model# 280, Recharger®280 Page 2 of 2 Storage Capacity of Model R `363.81 gal 1377.2 L Storage Capacity 6.079 ft'/ft 0.560 m3/m Chamber Storage Capacity 42.55 ft3/unit 1.20 M3/unit Min.Storage Capacity 64.46 113/unit Surrounded in Stone 1.83 m3/unit 18 inches Max. Inlet Diameter ? 450 mm John Cavanaro Consulting JOB o Z, 1-4,- 179 Chief Justice Cushing Highway Cohasset, MA 02025 SHEET NO. OF Tel: (781) 383-8187 Fax: (781) 383-8667 CALCULATED BY —DATE 12-10 JR CHECKED BY DATE e.4 it e- di -77 -A"V L ................ 0 4- -4- I T .. .............. ............. .......... -toll ........................... J_ 7 Jr--7- 4-- 6 44 ........... _4 ............. T- T, _T_ � I John Cavanaro Consulting JOB 0 vr. 179 Chief Justice Cushing Highway Cohasset, MA 02025 SHEET NO. i OF / Tel: (781) 383-8187 Fax: (781) 383-8667 CALCULATED BY 6" s DATE bq l dt/O S CHECKED BY DATE rz ; 4 i .- - i � w ; I ' `I yi i _. . , i ; ; -r I i , t fi -I 1 i ' t 1 ! ! i �J N n H O Location: 154 Main Street- North Andover, MA 01845 z a A B C D E TSS Removal Starting TSS Amount Remaining BMP Mate Load* Removed.(BxC) Load (C-D) .... Deep Sump CB 25% 1..00* .25 .75 > L _ -- Q Q Cuttec Stormfiiter 70% IE75 .53 .22 E , 1[ _ a � 0 CO IE 1 11 1U Total TSSS Removal -_ .78 = 78% Project: Bank of America Prepared By: M.G.j. * Equals remaining load from previous BMP (E) Date: 09/11/08 which enters the BMP N a a � SECTION Vll STORMWATER OPERATION AND MAINTENANCE PLAN Stormwater Operation and Maintenance Plan and Illicit Discharge Statement Proposed Reconstruction and Expansion to the Existing Parking Area for Bank of America 154 Main Street,North Andover, MA 01845 Stormwater Management System's Owner:Bank of America System Owner's Address: 154 Main Street, North Andover, MA 01845 Party responsible for Operations and Maintenance: Bank of America It is most important for a drainage system to be maintained in order for it to work properly. The following is an Operation and Maintenance plan to upkeep the existing non-structural and structural best performance practices as outlined in the Massachusetts Department of Environmental Protection's Stormwater Management Policy. Operation and Maintenance Plan During Construction: Sediment and Erosion Control A silt fence shall be installed along a section of the proposed work as shown in the Notice of Intent Plan submitted to the Conservation Commission. Catch basins shall be protected from siltation via the use of haybales. Infiltration Bed Per MA DEP Stormwater Guidelines the following work shall be done to stabilize the site prior to installing the subsurface structures: Do not allow runoff from any disturbed areas on the site to flow to the subsurface structures. - Rope off the area where the subsurface structures are to be placed. Accomplish any required excavation with equipment placed just outside the area. If the size of the area intended for exfiltration is too large to accommodate this approach, use trucks with low-pressure tires to minimize compaction. Do not allow any other vehicles within the area to be excavated. Keep the area above and immediately surrounding the subsurface system roped off to all construction vehicles until the final top surface is installed. At no time shall the area for the infiltration system be used as a temporary sediment basin. Stockpiles shall be placed away from the subsurface infiltration system and sedimentation fences shall be placed around the perimeter of the infiltration area to prevent the accumulation of sediment within the native soils. - Operation and Maintenance Plan After Construction: Deep Sump Catch Basin Cleaning Inspect or clean deep sump basins at least four times per year and at the end of the foliage and snow removal seasons. Sediments must also be removed four times per year or whenever the depth of the deposits is greater than or equal to one half the depth from the bottom to the invert of the lowest pipe in the basin. Vacuum trucks are preferable in the removal of the sediment. All catch basins shall be cleaned and inspected in late winter or early spring after the snow melts. Inspections should include the frame and grate, pipe, and structure itself for damage and/or repair. Stormfilter Unit: Inspect and clean inlets as necessary after every major storm. At a minimum, inspect the oil grit separator monthly and clean it out twice per year. Polluted water or sediments removed from the oil/grit separator shall be disposed of in accordance with all applicable local, state and federal laws and regulations. Subsurface Infiltration System: Inspect inlets at least twice a year. Remove any debris or sediment that may be clogging the system. Pipes and Drainage Manhole Inspect or clean the drainage manhole at least twice per year. In addition to inspecting the drain manhole, all pipe inlets and outlets shall be inspected to ensure that they are free of all obstructions and that all required hoods are intact. Parking Lot Sweeping The parking lot area shall be swept a minimum of 2 times per year. Illicit Discharges: At no time will the owner or any other individual utilize the stormwater management system for any purpose other than its intended use. The stormwater management system as shown on the attached site plan at no time shall receive discharges other than stormwater, this includes "waste water discharges and discharges of stormwater contaminated by contact with process wastes, raw materials, raw materials, toxic pollutants, hazardous substances, oil or grease." SECTION Vlll NOTICE OF INTENT APPLICATION PACKAGE APPLICATION FOR NOTICE OF INTENT Filed under Massachusetts Wetlands Protection Act (310 CMR 10.00) — WPA FORM 3 Proposed Reconstruction and Expansion to the Existing Parking Area 154 Main Street North Andover, MA 01845 APPLICANT: Bank of America C/O CB Richard Ellis, Tina Daigle 1075 Main Street Waltham, MA 02451 SUBMITTED TO: MassDEP Northeast Region Division of Wetlands and Waterways 205B Lowell Street Wilmington, Massachusetts 01887 PREPARED BY: Cavanaro Consulting, Inc. 687 Main Street Norwell, MA 02061 CAVANARO CONSULTING Table of Contents Title Section WPA Form 3— Notice of Intent I Project Narrative & Stormwater Report II Payment Fee Forms III Stormwater Management Form IV Stormwater Operation and Maintenance Plan Figures V Figure 1 — USGS Locus Map Figure 2 —FIRM Flood Map Figure 3— DEP Priority Resource Map Abutters List VI Additional Information VII - Wetland Summary Form - NACC Checklist Drainage Calculations and Supplemental Information VIII Project Plans IX EC — Existing Conditions SP —Site Plan i SECTION i WPA Form 3— Notice of Intent Massachusetts Department of Environmental Protection Provided-by.-MassPEP: Bureau of Resource Protection -Wetlands MassDEP Fr`le Number l WPA Form 3 - Notice of Intent ,Document Transaction"Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 North'Andover City/Town Important: When filling out A. General Information forms on the computer, use key 1. Project Location (Note: electronic filers will click on button to locate project site): only to move your 154 Main Street North Andover 01845 cursor-do not a.Street Address b.City/Town c.Zip Code use the return key. 42d 42'08" 71d 07'47" Latitude and Longitude: d.Latitude e:Longitude t� Map 41 Lot 33 f.Assessors Map/Plat Number g.Parcel/Lot Number n 2. Applicant: Tina Daigle a.First Name b.Last Name Note: CB Richard Ellis Before c.Organization completing this 1075 Main Street form consult your local d.Street Address Conservation Waltham MA 02451 Commission e.City/Town f.State g.Zip Code regarding any municipal bylaw (781)788-7375 (781)788-1990 Tina.daigle@cbre.com or ordinance. h.Phone Number j.Fax Number j.Email Address 3. Property owner(required if different from applicant): ❑ Check if more than one owner a. First Name b.Last Name Bank of America Attn: Corporate Real Estate Assessments c.Organization 101 N. Tryon Street d.Street Address Charlotte NC 28255 e.City/Town f.State g.Zip Code h.Phone Number j.Fax Number j.Email address 4. Representative (if any): Michael Joyce a.First Name b.Last Name Cavanaro Consulting, Inc. c.Company 687 Main Street, P.O. Box 5175 d.Street Address Norwell MA 02061 e.City/Town f.State g.Zip Code (781)659-8187 (781)659-8186 mjoyce@cavanaroconsulting.com h.Phone Number i.Fax Number j.Email address 5. Total WPA Fee Paid (from N01 Wetland Fee Transmittal Form): $500 $237.50 $267.50 a.Total Fee Paid b.State Fee Paid c.City/Town Fee Paid wpaform3.doc•rev.02/21/08 Page 1 of 8 f Massachusetts Department of Environmental Protection Provided by MassDEP: L7 Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 3 — Notice of Intent Document Transaction Number'. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 North Andover City/Town A. General Information (continued) 6. General Project Description: The applicant is proposing to expand and reconfigure an existing parking lot within 100 feet of a Bordering Vegetated Wetland. 7a. Project Type Checklist: 1. ❑ Single Family Home 2. ❑ Residential Subdivision 3. ❑ Limited Project Driveway Crossing 4. ® Commercial/Industrial 5. ❑ Dock/Pier 6. ❑ Utilities 7. ❑ Coastal Engineering Structure 8. ❑ Agriculture(e.g., cranberries, forestry) 9. ❑ Transportation 10. ❑ Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal)or 310 CMR 10.53 (inland)? 1. ❑ Yes ® No If yes, describe which limited project applies to this project: 2.Limited Project 8. Property recorded at the Registry of Deeds for: Southern Essex a.County b.Certificate#('rf registered land) 797 495 c.Book d. Page Number B. Buffer Zone & Resource Area Impacts (temporary& permanent) 1. ® Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. ❑ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. For all projects affecting other Resource Area Size of Proposed Alteration Proposed Replacement(if any) Resource Areas, please attach a narrative a. ❑ Bank 1. linear feet 2.linear feet explaining how b. ® Bordering Vegetated 0 0 the resource area was Wetland 1.square feet 2.square feet delineated. c. ❑ Land Under 1. linear feet 2.linear feet Waterbodies and Waterways 3.cubic yards dredged wpaform3.doc•rev.02/21/08 Page 2 of 8 Massachusetts Department of Environmental Protection Provided;by n�asDEP: Bureau of Resource Protection - Wetlands MassDEP�File.Numbe[ ; - WPA Form 3 - Notice of Intent DocumentTransacfi4n NurnLI tier Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 North Andover City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Resource Area Size of Proposed Alteration Proposed Replacement(if any) d. ❑ Bordering Land Subject to Flooding 1.square feet 2.square feet 3.cubic feet of flood storage lost 4.cubic feet replaced e. ❑ Isolated Land Subject to Flooding 1.square feet 2.cubic feet of flood storage lost 3.cubic feet replaced f. ❑ Riverfront Area 1.Name of Waterway(if available) 2.Width of Riverfront Area(check one): ❑ 25 ft. -Designated Densely Developed Areas only ❑ 100 ft. - New agricultural projects only ❑ 200 ft. -All other projects 3. Total area of Riverfront Area on the site of the proposed project: square feet a. Proposed alteration of the Riverfront Area: a.total square feet b.square feet within 100 ft. c.square feet between 100 ft.and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes❑ No 6.Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes❑ No 3. ❑ Coastal Resource Areas: (See 310 CMR 10.25-10.35) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your Resource Area Size of Proposed Alteration Proposed Replacement(if any) document transaction a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below number (provided on your receipt b. ❑ Land Under the Ocean page)with all 1.square feet supplementary information you 2.cubic yards dredged submit to the Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. ❑ Coastal Beaches 1.square feet 2.cubic yards beach nourishment e. ❑ Coastal Dunes 1.square feet 2.cubic yards dune nourishment wpaform3.doc-rev.02/21/08 Page 3 of 8 e r Massachusetts Department of Environmental Protection Provided;byMassDEP: Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 3 - Notice of Intent Document Transaction Number' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 North Andover City/Town B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Size of Proposed Alteration Proposed Replacement(if any) f. ❑ Coastal Banks 1.linear feet g. ❑ Rocky Intertidal Shores 1.square feet h.❑ Salt Marshes 1.square feet 2.sq ft restoration,rehab.,creation i. ❑ Land Under Salt Ponds 1.square feet 2.cubic yards dredged i. ❑ Land Containing Shellfish 1.square feet k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1.cubic yards dredged 1. ❑ Land Subject to Coastal Storm Flowage 1.square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a.square feet of BVW b.square feet of Saft Marsh C. Other Applicable Standards and Requirements Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NHESP)?To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to http://www.mass.gov/dfwele/dfw/nhesp/nhregmap.htm. a. ❑ Yes ® No If yes,include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife MA GIS online Route 135,North Drive mapping 09-05-08 Westborough,MA 01581 If yes, the project is also subject to Massachusetts Endangered Species Act(MESA) review(321 CMR 10.18). To qualify for a streamlined, 30-day, MESANVetlands Protection Act review, please complete Section CA.C, and include requested materials with this Notice of Intent(NOI); OR complete Section C.1.d, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review(unless noted exceptions in Section 2 apply, see below). wpaform3.doc•rev.02121/08 Page 4 of 8 e , Massachusetts Department of Environmental Protection Providedy Mas>�EP Bureau of Resource Protection -Wetlands �JaS;SoE.P Fi[e Number WPA Form 3 - Notice of Intent Docrrment'.TranSaction Nurribor Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 North Andover City/Town C. Other Applicable Standards and Requirements (cont'd) 1. c. Submit Supplemental Information for Endangered Species Review 1. ❑ Percentage/acreage of property to be altered: (a)within wetland Resource Area percentagelacreage (b)outside Resource Area percentage/acreage 2. ❑ Assessor's Map or right-of-way plan of site 3. ❑ Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work** (a)❑ Project description (including description of impacts outside of wetland resource area& buffer zone) (b)❑ Photographs representative of the site (c)❑ MESA filing fee(fee information available at: http://www mass.gov/dfwele/dfw/nhesp/nhenvmesa.htm) Make check payable to "Natural Heritage & Endangered Species Fund"and may to NHESP at above address Projects altering 10 or more acres of land, also submit. (d)❑ vegetation cover type map of site (e)❑ Project plans showing Priority& Estimated Habitat boundaries d. OR Check One of the Following 1.❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, http://www mass.gov/dfwele/dfw/nhesp/nhenvexemptions.htm; the NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2.❑ Separate MESA review ongoing. a.NHESP Tracking Number b.Date submitted to NHESP 3.❑ Separate MESA review completed. Include copy of NHESP"no Take"determination or valid Conservation & Management Permit with approved plan. * Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review(see www.nhesp.orq regulatory review tab). Priority Habitat includes habitat for state- listed plants and strictly upland species not protected by the Wetlands Protection Act. ** MESA projects may not be segmented(321 CMR 10.16).The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3.doc•rev.02/21/08 Page 5 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands MassDEP File Number WPA Form 3 — Notice of Intent Document Transaction'Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 North Andover City/Town C. Other Applicable Standards and Requirements (cont'd) 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. ® Not applicable—project is in inland resource area only b.❑ Yes ❑ No If yes, include proof of mailing or hand delivery of N01 to either: South Shore-Cohasset to Rhode North Shore-Hull to New Hampshire: Island,and the Cape&Islands: Division of Marine Fisheries- Division of Marine Fisheries- North Shore Office Southeast Marine Fisheries Station Attn: Environmental Reviewer Attn: Environmental Reviewer 30 Emerson Avenue 838 South Rodney French Blvd. Gloucester, MA 01930 New Bedford,MA 02744 Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? Online Users: a. El Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Include your Website for ACEC locations). Note: electronic filers click on Website. document transaction b.ACEC number (provided on 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water your receipt (ORW)as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? page)with all supplementary a. ❑ Yes ® No information you submit to the 5. 'Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Department. Restriction Act(M.G.L. c. 131, §40A) or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? a. ❑ Yes ® No 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. ® Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: 1.❑ Applying for Low Impact Development(LID) site design credits(as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2.❑ A portion of the site constitutes redevelopment 3.0 Proprietary BMPs are included in the Stormwater Management System. b.❑ No. Check why the project is exempt: 1.❑ Single-family house 2.❑ Emergency road repair 3.❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project)with no discharge to Critical Areas. wpaform3.doc•rev.02/21/08 Page 6 of 8 Massachusetts Department of Environmental Protection Provi+ledbyivlasSDFP: Bureau of Resource Protection -WetlandsMassDF.Pfile N or - WPA Form 3 - Notice of Intent Document Transaction Number Ll Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 North Andover Cityrrown D. Additionalf In ormation Applicants must include the following with this Notice of Intent(NOI). See instructions for details. Online Users: Attach the document transaction number(provided on your receipt page)for any of the following information you submit to the Department. 1. Z USGS or other map of the area(along with a narrative description, if necessary)containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. ® Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. 3. ❑ Identify the method for BVW and other resource area boundary delineations(MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. ® List the titles and dates for all plans and other materials submitted with this NOL Site Plan a.Plan Title Cavanaro Consulting, Inc. Brendan P. Sullivan, P.E., P.L.S.- b.Prepared By c.Signed and Stamped by 09/11/08 1"=20' d.Final Revision Date e.Scale Existing Conditions Plan 09/11/08 f.Additional Plan or Document Title g.Date 5. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. 6.❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. s. ® Attach NOI Wetland Fee Transmittal Form 9. ® Attach Stormwater Report, if needed. E. Fees 1. ❑ Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth,federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form)to confirm fee payment: 2114 09/12/08 2.Municipal Check Number 3.Check date 2113 09/12/08 4.State Check Number 5.Check date Cavanaro Consulting, Inc. 6.Payor name on check:First Name 7.Payor name on check: Last Name wpaform3.doc•rev.02/21/08 Page 7 of 8 Massachusetts Department of Environmental Protection Provided y MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 — Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 North Andover City/Town F. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, §40. Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail(return receipt requested)to all abutters within 100 feet of the property line of the project location. 1.Signature of Applicant 2.Date 3.Signatur perry Owner(if d' re 4.Date 5 ignature of Representative(if any) j �Jl— 6.Date For Conservation Commission: Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents, i the I I the i /town fee payment, to the two copies of a NO Wetland Fee Transmittal Form and c , P city/town p Y Conservation Commission by certified mail or hand delivery. For MassDEP: One copy of the completed Notice of Intent(Form 3), including supporting plans and documents, one copy of the NOI Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP Regional Office(see Instructions) by certified mail or hand delivery. Other: If thea applicant has checked the"yes" box in an art of Section C, Item 3, above, refer to that section pp YesY p and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismissal of the Notice of Intent. wpaform3.doc-rev.02/21/08 Page 8 of 8 f M SECTION II PROJECT NARRATIVE PROJECT NARRATIVE 1.0 INTRODUCTION The applicant CB Richard Ellis, is seeking approval to reconstruct and expand the existing parking area located within 100 feet to a Bordering Vegetated Wetland (B.V.W.) The proposed parking lot work is associated with the Bank of America located at 154Main Street. The existing Bank has been at its current location for over twenty years, an existing drive through for the Bank has been closed for approximately fifteen years. The applicant is proposing to expand the existing parking by removing the drive through aisle and increase the parking area to accommodate an additional six parking spaces. The applicant's intention is to improve and expand the existing parking area by constructing the parking area to code, reducing the number of conflicts that currently occur in the parking area. The applicant would like to solve the existing parking problems while maintaining the fifty foot no-build buffer. 2.0 EXISTING CONDITIONS The subject property is located at 154 Main Street in North Andover. The 19,842 S.F. lot is located in the General Business Zoning district. The lot has approximately 9,700 S.F. of developed area. There is a Bordering Vegetated Wetland located at the rear of the lot associated with Osgood Pond. Approximately 13,400.S.F. of the lot is located within the B.V.W. or the 100' Buffer to the B.V.W. The developed area consists of the existing 1,600 S.F. building and associated paved parking and travel ways. The lot is level at Main Street, the parking areas slowly slope to the rear of the lot. Once the parking area ends, the lot is vegetated with trees and low lying shrubs this area steeply drops to Osgood Pond at a slope of approximately 3:1. Currently there is no drainage system on site, all untreated storm water sheets off the parking area and eventually runs to Osgood Pond. 3.0 WETLAND RESOURCE AREAS There is one resource area subject to the jurisdiction of the Wetlands Protection Act (M.G.L. Ch. 131 § 40) within the proposed site, namely: a Bordering Vegetated Wetland. A brief description of the resource area is provided below. We have also acknowledged the affected resource area buffers in our Notice of Intent. 3.1 Bordering Vegetated Wetland Per 310 CMR 10.55(2)(a), Bordering Vegetated Wetlands are freshwater wetlands which border on creeks, rivers, streams, ponds and lakes. The types of freshwater wetlands are wet meadows, marshes, swamps and bogs. Bordering Vegetated Wetlands are areas where the soils are saturated and/or inundated such that they support a predominance of wetland indicator plants. There is no proposed work within the resource area only within the buffer to the resource area. All proposed work will have a positive impact on the resource area by improving the quality of the storm water runoff entering. 4.0 . PROPOSED IMPROVEMENTS 4.1 Proposed Work The applicant is proposing to expand the existing parking area by adding 2,000 S.F. of parking to the existing parking lot. In addition to adding 2,000 S.F. of parking the applicant will also be removing approximately 1,000 S.F. of impervious area. This impervious area is being removed from the existing drive-thru aisle that runs parallel to the existing building, as can be seen on the attached Site Plan. The net increase in impervious area to the site will be approximately 1,000 square feet while providing the applicant with six more parking spaces. The applicant is proposing to improve the drainage conditions with addition of a deep sump catch basin that directs storm water through a filtration chamber and continues on to a series of recharge units. The deep sump catch basin will provide 25% TSS removal while the filtration chamber provides a minimum of 70% TSS removal (as seen on attached specification sheets) for a total of approximately 78% TSS removal from the stormwater prior to infiltration. During extreme periods of rain, the infiltration chamber will overflow to an outlet in the proposed retaining wall where there will be a swale to provide additional treatment to the storm water prior to it entering the resource area. The proposed drainage system was designed following MA DEP's Stormwater Management Policy to the maximum extent practicable. The proposed improvements will have an overall positive impact on the existing resources abutting the site. The proposed parking expansion is only a slight increase to the impervious area on the site but will produce slightly less runoff with the introduction of infiltration units. The proposed construction of the retaining wall will provide an improved buffer to the resource area while providing the applicant with the additional parking area needed to make the site safe for both pedestrian and vehicular traffic. SECTION 111 PAYMENT FEE FORMS Massachusetts Department of Environmental Protection L7 Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: A. Applicant Information When filling out forms on the 1. Applicant: computer, use only the tab key Tina Daigle to move your a.First Name b.Last Name cursor-do not use the return CB Richard Ellis key. c.Organization 1075 Main Street reb d.Mailing Address Waltham MA 02451 e.Cityrrown f.State g.Zip Code ' (781) 788-7375 (781)788-1990 Tina.daigle@cbre.com h.Phone Number i.Fax Number j.Email Address 2. Property Owner(if different): a.First Name b.Last Name Bank of America AttrrCorporate Real Estate Assesments c.Organization 101 N. Tryon Street d.Mailing Address Charlotte N.C. 28255 e.City/Town f.State g.Zip Code h.Phone Number i.Fax Number j.Email Address 3. Project Location: 154 Main Street North Andover a.Street Address b.City/Town To calculate B. Fees filing fees,refer to the category The fee should be calculated using the following six-step process and worksheet. Please see fee list and 9 9 p examples in the .Instructions before filling out worksheet. instructions for filling out WPA Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and Form 3(Notice of Intent), buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2)times the fee per category(identified in Step 3)to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 5/Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments:To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. WpaformIdoc•Wetland Fee Transmittal Form-rev.2121/08 Page 1 of 2 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number Step Step 4/Subtotal Activity of Activities 3/Individual Fee Activity Fee Category 2b) Parking Lot 1 1 $500 Step 5/Total Project Fee: $500 Step 6/Fee Payments: Total Project Fee: $500 a.Total Fee from Step 5 State share of filingFee: $237.50 b. 1/2 Total Fee less$12.50 City/Town share of filling Fee: $267.50 c. 1/2 Total Fee plus$12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent;a copy of this form;and the city/town fee payment. To MassDEP Regional Office(see Instructions): Send a copy of the Notice of Intent or Abbreviated Notice of Intent;a copy of this form;and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) Wpaform3.doc-Wetland Fee Transmittal Form•rev.2121/08 Page 2 of 2 ROCKLANDTRUST CAVANAR0 CONSULTING INC OPERATING ACCOUNT 687 MAIN.STREET NORWELL,MA 02061 9/12/20Q8 PAY TO THE ORDER OF Town,of North Andover * 567.50 Five Hundred Sixty-Seven and 50/ D Town of North Andover 120 Main Street North Andover,'MA 01845 MEMO File No: 8062 154 Main StreetBank Of'America -- --- AUTHORIZED S�C,NAT E�M 00 2 w Town of North Andover 9/12/2008 File No. 8062-N01 Filing Fee for 154 Main Street-B 567.: Rockland Trust-Oper File No. 8062- 154 Main Street-Bank of Americ _ 567.r- Town 67.5Town of North Andover 9/12/2008 File No. 8062-N01 Filing Fee for 154 Main Street-B 567.5 Rockland Trust-Oper File No. 8062 - 154 Main Street-Bank of Americ 567.5C s - ROCKLAND TRUST CAVANARO CONSULTING INC OPERATING ACCOUNT 687 MAIN STREET NORINELL, MA 02061 "9/12/2008 PAY TO THE ORDER of Commonwealth of Massachusetts "'`237.50 Two Hundred Thirty-seven and 50/100,*-**t****** D Commonwealth of Massachusetts DEP r P.O. Box 4062 Boston, MA 02211 MEMO ` tr File No. 8062 Bank of America- 1.54 Main Street.- . 11600 2 11,3116. 1; U ZED SI ATURE Commonwealth of Massachusetts 9/12/2008 File No. 8062 -NOI Filing Fee for 154 Main Street-B 237.! Rockland Trust-Oper File No. 8062- Bank of America- 154 Main Stre 237.5 Commonwealth of Massachusetts 9/12/2008 File No. 8062-NOI Filing Fee for 154 Main Street-B 237.5 Rockland Trust-Oper File No. 8062-Bank of America- 154 Main Stre _ 237.50 SECTION IV STORMWATER MANAGEMENT FORM STORMWA TER OPERATION AND MAINTENANCE PLAN ILLICIT DISCHARGE STATEMENT A Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report B. Stormwater Checklist and Certification The following checklist is intended to serve as a guide for applicants as to the elements that ordinarily need to be addressed in a complete Stormwater Report. The checklist is also intended to provide conservation commissions and other reviewing authorities with a summary of the components necessary for a comprehensive Stormwater Report that addresses the ten Stormwater Standards. Note: Because stormwater requirements vary from project to project, it is possible that a complete Stormwater Report may not include information on some of the subjects specified in the Checklist. If it is determined that a specific item does not apply to the project under review, please note that the item is not applicable(N.A.) and provide the reasons for that determination. A complete checklist must include the Certification set forth below signed by the Registered Professional Engineer who prepared the Stormwater Report. Registered Professional Engineer's Certification I have reviewed the Stormwater Report, including the soil evaluation, computations, Long-term Pollution Prevention Plan, the Construction Period Erosion and Sedimentation Control Plan (if included), the Long- term Post-Construction Operation and Maintenance Plan, the Illicit Discharge Compliance Statement(if included) and the plans showing the stormwater management system, and have determined that they have been prepared in accordance with the requirements of the Stormwater Management Standards as further elaborated by the Massachusetts Stormwater Handbook. I have also determined that the information presented in the Stormwater Checklist is accurate and that the information presented in the Stormwater Report accurately reflects conditions at the site as of the date of this permit application. Registered Professional Engineer Block and Signature OF wwown c4 mum CML oa e No.4JUS �4ISTAL �E /L p Si a e and Date Checklist Project Type: Is the application for new development, redevelopment, or a mix of new and redevelopment? ❑ New development ❑ Redevelopment ® Mix of New Development and Redevelopment swcheck•04/01/08 Stormwater Report Checklist•Page 2 of 8 Massachusetts Department of Environmental Protection i Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) LID Measures: Stormwater Standards require LID measures to be considered. Document what environmentally sensitive design and LID Techniques were considered during the planning and design of the project: ® No disturbance to any Wetland Resource Areas ❑ Site Design Practices(e.g. clustered development, reduced frontage setbacks) ❑ Reduced Impervious Area (Redevelopment Only) ® Minimizing disturbance to existing trees and shrubs ❑ LID Site Design Credit Requested: ❑ Credit 1 ❑ Credit 2 ❑ Credit 3 ❑ Use of"count drainage"versus curb and utter conveyance and pipe "country , , Y ❑ Bioretention Cells (includes Rain Gardens) ❑ Constructed Stormwater Wetlands (includes Gravel Wetlands designs) ❑ Treebox Filter ❑ Water Quality Swale ❑ Grass Channel ❑ Green Roof ❑ Other(describe): Standard 1: No New Untreated Discharges ® No new untreated discharges ❑ Outlets have been designed so there is no erosion or scour to wetlands and waters of the Commonwealth ❑ Supporting calculations specified in Volume 3 of the Massachusetts Stormwater Handbook included. swcheck•04/01/08 Stormwater Report Checklist•Page 3 of 8 w Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 2: Peak Rate Attenuation ❑ Standard 2 waiver requested because the project is located in land subject to coastal storm flowage and stormwater discharge is to a wetland subject to coastal flooding. ® Evaluation provided to determine whether off-site flooding increases during the 100-year 24-hour storm. ® Calculations provided to show that post-development peak discharge rates do not exceed pre- development rates for the 2-year and 10-year 24-hour storms. If evaluation shows that off-site flooding increases during the 100-year 24-hour storm, calculations are also provided to show that post-development peak discharge rates do not exceed pre-development rates for the 100-year 24- hour storm. Standard 3:Recharge ❑ Soil Analysis provided. ® Required Recharge Volume calculation provided. ❑ Required Recharge volume reduced through use of the LID site Design Credits. ® Sizing the infiltration, BMPs is based on the following method: Check the method used. ® Static ❑ Simple Dynamic ❑ Dynamic Field' ® Runoff from all impervious areas at the site discharging to the infiltration BMP. ❑ Runoff from all impervious areas at the site is not discharging to the infiltration BMP and calculations are provided showing that the drainage area contributing runoff to the infiltration BMPs is sufficient to generate the required recharge volume. ® Recharge BMPs have been sized to infiltrate the Required Recharge Volume. ® Recharge BMPs have been sized to infiltrate the Required Recharge Volume only to the maximum extent practicable for the following reason: ❑ Site is comprised solely of C and D soils and/or bedrock at the land surface ❑ M.G.L. c. 21E sites pursuant to 310 CMR 40.0000 ❑ Solid Waste Landfill pursuant to 310 CMR 19.000 ® Project is otherwise subject to Stormwater Management Standards only to the maximum extent practicable. ® Calculations showing that the infiltration BMPs will drain in 72 hours are provided. ❑ Property includes a M.G.L. c. 21E site ora solid waste landfill and a mounding analysis is included. ' 80%TSS removal is required prior to discharge to infiltration BMP if Dynamic Field method is used. swcheck-04/01/08 Stormwater Report Checklist•Page 4 of 8 , k Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 3: Recharge(continued) ❑ The infiltration BMP is used to attenuate peak flows during storms greater than or equal to the 10- year 24-hour storm and separation to seasonal high groundwater is less than 4 feet and a mounding analysis is provided. ❑ Documentation is provided showing that infiltration BMPs do not adversely impact nearby wetland resource areas. Standard 4: Water Quality The Long-Term Pollution Prevention Plan typically includes the following: • Good housekeeping practices; • Provisions for storing materials and waste products inside or under cover; • Vehicle washing controls; • Requirements for routine inspections and maintenance of stormwater BMPs; • Spill prevention and response plans; • Provisions for maintenance of lawns, gardens, and other landscaped areas; • Requirements for storage and use of fertilizers, herbicides, and pesticides; • Pet waste management provisions; • Provisions for operation and management of septic systems; • Provisions for solid waste management; • Snow disposal and plowing plans relative to Wetland Resource Areas; • Winter Road Salt and/or Sand Use and Storage restrictions; • Street sweeping schedules; • Provisions for prevention of illicit discharges to the stormwater management system; • Documentation that Stormwater BMPs are designed to provide for shutdown and containment in the event of a spill or discharges to or near critical areas or from LUHPPL; • Training for staff or personnel involved with implementing Long-Term Pollution Prevention Plan; • List of Emergency contacts for implementing Long-Term Pollution Prevention Plan. ® A Long-Term Pollution Prevention Plan is attached to Stormwater Report and is included as an attachment to the Wetlands Notice of Intent. ❑ Treatment BMPs subject to the 44%TSS removal pretreatment requirement and the one inch rule for calculating the water quality volume are included, and discharge: ❑ is within the Zone II or Interim Wellhead Protection Area ❑ is near or to other critical areas ❑ is within soils with a rapid infiltration rate(greater than 2.4 inches per hour) ❑ involves runoff from land uses with higher potential pollutant loads. ❑ The Required Water Quality Volume is reduced through use of the LID site Design Credits. ❑ Calculations documenting that the treatment train meets the 80%TSS removal requirement and, if applicable, the 44%TSS removal pretreatment requirement, are provided. swcheck•04/01/08 Stormwater Report Checklist•Page 5 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 4:Water Quality(continued) ® The BMP is sized (and calculations provided) based on: ® The '/"or 1"Water Quality Volume or ❑ The equivalent flow rate associated with the Water Quality Volume and documentation is provided showing that the BMP treats the required water quality volume. ® The applicant proposes to use proprietary BMPs, and documentation supporting use of proprietary BMP and proposed TSS removal rate is provided. This documentation may be in the form of the propriety BMP checklist found in Volume 2, Chapter 4 of the Massachusetts Stormwater Handbook and submitting copies of the TARP Report, STEP Report, and/or other third party studies verifying performance of the proprietary BMPs. ❑ A TMDL exists that indicates a need to reduce pollutants other than TSS and documentation showing that the BMPs selected are consistent with the TMDL is provided. Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) ❑ The NPDES Multi-Sector General Permit covers the land use and the Stormwater Pollution Prevention Plan (SWPPP) has been included with the Stormwater Report. ❑ The NPDES Multi-Sector General Permit covers the land use and the SWPPP will be submitted prior to the discharge of stormwater to the post-construction stormwater BMPs. ❑ The NPDES Multi-Sector General Permit does not cover the land use. ❑ LUHPPLs are located at the site and industry specific source control and pollution prevention measures have been proposed to reduce or eliminate the exposure of LUHPPLs to rain, snow, snow melt and runoff, and been included in the long term Pollution Prevention Plan. ❑ All exposure has been eliminated. ❑ All exposure has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. ❑ The LUHPPL has the potential to generate runoff with moderate to higher concentrations of oil and grease(e.g. all parking lots with >1000 vehicle trips per day) and the treatment train includes an oil grit separator, a filtering bioretention area, a sand filter or equivalent. Standard 6: Critical Areas ❑ The discharge is near or to a critical area and the treatment train includes only BMPs that MassDEP has approved for stormwater discharges to or near that particular class of critical area. ❑ Critical areas and BMPs are identified in the Stormwater Report. swcheck•04.101108 Stormwater Report Checklist-Page 6 of 8 Massachusetts Department of Environmental Protection i Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable ® The project is subject to the Stormwater Management Standards only to the maximum Extent Practicable as a: ❑ Limited Project ❑ Small Residential Projects: 5-9 single family houses or 5-9 units in a multi-family development provided there is no discharge that may potentially affect a critical area. ❑ Small Residential Projects: 2-4 single family houses or 2-4 units in a multi-family development with a discharge to a critical area ❑ Marina and/or boatyard provided the hull painting, service and maintenance areas are protected from exposure to rain, snow, snow melt and runoff ❑ Bike Path and/or Foot Path ❑ Redevelopment Project Z Redevelopment portion of mix of new and redevelopment. ❑ Certain standards are not fully met(Standard No. 1, 8, 9, and 10 must always be fully met) and an explanation of why these standards are not met is contained in the Stormwater Report. ® The project involves redevelopment and a description of all measures that have been taken to improve existing conditions is provided in the Stormwater Report. The redevelopment checklist found in Volume 2 Chapter 3 of the Massachusetts Stormwater Handbook may be used to document that the proposed stormwater management system (a) complies with Standards 2, 3 and the pretreatment and structural BMP requirements of Standards 4-6 to the maximum extent practicable and (b) improves existing conditions. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan must include the following information: • Narrative; • Construction Period Operation and Maintenance Plan; • Names of Persons or Entity Responsible for Plan Compliance; • Construction Period Pollution Prevention Measures; • Erosion and Sedimentation Control Plan Drawings; • Detail drawings and specifications for erosion control BMPs, including sizing calculations; • Vegetation Planning; • Site Development Plan; • Construction Sequencing Plan; • Sequencing of Erosion and Sedimentation Controls; • Operation and Maintenance of Erosion and Sedimentation Controls; • Inspection Schedule; • Maintenance Schedule; • Inspection and Maintenance Log Form. ❑ A Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan containing the information set forth above has been included in the Stormwater Report. swcheck•04/01/08 Stormwater Report Checklist•Page 7 of 8 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Program Checklist for Stormwater Report Checklist (continued) Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control (continued) ❑ The project is highly complex and information is included in the Stormwater Report that explains why it is not possible to submit the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan with the application. A Construction Period Pollution Prevention and Erosion and Sedimentation Control has not been included in the Stormwater Report but will be submitted before land disturbance begins. ® The project is not covered by a NPDES Construction General Permit. ❑ The project is covered by a NPDES Construction General Permit and a copy of the SWPPP is in the Stormwater Report. ❑ The project is covered by a NPDES Construction General Permit but no SWPPP been submitted. The SWPPP will be submitted BEFORE land disturbance begins. Standard 9: Operation and Maintenance Plan ® The Post Construction Operation and Maintenance Plan is included in the Stormwater Report and includes the following information: ® Name of the stormwater management system owners; ® Party responsible for operation and maintenance; ® Schedule for implementation of routine and non-routine maintenance tasks; ® Plan showing the location of all stormwater BMPs maintenance access areas; ® Description and delineation of public safety features; ® Estimated operation and maintenance budget; and ® Operation and Maintenance Log Form. ❑ The responsible party is not the owner of the parcel where the BMP is located and the Stormwater Report includes the following submissions: ❑ A copy of the legal instrument(deed, homeowner's association, utility trust or other legal entity) that establishes the terms of and legal responsibility for the operation and maintenance of the project site stormwater BMPs; ❑ A plan and easement deed that allows site access for the legal entity to operate and maintain BMP functions. Standard 10: Prohibition of Illicit Discharges ❑ The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges; ® An Illicit Discharge Compliance Statement is attached; ❑ NO Illicit Discharge Compliance Statement is attached but will be submitted prior to the discharge of any stormwater to post-construction BMPs. swcheck•04/01/08 Stormwater Report Checklist•Page 8 of 8 Stormwater Operation and Maintenance Plan and Illicit Discharge Statement Proposed Reconstruction and Expansion to the Existing Parking Area for Bank of America 154 Main Street, North Andover, MA 01845 Stormwater Management System's Owner:Bank of America System Owner's Address: 154 Main Street, North Andover, MA 01845 Party responsible for Operations and Maintenance: Bank of America It is most important for a drainage system to be maintained in order for it to work properly. The following is an Operation and Maintenance plan to upkeep the existing non-structural and structural best performance practices as outlined in the Massachusetts Department of Environmental Protection's Stormwater Management Policy. Operation and Maintenance Plan During Construction: Sediment and Erosion Control A silt fence shall be installed along a section of the proposed work as shown in the Notice of Intent Plan submitted to the Conservation Commission. Catch basins shall be protected from siltation via the use of haybales. Infiltration Bed Per MA DEP Stormwater Guidelines the following work shall be done to stabilize the site prior to installing the subsurface structures: Do not allow runoff from any disturbed areas on the site to flow to the subsurface structures. Rope off the area where the subsurface structures are to be placed. Accomplish any required excavation with equipment placed just outside the area. If the size of the area intended for exfiltration is too large to accommodate this approach, use trucks with low-pressure tires to minimize compaction. Do not allow any other vehicles within the area to be excavated. Keep the area above and immediately surrounding the subsurface system roped off to all construction vehicles until the final top surface is installed. At no time shall the area for the infiltration system be used as a temporary sediment basin. Stockpiles shall be placed away from the subsurface infiltration system and sedimentation fences shall be placed around the perimeter of the infiltration area to prevent the accumulation of sediment within the native soils. Operation and Maintenance Plan After Construction: Deep Sump Catch Basin Cleaning I nspect or clean deep sump basins at least four times per year and at the end of the foliage and snow removal seasons. Sediments must also be removed four times per year or whenever the depth of the deposits is greater than or equal to one half the depth from the bottom to the invert of the lowest pipe in the basin. Vacuum trucks are preferable in the removal of the sediment. , l All catch basins shall be cleaned and inspected in late winter or early spring after the snow melts. Inspections should include the frame and grate, pipe, and structure itself for damage and/or repair. Stormfiiter Unit: Inspect and clean inlets as necessary after every major storm. At a minimum, inspect the oil grit separator monthly and clean it out twice per year. Polluted water or sediments removed from the oil/grit separator shall be disposed of in accordance with all applicable local, state and federal laws and regulations. Subsurface Infiltration System: Inspect inlets at least twice a year. Remove any debris or sediment that may be clogging the system. Pipes and Drainage Manhole r addition inspecting the drain Inspect or clean the drainage manhole at least twice per year. In add tion to pec g manhole, all pipe inlets and outlets shall be inspected to ensure that they are free of all obstructions and that all required hoods are intact. Parking Lot Sweeping The parking lot area shall be swept a minimum of 2 times per year. Illicit Discharges: At no time will the owner or any other individual utilize the stormwater management system for any purpose other than its intended use. The stormwater management system as shown on the attached site plan at no time shall receive discharges other than stormwater, this includes "water water discharges and discharges of stormwater contaminated by contact with process wastes, raw materials, raw materials, toxic pollutants, hazardous substances, oil or grease." SECTION V FIGURES 9 RL T k r n ST i a t , z r w a I zxx " -. -40 e � e a' t� € �� ,��. s x �r! ��#, s 'fit •'� #; .: s i �? i §t .� �:. - ••� Yt}i `.6 R 1 I``� tl •R '[ 3Y i Y s,F LB 1�VF ! A'W— i :2§i! # ! : i a +k t M a{ 5 x. i#sT i ea e a ief t'A E t}�'€` � 3 ;�H 6"$ §1 � 4➢ �it •� F f i €: 3 - v `x i� �.mm; :.:di:_ x �r� �s,� i � a` G� - ■ �'s as ,s# ;} r:, �� a �. a. # � v I- �' USGS LOCUS PLAN - 154 MAIN STREET, NORTH ANDOVER MA 01845 DRAWING NO. CAYANARO CONSULTING PREPARED FOR: PROJECT No. : 8082 LOC 687 MAIN STREET CB RICHARD ELLIS DATE: 09/11/08 P.O.BOX 5175 NORWEU-,MASSACHUSETTS 02061 1075 MAIN STREET DRAWN BY t MGJ SHEET No. , OF , PHONE: 8187 WALTHAM,MA 02451 CHECKED BY: JCC FlLENAME: FAX:781.659.1.659.81186 r10062W.9\L0CULa+9 ZONE X 0 N C Q- _z m APPROXIMATE SCALE l' 0 FEET �� ABANDONED 400 an RAILROAD BRIDGE .� 50 o _ Qw 0 ® NATIONAL FLOOD INSURANCE PROGRAM M JETSUTTON Pond �. POND ti Dam FIRM e AccE ° ROOD INSURANCE RATE MAP � ��, TOWN OF NORTH ANDOVER, MASSACHUSETTS` WC ESSEX COUNTY LU PANEL 3 OF 15 co (SEE MAP INDEX FOR PANELS NOT PRINTED) LIMIT OF FLOODWAY PANEL LOCA710N c COMMUNITY-PANEL NUMBER s,X 250098 0003 C MAP REVISED: T JUNE 2, 1993 FederalEtnezgency Management Agency Q (/r This is an official copy of a portion of the above referenced flood map. It `v was extracted using F-MIT On-Line. This map does not reflect changes V or amendments which may have been Made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov Map Output Page 1 of 1 DEP Priority Resource Ma 71 Zone ns °uV#'As } } } } } 1� Gt�tf Zone A '. ACECs ,1 }. }" } } �;• Kr �' `` 3 Sols Saume Muifem Solid waste Landfill f } } } 'P . ,s� • S11 ILLS f+ "s a ?r©fected Openspace 14 1 t ¢ I } }., } 7 , } . NHESP Estimated Habitat } } Fes} } I•„ .}; } }.:�} } ��' } of ftaTe kWaiia in t; ; Wetland Aofeas # fit. 1 �� Certified Velmal Pock } } t � 2003s • • Scxrrca OND -f SubbarWns 0/Major Basins 4: } r+ 1,e�cWn Arcs ;+�003#3e�jfon County .b � _,,._ ipx r— FIT e4` _ ` 't Boundaries AgUifets,By Yield FM 31JG*i YIELD MEDIUM YIELD Y i': VNim Potential Drinking Water Source Area Fr=�. ' — ►E9nodp3a3nS N _ 103Ytktat.00 .nN NO/M NO NHydtogtapby r •, = �' - LASS : tLATS.StV{3AL8 SAALTWATMWIETILMICIS XV ? RWars,and Sireans V 44T MITT +IT /%/Sfiofle-44E /*/MAN MADE SHORE , DAM f� AOUEDUCT cY� rz EUT-UTP Roads ..• '� ':. , ,, UUfTea AC£,E'SS H1GHWAY MULT1i.A%ENVYY,N0T 1 LWITED ” - �3 t THza� tiwv DOVER I A�IA3€71R�ES?ae�'•CC7k..EEGT€SR MINOR D'YaWiI Y �fm **ur'4, i a C�•' (DU'E:``�"...... f _ ryf RAA1§" STREET flW..4t6A41. rac ntl Ttaft i TRAIL TRAfle� Wo ••*��` �`�'.- ",. �,. `� � -,�..._. _�..,.,,.._-.....3DT*"5' ranlon dares A„ -Y ,}C't A"" TRAIN Nall .�: •�: ` F'.. QA7tns .rf` P%Ann SECTION VI ABUTTERS LIST Abutter to AbutterBuildin Dept.( ) g ep ( ) Conservation ( ) Zoning ( ) Town of North Andover Abutters Listing REQUIREMENT: MGL 40A,Section 11 states in part"Parties in Interest as used in this chapter shall mea abutters,owners of land directly oppositeon any public or private way,and abutters to three hundred (300)feet of the property line of the petitioner as they appear on the mos tax list,not withstanding that the land of any such owner is located in another city or tc board of the city or town,and the planning board of every abutting city or town." Subject Property: MAP PARCEL Name Address 41 33 Bank of America 154 Main Street,North Andover,MA 01845 Abutters Properties mail:101 N.TyronStreet,Charlotte,NC 28255 Man Parcel Name Address 41 24 Carol Ryan 21 Parish Lane,Boxford,MA 01921 41 25 Joanne Peters 12 Water Street,North Andover,MA 01845 41 26 Ramon Rodriguez 18 Water Street,North Andover,MA 01845 41 27 Richard Clermont,Sr. 22 Water Street,North Andover,MA 01845 41 28 Alexander Douglas 28 Water Street,North Andover,MA 01845 41 5 St.Gregorys 158 Main Street,North Andover,MA 01845 41 6 Roman Catholic Church 196 Main Street,North Andover,MA 01845 30 7 Cheryl Bartkiewicz 14 Second Street,North Andover,MA 01845 30 8 Cardinal Partners 84.11 Preston Road#850,Dallas,TX 75225 30 9 Rose Marie Barnes 159 Main Street,North Andover,MA 01845 30 10 Michael Foster 163 Main Street,North Andover,MA 01845 30 34 David MacGregor 161 Main Street,North Andover,MA 01845 30 2 Olympia Realty Trust P.O.Box 548,North Andover,MA 01845 30 1 Jane Diperri 21 Wellington Road,Winchester,MA 01890-0051 30 3 Anne Marie Papadopulos 11 Second Street,North Andover,MA 01845 30 41 Allen Lappas 105 Leslie Road,Waltham,MA 02451 30 36 June Thornton 22 School Street,North Andover,MA 01845 30 32 James P.Realty Trust 200 Bridle Path,North Andover,MA 01845 29 34&35 Town of North Andover 120 Main Street,North Andover,MA 01845 29 38 Rack Realty LLC 91 Hampstead Street,North Andover,MA 01845 29 36&37 Richard Lentini 56 Neck Road,Ward Hill,MA 01830 30 11.1A Roberta McCollum P.O.Box 2321,Methuen,MA 01844 30 11.18 Ronald Pollone 187 MainStreet,North Andover,MA 01845 30 11.12A Carol Seubert 187#2 Main Street,North Andover,MA 01845 30 11.28 Anna Apkarian 154 High Street,North Andover,MA 01845 30 11.3A Barbara Raynes 173#3 Main Street,North Andover,MA 01845 30 11.3B D'alessandro Realty Trust 142 Berkley Road,North Andover,MA 01845 30 11.4A&4B Charles Papalia 61 Coachmans Lane,North Andover,MA 01845 30 11.5A Laura Maclellian 173#5 Main Street,North Andover,MA 01845 30 11.5B Paul Merrigan 175#5 Main Street,North Andover,MA 01845 30 11.6A Megan Nickerson 173#6 Main Street,North Andover,MA 01845 30 11.68 Kristen Sullivan 175#6 Main Street,North Andover,MA 01845 30 11.7A Nelinda Decola 173#7 Main Street,North Andover,MA 01845 30 11.78 Ruth Ann Smith 175#7 Main Street,North Andover,MA 01845 30 11.8A Kathleen Schruender 173#8 Main Street,North Andover,MA 01845 30 11.88 Carolyn Phillips 175#8 Main Street,North Andover,MA 01845 30 11.9B Sandra Goodwin 175#9 Main Street,North Andover,MA 01845 30 11.10B Robert Morin 175#10 Main Street,North Andover,MA 01845 30 11.116 Duy Vo 175#11 Main Street,North Andover,MA 01845 30 11.12B Gail Holleran 175#12 Main Street,North Andover,MA 01845 Pagel of 3 This certifies that the names apps ring on the records of the Assessors fice as Of ,p Certified by: Date 0 Sheetl Parcel ID Owner Street# Strom Unit# Owner Town State Owner Mail Address 210/040.0.0004-0001.G PENNINGTON,ROGER 148 MAIN STREET 1G NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.D-0004.0002.G STERN,GEORGE B 148 MAIN STREET 2G HAVERHILL MA 01835 17 PARKRIDGE ROAD 210104O.OA004-01WO DEVITO NANCY 148 MAIN STREET 0101 NORTH ANDOVER MA 01845 148 MAIN STREET#0-101 210/040.0-0004-0102.0 BELLOFATTO NICHOLAS 148 MAIN STREET 0102 NORTH ANDOVER MA 01845 148 MAIN STREET 0102 2101040.0.0004-0103.0 VENTURA ANNA MARIE 148 MAIN STREET 0103 NORTH ANDOVER MA 01845 148 MAIN STREET#0103 210/040.0.0004.0104.0 TOWSE ROBERT&MARY JANE 148 MAIN STREET 0104 NORTH ANDOVER MA 01845 148 MAIN STREET#0104 210/040.0.0004-0105A FREDO,ROBERT F 148 MAIN STREET A105 NORTH ANDOVER MA 01845 148 MAIN STREET#Al05 210/040.0•0004-0108.A ROSENBERG,ZENA 148 MAIN STREET A706 NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.0.0004-0107A BOWMAN,WILLIAM G. 148 MAIN STREET A107 NORTH ANDOVER MA 01845 148 MAIN STREET#Al07 210/040.0.0004.0108.A SIDABRAS,CAROL 148 MAIN STREET A7D8 NORTH ANDOVER MA 07845 148 MAIN STREET SAI 08 210/040.0-0004.0121.K FARIA,LINDA J 148 MAIN STREET K 121 NORTH ANDOVER AAA 01845 148 MAIN STREET K121 210/040.0-0004-0122.K COTTER STEPHEN&DELUCA.ROSE 148 MAIN STREET K122 NORTH ANDOVER MA 01845 148 MAIN STREET#K122 210/040.0.01)04-0123.1( LIVINGSTON,ROBERT E 148 MAIN STREET K123 NORTH ANDOVER MA 01845 148 MAIN STREET K123 210/040.0-0004-0124.K DEERING JOSEPH A 148 MAIN STREET KI-24 NORTH ANDOVER MA 01845 148 MAIN STREET#K124 2101040.U-0004.0125.K MARSHALL,EDWARD S 148 MAIN STREET K125 NORTH ANDOVER MA 01845 148 MAIN STREET K125 210/040.0-0004-0126.5 DWYER,ISABELLE V 148 MAIN STREET S126 NORTH ANDOVER MA 01845 148 MAIN STREET S-126 210/040.0-0004.012T5 HMURCIAK MARY A 148 MAIN STREET S127 NORTH ANDOVER MA 01845 148 MAIN STREET$127 2101040.0.0004-0128.S DONOVAN-KING REALTY TRUST 148 MAIN STREET S128 NORTH ANDOVER MA 01845 148 MAIN STREET-Sl 28 210/040.0.0004.0129.5 CLARKE REALTY TRUST 148 MAIN STREET 5129 NORTH ANDOVER MA 01845 6 TIMBER LANE 210/040.0-0004.0130.S SIMON,DEBRA A. 148 MAIN STREET S130 NORTH ANDOVER MA 01845 115 CRICKET LANE 210/040.0-0004-0131.8 WEINERMAN,BEATRICE 148 MAIN STREET 8131 NORTH ANDOVER MA 01845 148 MAIN STREET A'8-131 210/040.0.0004.0132.8 OT3RIEN FAITH B 148 MAIN STREET B132 NORTH ANDOVER MA 01845 148 MAIN STREET#8132 210/040.0-0004-0133.8 VERNILE,DOMENIC 148 MAIN STREET 9133 NORTH ANDOVER MA 01845 148 MAIN STREET#B133 210/040.0.0004-0134.B LYONS 111,ARTHUR W 148 MAIN STREET 8134 ANDOVER MA 01810 167 LOWELL STREET 2101040.0.0004-0135.8 WAY MARY LIFE TENNANT 148 MAIN STREET 8735 NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.0-ODD4-0201.0 COOPER REALTY TRUST 148 MAIN STREET 0201 NORTH ANDOVER MA 01845 148 MAIN STREET 0-201 210/040.0.0004-0202.0 BARRY JR,JOHN G 148 MAIN STREET 0202 NORTH ANDOVER MA 01845 148 MAIN STREET#0.202 210/040.0.0004-0203.0 CHABOT,DONALD R 148 MAIN STREET0203 NORTH ANDOVER MA 01845 148 MAIN STREET 0-203 210/040.04004-0204.0 FRIEDMAN M GERALD 148 MAIN STREET 0204 NORTH ANDOVER MA 01845 1 148 MAIN STREET#0.204 2101040.40004.0205.0 PORTER,M ELEANOR 148 MAIN STREET 0205 NORTH ANDOVER MA 01845 1 148 MAIN STREET#0205 210!040.40004.0206.0 HAWLEY ALLAN X 148 MAIN STREET 0206 NORTH ANDOVER MA 01845 1 148 MAIN STREET#0206 210/040.400040207.0 KRAMER SUZANNE M 148 MAIN STREET 0207 NORTH ANDOVER MA 01845 148 MAIN STREET 0207 210/040.400040208.0 GAUDES FLORA 148 MAIN STREET 0208 NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.40004-0209.0 SISKIND MYNDA 148 MAIN STREET 0209 NORTH ANDOVER MA 01845 148 MAIN STREET#0209 210ro 210140.40004040.0-0004.0210.A O'BRIEN FRANCIS J 148 MAIN STREET A210 NORTH ANDOVER MA 01845 148 MAIN STREET#A210 0211.A MC GRAVEY JAMES A 148 MAIN STREET A211 NORTH ANDOVERI MA 01845 148 MAIN STREET#A211 210/04D.40004.0212.A GEORGE F HENDERSON IRREVOCAS 148 MAIN STREET A212 READING I MA 01867 75 PEARL STREET,APT 235 210/040.0.0004.0213.A EDITH ROSS REALTY TRUST 148 MAIN STREET A213 NORTH ANOQVER MA 07845 148 MAIN STREET#A273 210ro4D.400040214.A NOWLAN,JAMES P 148 MAIN STREET A214 NORTH ANDOVER MA 01845 148 MAIN STREET#A214 210/040.40004.0215.A BELIVEAU,LESLIE&VARNUM,MAR 148 MAIN STREET A215 NORTH ANDOVER MA 01845 148 MAIN STREET#A215 210ro40.0.0004.0216.A BURGIEL BEATRICE 748 MAIN STREET A216 NORTH ANDOVER MA 01845 148 MAIN STREET#A216 210/040.0.0004-021 TA PAPAPETROS THEODORE 148 MAIN STREET A217 NORTH ANDOVER MA 01845 148 MAIN STREET 217A 210/040.400D4.0218.A NADELL,THERESA 148 MAIN STREET A218 NORTH ANDOVER MA 01845 148 MAIN STREET 210I040.0.0004.0221.K LYLE MARJORIE 148 MAIN STREET K221 NORTH ANDOVER MA 01845 148 MAIN STREET K221 210/040.40D04.0222.K STRUMPFLER,FRANK R 148 MAIN STREET K222 NORTH ANDOVER MA 01845 148 MAIN STREET K222 210/040.0.0D04.0223.K O'SHEA,MICHAEL 148 MAIN STREET K223 NORTH ANDOVER MA 01845 148 MAIN STREET XK223 210/040.0.0004-0224.K COX,NANCY L 148 MAIN STREET K224 NORTH ANDOVERMA 01845 148 MAIN STREET 1(224 210/040.0.0004.0225.1( RICHARDS,CHARLES W 148 MAIN STREET K225 NORTH ANDOVER MA 01845 148 MAIN STREET 1002 4 2101040.0.0004-0228.5 WOODHOUSE,RUTH E. 148 MAIN STREET S226 NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.0.0004.0227.5 BOYLE LILLIAN NOWAK 148 MAIN STREET S227 NORTHANDOVER MA 01845 148 MAIN STREET 2275 210ro40.0.00040228.S KAITAR JR JOSEPH K 148 MAIN STREET S228 NORTH ANDOVER MA 01845 42 WEST WOODBRIDGE RAOD 210/040.0.0004-0229.S ROGERS,HOMER A 148 MAIN STREET S229 NORTH ANDOVER MA 01845 148 MAIN STREET S229 2101040.0.00D4.0200.S O'KEEFE DOROTHY M. 148 MAIN STREET S230 NORTH ANDOVER MA 01845 148 MAIN STREET 5.230 210/040.40004-0231.8 DRISCOLL,PATRICIA&FINN JOHN T 148MAIN STREET 8231 NORTH ANDOVER MA 01845 148 MAIN STREET OB-231 210/040.0.0004.0232.8 PARSONS STEVEN H 148 MAIN STREET 8232 NORTH ANDOVER MA 01845 148 MAIN STREET#8232 2107040.400040233.8 OANNAHY MAUREEN 148 MAIN STREET 8233 NORTH ANDOVER 1W 01845 148 MAIN STREET#B233 210/040.0.0004.0234.8 SUTTON POND REALIY TRUST148 MAIN STREET 8234 NORTH ANDOVER MA 01845 148 MAIN STREET#13234 210/040.0.0004.0235.6 KINNE-AR MADELINE 148 MAIN STREET 8235 NORTH ANDOVER MA 01845 148 MAINSTREET#6235 210/040.40004-0236.0 RILEY,NANCY A 148 MAIN STREET C236 NORTH ANDOVER MA 01845 148 MAIN STREET OC236 210/040.D-OD04.0237.0 EWING ELIZABETH E 148 MAIN STREET C237 NORTH ANDOVER MA 01845 148 MAIN STREET#0237 210/040.0-0004.0238.0 MARGOLIS,MICHAEL 148 MAIN STREET C238 NORTH ANDOVER MA 01845 148 MAIN STREET OC238 210/040.0.0004.0239.0 LAFOND WILLIAM F. 148 MAIN STREET C239 NORTH ANDOVER MA 01845 148 MAIN STREET U•C239 2101040.0-000"240.0 DANAHY CATHERINE E 148 MAIN STREET C240 NORTH ANDOVER MA 01845 148 MAIN STREET#0240 2101040.0-0004.0241.E STAUFFER DALE C. 148 MAIN STREET F241 NORTH ANDOVER MA 07845 748 MAIN STREET F247 270/040.0-0004-0242.E MARTINEZ,FRANCISCO J 148 MAIN STREET F242 NORTH ANDOVER MA 01845 148 MAIN STREET#F242 210/040.0-0004-0243.F FOSTER 243,148 MAIN STREET REAL 148 MAIN STREET F243 NORTH ANDOVER AAA 01845 148 MAIN STREET#F243 2101040.040004-0244.F FRITZLER FREDERIC J 148 MAIN STREET F244 NORTH ANDOVER MA 01845 148 MAIN STREET#F244 2101040.0-0004.0245.F SWEENEY PATRICIA A 148 MAIN STREET F245 NORTH ANDOVER MA 01845 148 MAIN STREET#F245 210/040.0.0004-0301.0 KIRMES LINDA 148 MAIN STREET 0301 NORTH ANDOVER MA 01845 148 MAIN STREET 210!940.0-M040302.0 80EGLION,PAULINE 148 MAIN STREET 0302 NORTH ANDOVER MA 01845 148 MAIN STREET#0302 2701040.0.0004.0303:0 MARY RUTH PELLETIER 148 MAIN STREET 0303 NORTH ANDOVER MA 01845 148 MAIN STREET#0303 210/040.0.00040304.0 MC MANUS,E JULIE 148 MAIN STREET 0304 NORTH ANDOVERI MA 01845 148 MAIN STREET#0-304 210/040.0-0OD4-0305.0 MC GUIRE,CAROL A 148 MAIN STREET 0305 NORTH ANDOVER MA 01845 148 MAIN STREET#0-305 210/040.0.0004-0308.0 MC MANUS E JULIE 148 MAIN STREET 0306 NORTH ANDOVERI MA 01845 148 MAIN STREET#0306 210/040.0-0004.030TA THE MANN FAMILY REALTY TRUST 148 MAIN STREET 3307 NORTH ANDOVER MA 01845 148 MAIN STREET#A307 210ro40.0-00D4.0308.A FARNHAM,BEVERLY P 148 MAIN STREET A308 NORTH ANDOVER MA 01845 148 MAIN STREET,UNIT A-308 210/040.0-0004-0309.A J.C.B.REALTY TRUST 148 MAIN STREET A309 NORTH ANDOVER MA 01845 148 MAIN STREET#A309. 2101040.0.0004-0370.A PARENOV ANNA 148 MAIN STREET A310 ANDOVER MA 01810 12 POLE HILL DRIVE 2101040.0-0004-0311.A PAQUIN MARY&BLIGH KLATHLEE 148 MAIN STREET A311 NORTH ANDOVER MA 01845 148 MAIN STREET AA311 210!040.0-0004.0312.A MURPHY,CARR 148 MAIN STREET A312 NORTH ANDOVER MA 01845 148 MAIN STREET A-312 210/040.0-00040313.A MC CARTHY,RITA 148 MAIN STREET A313 NORTH ANDOVER MA 01845 148 MAIN STREET#A313 210/040.0.0004-0314A DELANEY TR DONNA R 148 MAIN STREET A314 NORTH ANDOVER MA 01845 148 MAIN STREET#A314 210/040.0.000-0315.A FIYNN,JULIE A 148 MAIN STREET A315 NORTH AND MA 01845 148 MAIN STREET 2101040.0.0004-0321.K PROCTOR,JOAN M 148 MAIN STREET K321 NORTH ANDOVER MA 01845 PO BOX 901 210/040.400040322.1( NUGENT REALTY TRUST PATRICIA 148 MAIN STREET K322 WILMINGTON MA 01887 16 FAIRMONT AVENUE 2101040.0-0004-0323.K NOWHEY.ELEANOR M LT 148 MAIN STREET K323 NORTH ANDOVER MA 01845 148 MAIN STREET K323 210/040.0-0004-0324.K GOODS TRS,WILLIAM E&MARGIT R 148 MAIN STREET K324 NORTH ANDOVER MA 01845 148 MAIN STREET U-K324 210/040.0.0004.0325.K KSJ REALTY TRUST 148 MAIN STREET K325 NORTH ANDOVER MA_ 01845 160 PLEASANT STREET 210/040:0.0004-0326.5 CAMERON-HALL DONNA 148 MAIN STREET 5326 MEDFIELD MA 02052 338 NORTH STREET 210/040.40004.0327.5 MC CANN,SHIRLEY 148 MAIN STREET S327 NORTH ANDOVER MA 01845 148 MAIN STREET S327 21D1040.0-0004-0328.5 MALLEN,REBECCA 148 MAIN STREET S328 NORTH ANDOVER MA 01845 148 MAIN ST UNIT S-328 210/040.0.0004-0329.S SICARI FAMILY TRUST ROSE 148 MAIN STREET S329 NORTH ANDOVER MA 01845 148 MAIN STREET#S329 210!040.40004-0330.5 MILLER ESTHER 148 MAIN STREET 5330 PLAISTOW NH 03865 4 STONEBRIDGE DRIVE 210/040.0.0004-0331.8 BEHENNA JAMES F 148 MAIN STREET 8331 NORTH ANDOVER MA 01845 148 MAIN STREET#6331 210/040.0-0004.0332.8 - PANOS,MARIE 148 MAIN STREET 8332 NORTH ANDOVER MA 01845 148 MAIN STREET#8332 210/040.40004-0333.13 MILLER,MELANIE R 148 MAIN STREET 8333 NORTH ANDOVER MA 01845 148 MAIN STREET AW-333 210/040.0.0004-0335.8 HUGHES,LYNN 148 MAIN STREET B335 NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.40004-0336.0 FOUNTAIN TR RONALD A. 148 MAIN STREET C336 NORTH ANDOVER MA 01845 148 MAIN STREET#0336 210/040.40004-0337.0 GONCALVES,TERESA 148 MAIN STREET 0337 NORTH ANDOVER MA 01845 148 MAIN STREE #0337 210/040.0-0004-0338.0 DONAHUE MARYANN 148 MAIN STREET 0338 NORTH ANDOVER MA 01845 148 MAIN EET Page 1 ��j� Sheetl 210/040.0-0004-0339.0 - COREY,KAREN L 148 MAIN STREET C339 NORTH ANDOVER MA 01845 148 MAIN STREET C339 210/040.0-0004-0340.0 ANNINO,BRIAN 148 MAIN STREET C340 ANDOVER MA 01810 14 BELKNAP DRIVE 210/040.0-0004-0341.F MCGETTRICK,BRIAN M. 148 MAIN STREET -F341 NORTH ANDOVER MA 01845 148 MAIN STREET F341 2101040.0-0004.0342.F PALUMBO,LORRAINE P 148 MAIN STREET F342 NORTH ANDOVER MA 01845 148 MAIN STREET#1'342 210!040.0-0004-0343.E SPERANDIO,JANET E 148 MAIN STREET F343 NORTH ANDOVER MA 01845 148 MAIN STREET 343E 210/040.0-0004-0344.1' GOEBEL ALBERT A 148 MAIN STREET F344 NORTH ANDOVER MA 01845 148 MAIN STREET#F344 210/040.0-0004-0345.1' TOWSE,MARY L 148 MAIN STREET F345 NORTH ANDOVER MA 01845 148 MAIN STREET 345F 2101040.0.0004-0401.0 ROUHANI.SHIVA&BEHDAD SIAMA 148 MAIN STREET 0401 NORTH ANDOVER MA 01845 148 MAIN STREET#0-401 210/040.0-0004-0402.0 RYAN JOHN 148 MAIN STREET 0402 NORTH ANDOVER MA 01845 148 MAIN STREET#0402 210/040.0.0004-0403.0 LEVIS,--HG 148 MAIN STREET 0403 NORTH ANDOVER MA 01845 160 PLEASANT STREET 2101040.0-0004-0404.0 NEUBERT,ELAINE C 148 MAIN STREET 0404 NORTH ANDOVER--MA 01845 148 MAIN STREET#0404 210/040.0.0004-0405.0 NELSON.ERICA C&BOFFETTI A. 148 MAIN STREET 0405 NORTH ANDOVER MA 01845 148 MAIN STREET#0405 210/040.0-0004-0406.0 HOLT,KAREN P. 148 MAIN STREET 0406 NORTH-ANDOVERMA 01845 148 MAIN STREET#406 210/040.0-0004-0407,A SILBEY,ALFRED T 148 MAIN STREETA407 NORTH ANDOVER MA 01845 148 MAIN STREET#A407 210/040.0-0004-0408.A q-408 REALTY TRUST 148 MAIN STREET A408 NORTH ANDOVER MA 01845. 148 MAIN STREET#508A 210/040.0.0004-0409.A BLUMENREICH FAMILY TRUST 148 MAIN STREET A409 NORTH ANDOVER MA 01845 148 MAIN STREET#A409 210/040.0-00040410.A THE MARKEE FAMILY TRUST 148 MAINSTREET A410 NORTH ANDOVER MA 01845 148 MAIN STREET#A410 210/040.0-0004-0411.A BRUCE,LLOYD&BARBARA TRUSTE 148: MAIN STREET A411 TUCSON AZ 85715 7556 E PLACITA VISTA DEL BOSQUE 2101040.0-0004-0412.A THOMAS&JOSEPHINE COMPARATO 148 MAIN STREET A412 NORTH ANDOVER MA 01845 148 MAIN STREET#A412 210/040.0-0004-0413.A CARUSO,HAROLD A&PAULINE M L 148 MAIN STREET A413 NORTH ANDOVER MA 01845 148 MAIN STREET A413 2101040.0-0004-0414-A RULLO,FRANK J. 148 MAIN STREET A414 NORTH ANDOVER MA 01845 148 MAIN STREET#A141 2101040.0.0004.0415.A CURRERL PHYLLIS P 148 MAIN STREET A415 NORTH ANDOVER MA 01845 148 MAIN STREET#A415 210/040.0-00040427.1( JOHNSON JOYCE 148 MAIN STREET K421 NORTH ANDOVER MA 01845 148 MAIN STREET K421 210/040.0-0004-0422.K SAMIA,FRIEDA E LT 148 MAIN STREET K422 NORTH ANDOVER MA 01845 301 RALEIGH TAVERN LANE 210/040.0.0004-0423.1( MARSHALL,LYNDA A 148 MAIN STREETMS429 NORTH ANDOVER MA 01845 148 MAIN STREET K423 210/040.0-0004-0424.1( HATCH EUGENIA 148 MAIN STREETNORTH ANDOVER MA 01845 148 MAIN STREET K424 210/040.0-0004.0425.K KLAPES LINDA L 148 MAIN STREETNORTH ANDOVER MA 01845 148 MAIN STREET K425 210/040.0-0004-042&S HARRINGTON.BROOKE 148 MAIN STREETNORTH AN MA 01845 148 MAIN STREET 210/040.0.0004-0427.5 PALLADINO,ROSE M 148 MAIN STREETANDOVER MA 01810 77 SPRING GROVE ROAD 2101040.0.0004-0428.5 C/O BARBARA&DENNIS ROYAL 146 MAIN STREETLONDONDERRY NH 03053 24 HOLSTEIN AVENUE 210/040.0.0004-0429.5 GRIMLEY,PATRICIA B 148 MAIN STREETNORTH ANDOVER MA 01845 1d8 MAIN STREET 5429 270/040.0-0004-0430.5 NERISSA PARISI 148 MAIN STREETNORTH ANDOVER MA 01845 148 MAIN STREET S430 210/0400-0004.0437.8 BURKE,SHAWNP148 MAIN STREETNORTH ANDOVER MA 01845 148 MAIN STREET 8431 210/040.0.0004-0432.8 BOYD,GERALD F 148 MAIN STREET 8432 NORTH ANDOVER MA 01845 148 MAIN STREET#8432 210/040.0.0004-D433.B NORTON,NANCY P 148 MAIN STREET 8433 NORTH ANDOVER MA 01845 148 MAIN STREET#B433 2101040.0.0004.0434.8 CARD JEAN GF- 148 MAIN STREET 8434 NORTH ANDOVER MA 01845 148 MAIN STREET#8434 210/040.0.0004-0435.8 CARROLL.ROBERT 148 MAIN STREET B435 NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.0.0004-043SC MONAGHAN,TIMOTHY 1 148 MAIN STREET C436 NORTH ANDOVER MA 01845 148 MAIN STREET C436 210/040.0.0004-0437.0 WA LSH JOHN J 148 MAIN STREET C437 NORTH ANDOVER--MA 01845 58 PADDOCK LANE 210/040.0-0004-0438.0 C438 REALTY TRUST 148 MAIN STREET 0438 NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.0.0004-0439.0 DUNN,JAMES G 148 MAIN STREET C439 NORTH ANDOVER MA 01845 148 MAIN STREET#C439 210/040.0.0004-0440.0 DOYLE,DONNA J 148 MAIN STREET C440 NORTH ANDOVER MA 01845 148 MAIN STREET C440 T10/040 0-0004-0441-F JEZIERSKI ADELE P.LT 148 MAIN STREET F441 NORTH ANDOVER MA 01845 148 MAIN STREET#F441 2101040.0.0004-0442.F A.M.GUERRERA REALTY TRUST 148 MAIN STREET F442 ANDOVER MA01810 6 BLUEBERRY HILL ROAD 210/040.0-0004-0443.F ROUTHIER ANNELLE E 148 MAIN STREET F443 NORTH ANDOVER MA 01845 148 MAIN STREET F443 2101040.0-0004-0444.F MCGUIRE,JAMES A&SHIRLEY C 148 MAIN STREET F444. NORTH ANDOVER MA 01845 148 MAIN STREET F444 210/040.0.0004-0445.F BERNARD,BRENDA E 148 MAIN STREET F445 NORTH ANDOVER MA 01845 148 MAIN STREET F445 210/040.0.0004-0501.0 FARAHMAND,ARYA 148 MAIN STREET 0501 NORTH ANDOVER MA 01845 148 MAIN STREET#0501 210/040.0-0004-0502.0 PACHOLSKI,KIMBERLY 148 MAIN STREET 0502 NORTH ANDOVER MA 01845 148 MAIN STREET#0502 210/040.0.0004-0503.0 FEH NOMINEE TRUST 148 MAIN STREET 0503 WESTFORD MA 01886 24 STONE RIDGE ROAD 210/040.0.0004.0504.0 ARVIDSON KRISTEN 148 MAIN STREET 0504 NORTH ANDOVER MA 01845 148 MAIN STREET 210/040.0.0004-0505.0 HILSE,WILLIAM G 148 MAIN STREET 0505 NORTH ANDOVER MA 01845 148 MAIN STREET#0505 210/040.0.0004-0506.0 ROGERS JR RICHARD C 148 MAIN STREET 0506 NORTH ANDOVER MA 01845 148 MAIN STREET#0506 2101040.0-0004-0507.A YORK,SHE M 148 MAIN STREET A507 NORTH ANDOVER MA 01845 148 MAIN STREET#A507 210/040.0.0004-0508.A A-508 REALTY TRUST 148 MAIN STREET A508 NORTH ANDOVER MA 01845 148 MAIN STREET A508 2101040.0.0004-0509.A HILSE,JEAN M LT 148 MAIN STREET A509 NORTH ANDOVER MA 01645 148 MAIN STREET#A509 210/040.0.0004-05t0.A BEHRAVESH,MAJID 148 MAIN STREET A510 ANDOVER MA 01810 108 WASHINGTON PARK U-8 2101040.0-0004-0511.A MORIARTY.DONALD W 148 MAIN STREET A511 NORTH ANDOVER MA 01845 148 MAIN STREET#A511 2101040.0.0004-0512.A CHRISTINE V SHEEHY TRUST 148 MAIN STREET A512 INORTHANDOVER MA 01845 148 MAIN STREET#A512 210/0 40.0-0004.0513.A SCOTT,DONALD&SCOTT,HELENE 148 MAIN STREET A513 NORTH ANDOVER MA - 01845 148 MAIN STREET#A513 210/040.0-0004.051CA WOODWORTH.BARBARA W LT 148 MAIN STREET A514 NORTH ANDOVER MA 01845 148 MAIN STREET#A514 210I040.0.0004.0515.A DOHERTY,FRANCES M 148 MAIN STREET A515 NORTH ANDOVER MA 01845 148 MAIN STREET#A515 210/040.0.0004-0521.1( BUCK REALTY TRUST 148 MAIN STREET K521 NORTH ANDOVER MA 01845 1 148 MAIN STREET 210/040.0.0004.0522.K CHADHA SONIA 148 MAIN STREET K522 MORRIS PLAINS NJ 07950 1625 STATE ROUTE 10 2101040.0-0004-0523.1( CHARLES&KAREN GUZELIAN148 MAIN STREET K523 WEST NEWBURY MA 01985 6 RIVERCREST DRIVE 210/040.0-0004.0524,K THE SWAN FAMILY REALTY TRUST 148 MAIN STREET K524 NORTH ANDOVER MA 01845 148 MAIN STREET#1(524 210/040.0-0004-0525.K LEVIS JOSEPH 148 MAIN STREET K525 ANDOVER MA 01810 167 LOWELL STREET 270/040.0.0004-0526.S CARDILLO,LEANNE J 148 MAIN STREET 5626 NORTH ANDOVER MA 01845 148 MAIN STREET 5526 2101040.0.0004-0527.S LAPORTE CAROL 148 MAIN STREET S627 NORTH ANDOVER MA 01845 148 MAIN STREET 5527 2101040,)-0004-0528.S SHAMUS SANDRA J 148 MAIN STREET S528 NORTH ANDOVER MA 01845 148 MAIN STREET#S528 210/040,0-0004-0529.S EMILY GRASSO TRUSTEE 148 MAIN STREET S529 NORTH ANDOVER MA 01845 148 MAIN STREET$529 210/040.0.0004-0530.5 KELLY,JEAN E 148 MAIN STREET S530 NORTH ANDOVER MA 01845 148 MAIN STREET S530 210/0440.0004-0531.8 VINCENT,MARK 148 1 MAIN STREET 8531 NORTH ANDOVER MA 01845 4 LACY STREET 270/040.0-0004-0532.8 BERGAN TERESA A 148 MAIN STREET B532 NORTH ANDOVER MA 01845 148 MAIN STREET B-532 210/040.0-0004-0533.8 ARSENAULT IRR EV TRUST,ALFRED 148 MAIN STREET B533 NORTH ANDOVER MA 01845 148 MAIN STREET#13533 210/040.0-0004-0534,B PAROW,.HELEN E LT 148 MAIN STREET 8534 NORTH ANDOVER MA 01845 148 MAIN STREET#B534 210/040.0.0004-0535.8 PECCI,STEVEN P 148 MAIN STREET 8535 NORTH ANDOVER MA 01845 148 MAIN STREET B535 270/0440.0004-0536.0 SLATTERY,WAYNE&PAULA 148 MAIN STREET C536 I HAMPTON NH 03842 1024 OCEAN BLVD 210/040,0.0004-0537.0 FARIA COLMAN C 148 MAIN STREET C537 I NORTH ANDOVER MA 01845 148 MAIN STREET C537 270/D40,0-0004-0538.0 YALOFF FAYE P 148 MAIN STREET C538 NORTH ANDOVER MA 01845 148 MAIN STREET#0538 210/040.0.0004-0539.0 WILLIS,JOAN 148 MAIN STREET C539 INORTHANDOVER MA 01845 148 MAIN STREET#C539 210/040.0.0004-0540.0 SUHR,BARBARA K I 148 MAIN STREET C540 NORTH ANDOVER MA 01845 148 MAIN STREET C540 210/040.0-0004-0541.F FENTON,FREDERICK,&MARGARET 148 MAIN STREET F541 ANDOVER MA 01810 69 CROSS STREET 210/040.0-0004-0542.F KWONG BRANDI �Nl,4 8 MAIN STREET F542 NORTH ANDOVER MA 01845 148 MAIN STREET F542 210/040.0-0004-0543.E DWVER,GERALDINE M.MAU8 MAIN STREET 1'543 NORTH ANDOVER MA 01845 148 MAIN STREET APT 1'543 210/040.0-0004-0544 F WESTON CANDICE A8 MAIN STREET F544 NORTH ANDOVER MA 01845 148 MAIN STREET F544 210/040.0-0004-0545.E DEVINE,LISA8 MAIN STREET F545 NORTH ANDOVER MA 01845 148 MAIN STREET 545E 210/040.0-0004-0334.8 KEEGAN SHIRLEY TR 148 MAIN STREET 8334 NORTH ANDOVERI MA 01845 148 MAIN STREET#8334 This certifies that the names a acing on the records of the Ass ssor MC@ 8S Of ,0 Certified by: Deba �� Page 2 SECTION V/l ADDITIONAL INFORMATION t � Plans Included in Notice of Intent: "Existing Conditions Plan" 154 Main Street North Andover,MA 01845 Pagel of 2 "Site Plan" 154 Main Street North Andover,MA 01845 Page 2 of 2 Locus: 154 Main Street North Andover,MA 01845 Prepared by: Cavanaro Consulting P.O.Box 5175 Norwell,MA 02061 Dated: 09/11/08 Owner of Record: Bank of America Attn: Corporate Real Estate Assessments 101 N.Tryon Street Charlotte,N.C.28255 Additional Information Included: • WPA Form 3-Notice of Intent • Project Narrative • Payment Fee Form • Stormwater Management Form/Stormwater Operation and Maintenance Plan • USGS Locus Map • FIRM Flood Map • Certified Abutters List • Drainage Calculations with Sketches • Project Plans a WETLAND SUMMARY FORM GENERAL SITE INFORMATION DATE: 8/5/08 SITE: 154 Main Street--N. Andover,MA WETLAND TYPE(BVW/NW): BVW WETLAND#(SERIES/FLAGS): WF-1 to WF-5 VEGETATION DATA(DOMINANT PLANTS) i WETLAND UPLAND Red Maple Poison Ivy Norway Maple Oriental Bittersweet Jewelweed Japanese Knotweed American Elm Virginia Creeper Sensitive Fern Multiflora Rose Phragmites Black Cherry STREAM DATA PERENNIAL ❑ FLOW DIRECTION DEPTH @ CENTER INTERMITTENT BANK WIDTH WATER.WIDTH FIELD SKETCH tj A.N !L COMMENTS ' -No defined bank associated with pond. -Significant fill slope down to pond with debris and trash dumping present. -The site is not located within an area of priority habitat of rare species according to MassGIS Estimated Habitat of Rare Species datalayer(2008). r , O L -. P s r 4 ACMUSE�9 APPLICATION CHECKLIST-Notice of Intent General Requirements-Wetland Protection ByLaw: Please check the following boxes indicating that you have read&now understand the applicable rule and/or re la *on: Y rection 178.2(page 2)-This section identifies the Town's wetland resource areas. section 178.4(page 3)-This section pertains to permit application types. (Note:All applications shall be accepted as complete before all permits,variances,and approvals required by the Bylaws of the Town ith respect to the proposed activity,at the time of such Notice,have been applied for or obtained"). LTJ Section 178.5 (page 4)-This section pertains to public hearings and the burden of proof placed on an /,,applicant. LI Section 178.8 (page 7) This section pertains to responsibility for compliance. General Requirements-Wetland Protection Regulations: ction 1.0. (page 2) -This section pertains to general provisions LYl Nine (9) copies of the Notice of Intent,plans and appurtenant data(including 2 original stamped and signed plans)must be delivered by hand,or by certified mail,and received by the NACC office at least ine(9)business days prior to the scheduled hearing. L( List of Abutters within 300' of the parcel(s)where work is proposed as certified b the Town Assessor's p ( ) p p Y ffice. (NOTE: This certified list shall not be more than 30 days old at the time of filing.) doNotification made to abutters b certified mail not less than seven 7 calendar days prior to the public y � ) f earing and proof of mailing presented at that hearing in the form of"white slips' or signed"green cards." EY Notification of public hearing made in the Lawrence Eagle Tribune at the applicant's expense not less than V"even(7) calendar days prior to the public hearing. North Andover Riverfront Maps" (Appendix B)examined to determine if activity or resource area is located within the designated 200-foot Riverfront Area. The most recent"Estimated Habitat of Rare Wetlands Wildlife Map &Certified Vernal Pools" map ublished by NHESP has been reviewed. M State Filing Fee sent to the DEP Lock Box. Town portion of state filing fee and the local Wetland Bylaw fee pas been included with this application(Section 1.4). 81/2" x 11" copy of the portion of the USGS topographic map depicting the project location has been included with this application. A written narrative description of the proposed project and potential impacts to all wetland resource areas has been included. Effective 70/7 1/06 1 � Y A description of observed valuable and/or unique wildlife habitat characteristics has been included. ❑ Where applicable,a"Wildlife Habitat Evaluation' performed by a qualified Wetland/Wildlife Biologist /'has been incl. (Section 6.2). lJ All resource area are p Y flags and associated numberingresent and easily readable in the field as of the date of this application. ❑ A Waiver Request Form(Appendix D),if applicable. ❑ An Alternatives Analysis (Section 5.0),if applicable. Stormwater Management Requirements(Section 7.0): The project is in compliance with the"Nine(9)North Andover/State Stormwater Standards." The"DEP Stormwater Management Form' has been submitted with the Notice of Intent and signed/stamped accordingly(Appendix H). Hydrologic/hydraulic calculations showing the full flow capacity and velocity of all water courses, open and only sometimes closed channels,and storm drains flowing into,on and out of the parcel,including engineering calculations for compensatory flood storage areas have been incl. (Refer to Section 7.0). Erosion&Sedimentation Control Requirements(Section 4.3) Narrative erosion controllan and/or report provided for an proposed alteration of wetland resource P Y areas,including the buffer zone. 94--onstruction schedule and sequence provided for any work within a wetland resource area including specifications for temporary and permanent ground cover. Plan Requirements(Section 4.3) �A title that includes the name of the project,location and names of the person(s)preparing the drawings and the date prepared including any revision dates. Drawings must be stamped and signed by a Registered Professional Civil Engineer of the Commonwealth &/or Registered Professional Land Surveyor of the Commonwealth(whichever is applicable). All existing condition plans shall include,at a minimum,the following information All wetland resource areas within 100' of the proposed work and within 200'of Riverfront Area, delineated by a professional wetland scientist not more than 3 years from the application submission date. • Delineated by: SOL-i 2;-1~r P tA- on(date): 00/05/09 OR • Formally approved delineation on(date): DEP File# /All property boundaries,existing lot lines and abutters from most recent information available at the Vssessor's Office. Watershed Protection District Boundaries",surface water supplies,wells,and septic stems within 100' pp P Y Z proposed work. isting contours at not less than 2'intervals and datum source. Effective 10/11106 2 li(All existing natural and man-made features including tree lines,rock outcrops,stone walls,fence lines,cart roads,foot paths,overhead and underground utilities and drainage structures. M Elevations of all natural and man-made drainage structures,waterways,and wetlands. 100-year flood elevations of all natural and/or man-made waterways and waterbodies as determined by FEMA or engineering calculations. ❑ Subdivision plans shall be submitted at an appropriate scale to accurately depict existing and proposed conditions (typ.1" =40').Individual parcels of land within the Subdivision and under the Wetlands Protection Act and North Andover Bylaw shall be submitted at an appropriate scale(typ.1" =20'). Al developed condition plans shall include,at a minimum,the following information(p.24): Location ofp Vpro osed work. All proposed man-made features including roads,driveways,parking areas,structures,buildings, overhead and underground utilities. Aubsurface sewage disposal systems. roposed grading and changes in elevation depicted with 2' contours and spot grades. LJ All surface and subsurface drainage structures including the location,cross section,slope and surface treatment of all drainage channels. The inverts, slope,pipe materials,catch basins,manholes,and end treatment of all storm drains discharging within 100' of any wetland resource area. Location and detail of all temporary erosion control devices,diversions,terraces,silt fences,ha bales p ry Y barriers, sedimentation basins,and soil stockpile locations on the project site. Location and nature of all proposed alterations to wetland resource ar as. Date: 00116,9 Sinatu___ Aic o bp ant or Applicant's Representative ---------------------------- ---- -- - (TOWN USE ONLY) ❑ COMPLETE APPLICATION-It appears as though your application meets minimum submittal requirements,as such,a public hearing will be scheduled before the NACC within 21 days upon receipt of this application. ❑ INCOMPLETE APPLICATION-The following sections of the Wetland Protection Bylaw&/or Regulations have not been complied with and as a result this Department is rejecting this incomplete application w/in two(2)business days from the date of receipt (Section 178.4 North Andover Wetland Protection Bylaw). You may pick up this application and supporting plans at the Conservation Office and re-file a complete Notice of Intent. Wetland Bylaw -Section(s): Wetland Regulations-Section(s): Signature of Agent: Date: Effective 10/11/06 3 SECT/ON Vlll DRAINAGE CALCULATIONS & SUPPLEMENTAL DRAINAGE INFORMATION 1.0 METHODOLOGY The adequacy of the proposed drainage structures and their ability to function properly were analyzed to minimize detrimental effects due to storm water conditions.The impacts of storm water are mitigated through several mechanisms such as infiltration,transportation and evaporation.The remaining runoff,was quantified through developed and accepted methods.By determining the characteristics of site specific storm water conditions, mitigating efforts have be taken to avoid floodwater damage by constructing control devices.Design and analysis of these facilities included the evaluation of site data through observations,computer modeling the watershed,and the interpretation and application of the calculated values. 2.0 OVERVIEW Cavanaro Consulting,Inc.(CC)has analyzed the existing conditions at the site utilizing the HydroCad Storm water modeling program. Storm rainfall,run-off curve numbers,and other site characteristics are input into the program. The results of calculations are output into tables and graphs for each area and control structure.The complete calculations are presented in Attachment A of this Report. 3.0 DESIGN STORMS CC has computed storm water run-off calculations for the proposed site,for a 2, 10 and 100 year,24-hour storm events.This results in a 3.1",4.5"and a 6.4"rain for each storm event. 4.0 DRAINAGE AREAS The existing site consists of two drainage areas,one area that flows to the rear of the property and a smaller drainage area that flows to Main Street.The proposed site will have two subcatchment areas;the majority of the existing lot will be routed through the proposed Deep Sump Catch Basin,Cultec Stormfilter and Recharge chambers with an overflow at the rear of the property to a swale. The remainder of the lot will discharge towards the street as it does today. 5_0 DRAINAGE ANALYSIS Design Control Point(Intersection of Russell Avenue and Luther Avenue) Storm Existine Conditions(ECP) Post-development(PCP) 2—Year-24Hour(3.1011) 0.49 cfs 0.45 efs 10—Year-24Hour(4.5011) 1.00 cfs 0.96 cfs 100—Year-24Hour(6.4011) 1.76 cfs 1.52 cfs As seen on the above calculations the proposed drainage improvements will result in a decrease in runoff in all of the storms modeled. The calculations represent a decrease in runoff in the two through one hundred year storms. The proposed work results in a significant storage,structural and treatment improvements to the existing drainage conditions. EXISTING SUBCAT HMENT 2 SUBCAT HMENT 1 47 R . TO MAIN STREET CONTROL POINT SubCa# Reach. Rcan, }�( Drainage Diagram for EXISTING CONDITIONS Prepared by Cavanaro Consulting, Inc. 9/12/2008 HydroCADO 7.00 s/n 002472 ©1986-2003 Applied Microcomputer Systems EXISTING CONDITIONS Type ll/24-hr 2-year Rainfall=3.10" Prepared by Cavanaro Consulting, Inc. Page 2 HydroCADO 7.00 s/n 002472 ©1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=2.31" Tc=5.0 min CN=94 Runoff=0.12 cfs 0.008 of Subcatchment 3S: SUBCATCHMENT 2 Runoff Area=17,545 sf Runoff Depth=0.99" Tc=5.0 min CN=76 Runoff=0.49 cfs 0.033 of Reach 2R: CONTROL POINT Inflow=0.49 cfs 0.033 of Outflow=0.49 cfs 0.033 of Reach 4R: TO MAIN STREET Inflow=0.12 cfs 0.008 of Outflow=0.12 cfs 0.008 of Total Runoff Area=0.445 ac Runoff Volume=0.041 of Average Runoff Depth= 1.12" EXISTING CONDITIONS Type Ill 24-hr 2-year Rainfall=3.10" Prepared by Cavanaro Consulting, Inc. Page 3 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment 1S: SUBCATCHMENT 1 Runoff = 0.12 cfs @ 12.07 hrs, Volume= 0.008 af, Depth= 2.31" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-year Rainfall=3.10" Area (sf) CN Description 1,483 98 Paved parking & roofs 357 79 <50% Grass cover, Poor, HSG B 1,840 94 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, 5 Subcatchment 3S: SUBCATCHMENT 2 Runoff = 0.49 cfs @ 12.09 hrs, Volume= 0.033 af, Depth= 0.99" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-year Rainfall=3.10" Area (sf) CN Description 7,364 98 Paved parking & roofs 311 79 <50% Grass cover, Poor, HSG B 9,870 60 Woods, Fair, HSG B 17,545 76 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Reach 2R: CONTROL POINT Inflow Area = 0.403 ac, Inflow Depth = 0.99" for 2-year event Inflow = 0.49 cfs @ 12.09 hrs, Volume= 0.033 of Outflow = 0.49 cfs @ 12.09 hrs, Volume= 0.033 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAIN STREET Inflow Area = 0.042 ac, Inflow Depth = 2.31" for 2-year event Inflow = 0.12 cfs @ 12.07 hrs, Volume= 0.008 of Outflow = 0.12 cfs @ 12.07 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs EXISTING CONDITIONS Type ///24-hr 10-year Rainfall=4.50° Prepared by Cavanaro Consulting, Inc. Page 4 HydroCADO 7.00 s/n 002472 ©1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=3.60° Tc=5:0 min CN=94 Runoff=0.18 cfs 0.013 of Subcatchment 3S: SUBCATCHMENT 2 Runoff Area=17,545 sf Runoff Depth=1.97" Tc=5.0 min CN=76 Runoff=1.00 cfs 0.066 of Reach 2R: CONTROL POINT Inflow=1.00 cfs 0.066 of Outflow=1.00 cfs 0.066 of Reach 4R: TO MAIN STREET Inflow=0.18 cfs 0.013 of Outflow=0.18 cfs 0.013 of Total Runoff Area=0.445 ac Runoff Volume 0.079 of Average Runoff Depth=2.13" EXISTING CONDITIONS Type 111 24-hr 10-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inc. Page 5 HydroCADO 7.00 s/n 002472 O 1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment IS: SUBCATCHMENT 1 Runoff = 0.18 cfs @ 12.07 hrs, Volume= 0.013 af, Depth= 3.60" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-year Rainfall=4.50" Area (sf) CN Description 1,483 98 Paved parking & roofs 357 79 <50% Grass cover, Poor, HSG B 1,840 94 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, 5 Subcatchment 3S: SUBCATCHMENT 2 Runoff = 1.00 cfs @ 12.08 hrs, Volume= 0.066 af, Depth= 1.97" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-year Rainfall=4.50" Area (sf) CN Description 7,364 98 Paved parking & roofs 311 79 <50% Grass cover, Poor, HSG B 9,870 60 Woods, Fair, HSG B 17,545 76 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Reach 2R: CONTROL POINT Inflow Area = 0.403 ac, Inflow Depth = 1.97" for 10-year event Inflow = 1.00 cfs @ 12.08 hrs, Volume= 0.066 of Outflow = 1.00 cfs @ 12.08 hrs, Volume= 0.066 af, Atten= 0%, Lag= 0.0 min Routingtor- + - - b y S Ind Trans method, Time Span- 5.00 20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAI STREET N TR ET Inflow Area= 0.042 ac, Inflow Depth= 3.60" for 10-year event Inflow = 0.18 cfs @ 12.07 hrs, Volume= 0.013 of Outflow = 0.18 cfs @ 12.07 hrs, Volume= 0.013 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs EXISTING CONDITIONS Type ///24-hr 900-year Rainfall=6.40" Prepared by Cavanaro Consulting, Inc. Page 6 HydroCAD®7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=5.36" Tc=5.0 min CN=94 Runoff=0.26 cfs 0.019 of Subcatchment 3S: SUBCATCHMENT 2 Runoff Area=17,545 sf Runoff Depth=3.48" Tc=5.0 min CN=76 Runoff=1.76 cfs 0.117 of Reach 2R: CONTROL POINT Inflow=1.76 cfs 0.117 of Outflow=1.76 cfs 0.117 of Reach 4R: TO MAIN STREET Inflow=0.26 cfs 0.019 of Outflow=0.26 cfs 0.019 of Total Runoff Area=0.445 ac Runoff Volume=0.136 of Average Runoff Depth= 3.66" EXISTING CONDITIONS Type 11124-hr 100-year Rainfall=6.40" Prepared by Cavanaro Consulting, Inc. Page 7 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment 1S: SUBCATCHMENT 1 Runoff = 0.26 cfs @ 12.07 hrs, Volume= 0.019 af, Depth= 5.36" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-year Rainfall=6.40" Area (sf) CN Description 1,483 98 Paved parking & roofs 357 79 <50% Grass cover, Poor, HSG B 1,840 94 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, 5 Subcatchment 3S: SUBCATCHMENT 2 Runoff = 1.76 cfs @ 12.08 hrs, Volume= 0.117 af, Depth= 3.48" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-year Rainfall=6.40" Area (sf) CN Description 7,364 98 Paved parking & roofs 311 79 <50% Grass cover, Poor, HSG B 9,870 60 Woods, Fair, HSG B 17,545 76 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Reach 2R: CONTROL POINT Inflow Area = 0.403 ac, Inflow Depth = 3.48" for 100-year event Inflow = 1.76 cfs @ 12.08 hrs, Volume= 0.117 of Outflow = 1.76 cfs @ 12.08 hrs, Volume= 0.117 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAIN STREET Inflow Area = 0.042 ac, Inflow Depth = 5.36" for 100-year event Inflow = 0.26 cfs @ 12.07 hrs, Volume= 0.019 of Outflow = 0.26 cfs @ 12.07 hrs, Volume= 0.019 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span 5.00-20.00 hrs, dt= 0.05 hrs WF/5 OSGOOD POND /g Nq NC/Nh F,_ ,EDGE OF POND — •1 /2, MAR, 41' LIOT 33 ' AREA 19;$42+ S;F. R. LEGEND: - SUB CATCHMENT AREA - - CP w -- - . DRAINAGE CONTROL POINT o cuo Rale. r, s EDGE OF PAV ENT V-- UAC ❑ q \� i i ,, SIL CONC.J � [[[" PARKING b 0 v 80A v �'\ i a AC • HC RAMP �., 81♦ �,�� D CONS. ? BRICK WALK BRICK WALK `..�CONC. UP VCC UP 'BCH CB a % Del EXISTING SUBCATCHMENT o �._56Na VGC LSC, 50 SKETCH �, VGC ,� Dd CB l Q CB RICHARD EMS MAIN ( PUBLIC - 60' NIDE) BEET Y GLOBAL CORPORATE SERVICES 1075 MAIN STREET WALTHAM, MA02451 SCALE: 1 " = 30' CAVANARO CONSULTING /� ns on5 `J.®oxsJFF noawew M..s•wcxusrm ozos, rnone�e,.css.e,e� cnrznm seam.. DRAWING NO. 0' 15' 30' 60' SCALE: AS SHORN DESIGNED BY: — PROJECT NO.:8082 DATE: O8AIM DRAWN BY: MGJ FILENAME: SURVEY: GC/AS i CHECKED BY,BPS SHEET NO. 1 OF 1 PROPOSED { is) BUILDING & PAR NG AREA SUBCATC HMENT 1 WO DLAND CB 7R 4R 12" HDPE PIPE TO MAIN STREET A8P INFILTRATION BE _2R CP Bobcat Reach PQi �IDk Drainage Diagram for PROPOSED CONDITIONS Prepared by Cavanaro Consulting, Inc. 9/12/2008 HydroCADS 7.00 s/n 002472 ©1986-2003 Applied Microcomputer Systems t � PROPOSED CONDITIONS Type 11124-hr 2-year Rainfall=3.90" Prepared by Cavanaro Consulting, Inc. Page 2 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=2.22" Tc=5.0 min CN=93 Runoff=0.11 cfs 0.008 of Subcatchment 3S: BUILDING & PARKING AREA Runoff Area=9,755 sf Runoff Depth=2.50" Tc=5.0 min CN=96 Runoff=0.65 cfs 0.047 of Subcatchment 10S: WOODLAND Runoff Area=7,790 sf Runoff Depth=0.32" Tc=5.0 min CN=60 Runoff=0.04 cfs 0.005 of Reach 2R: CP Inflow=0.45 cfs 0.037 of Outflow=0.45 cfs 0.037 of Reach 4R: TO MAIN STREET Inflow=0.11 cfs 0.008 of Outflow=0.11 cfs 0.008 of Reach 7R: 12" HDPE PIPE Peak Depth=0.28' Max Vet=3.6 fps Inflow=0.65 cfs 0.047 of D=12.0" n=0.010 L=15.0' S=0.0067 '/' Capacity=3.78 cfs Outflow=0.65 cfs 0.047 of Pond 5P: CB Peak Elev=94.31' Inflow=0.65 cfs 0.047 of Outflow=0.65 cfs 0.047 of Pond 8P: INFILTRATION BED Peak Elev=92.61' Storage=394 cf Inflow=0.65 cfs 0.047 of Discarded=0.01 cfs 0.011 of Primary=0.41 cfs 0.032 of Outflow=0.42 cfs 0.044 of Total Runoff Area=0.445 ac Runoff Volume=0.059 of Average Runoff Depth= 1.60" PROPOSED CONDITIONS Type Ill 24-hr 2-year Rainfall=3.10" Prepared by Cavanaro Consulting, Inc. Page 3 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment 1S: SUBCATCHMENT 1 Runoff = 0.11 cfs @ 12.07 hrs, Volume= 0.008 af, Depth= 2.22" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-year Rainfall=3.10" Area (sf) CN Description 1,382 98 Paved parking & roofs 458 79 <50% Grass cover, Poor, HSG B 1,840 93 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: BUILDING & PARKING AREA Runoff = 0.65 cfs @ 12.07 hrs, Volume= 0.047 af, Depth= 2.50" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-year Rainfall=3.10" Area (sf) CN Description 8,819 98 Paved parking & roofs 936 79 <50% Grass cover, Poor, HSG B 9,755 96 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 10S: WOODLAND Runoff = 0.04 cfs @ 12.12 hrs, Volume= 0.005 af, Depth= 0.32" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-year Rainfall=3.10" Area (sf) CN Description 7,790 60 Woods, Fair, HSG B Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, PROPOSED CONDITIONS Type 1//24-hr 2-year Rainfall=3.10" Prepared by Cavanaro Consulting, Inc. Page 4 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Reach 2R: CP Inflow Area = 0.403 ac, Inflow Depth = 1.10" for 2-year event Inflow = 0.45 cfs @ 12.16 hrs, Volume= 0.037 of Outflow = 0.45 cfs @ 12.16 hrs, Volume= 0.037 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAIN STREET Inflow Area = 0.042 ac, Inflow Depth = 2.22" for 2-year event Inflow = 0.11 cfs @ 12.07 hrs, Volume= 0.008 of Outflow = 0.11 cfs @ 12.07 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 7R: 12" HDPE PIPE Inflow Area = 0.224 ac, Inflow Depth = 2.50 for 2-year event Inflow = 0.65 cfs @ 12.07 hrs, Volume= 0.047 of Outflow = 0.65 cfs @ 12.07 hrs, Volume= 0.047 af, Atten= 1%, Lag= 0.1 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Max. Velocity= 3.6 fps, Min. Travel Time= 0.1 min Avg. Velocity = 1.3 fps, Avg. Travel Time= 0.2 min Peak Depth= 0.28' @ 12.07 hrs Capacity at bank full= 3.78 cfs Inlet Invert= 93.90', Outlet Invert= 93.80' 12.0" Diameter Pipe n= 0.010 Length 15.0' Slope= 0.0067 '/' Pond 5P: CB Inflow Area = 0.224 ac, Inflow Depth = 2.50" for 2-year event Inflow = 0.65 cfs @ 12.07 hrs, Volume= 0.047 of Outflow = 0.65 cfs @ 12.07 hrs, Volume= 0.047 af, Atten= 0%, Lag= 0.0 min Primary = 0.65 cfs @ 12.07 hrs, Volume= 0.047 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 94.31' @ 12.07 hrs Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= (not calculated) # Routing Invert Outlet Devices 1 Primary 93.90' 12.0"Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=0.63 cfs @ 12.07 hrs HW=94.30' (Free Discharge) L-1=Orifice/Grate (Orifice Controls 0.63 cfs @ 2.2 fps) PROPOSED CONDITIONS Type H/24-hr 2-year Rainfall=3.10" Prepared by Cavanaro Consulting, Inc. Page 5 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Pond 8P: INFILTRATION BED Inflow Area = 0.224 ac, Inflow Depth = 2.50" for 2-year event Inflow = 0.65 cfs @ 12.07 hrs, Volume= 0.047 of Outflow = 0.42 cfs @ 12.17 hrs, Volume= 0.044 af, Atten= 35%, Lag= 5.6 min Discarded = 0.01 cfs @ 12.17 hrs, Volume= 0.011 of Primary = 0.41 cfs @ 12.17 hrs, Volume= 0.032 of b r-Ind method Time Span= 5.00-20.00 hrs Routing y Sto p , dt= 0.05 hrs Peak Elev= 92.61'@ 12.17 hrs Surf.Area= 341 sf Storage= 394 cf Plug-Flow detention time=46.3 min calculated for 0.043 of(93% of inflow) Center-of-Mass det. time= 22.0 min (770.6- 748.6 ) # Invert Avail.Storage Storage Description 1 90.60' 300 cf 11.00'W x 31.001 x 3.20'H Prismatoid 1,091 cf Overall - 340 cf Embedded = 751 cf x 40.0% Voids 2 91.60' 340 cf 46.9W x 26.0"H x 7.00'L Cultec R-280 x 8 Inside#1 640 cf Total Available Storage # Routing Invert Outlet Devices 1 Discarded 0.00' 0.001417 fpm Exfiltration over entire Wetted area 2 Primary 91.60' 4.0"Vert. Orifice/Grate C= 0.600 3 Primary 92.50' 5.0"Vert. Orifice/Grate C= 0.600 Qiscarded OutFlow Max=0.01 cfs @ 12.17 hrs HW=92.59' (Free Discharge) T--1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.41 cfs @ 12.17 hrs HW=92.59' (Free Discharge) t2=OrifIce/G rate (Orifice Controls 0.38 cfs @ 4.4 fps) 3=Orifice/Grate (Orifice Controls 0.02 cfs @ 1.0 fps) * s PROPOSED CONDITIONS Type 11124-hr 90-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inc. Page 6 HydroCAD®7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=3.50" Tc=5.0 min CN=93 Runoff=0.17 cfs 0.012 of Subcatchment 3S: BUILDING&PARKING AREA Runoff Area=9,755 sf Runoff Depth=3.79" Tc=5.0 min CN=96 Runoff=0.97 cfs 0.071 of Subcatchment 10S: WOODLAND Runoff Area=7,790 sf Runoff Depth=0.92" Tc=5.0 min CN=60 Runoff=0.19 cfs 0.014 of Reach 2R: CP Inflow=0.96 cfs 0.069 of Outflow=0.96 cfs 0.069 of Reach 4R: TO MAIN STREET Inflow=0.17 cfs 0.012 of Outflow=0.17 cfs 0.012 of Reach 7R: 12" HDPE PIPE Peak Depth=0.35' Max Vel=4.0 fps inflow=0.97 cfs 0.071 of D=12.0" n=0.010 L=15.0' S=0.0067'/' Capacity=3.78 cfs Outflow=0.97 cfs 0.071 of Pond 5P CB Peak Elev=94.41' Inflow=0.97 cfs- 0.071 of Outflow=0.97 cfs 0.071 of Pond 8P: INFILTRATION BED Peak Elev=92.94' Storage=475 cf Inflow=0.97 cfs 0.071 of Discarded=0.01 cfs 0.012 of Primary=0.78 cfs 0.055 of Outflow=0.79 cfs 0.067 of Total Runoff Area=0.445 ac Runoff Volume=0.097 of Average Runoff Depth=2.61 r PROPOSED CONDITIONS Type 11124-hr 10-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inc. Page 7 HydroCAD®7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment 1S: SUBCATCHMENT 1 Runoff = 0.17 cfs @ 12.07 hrs, Volume= 0.012 af, Depth= 3.50° Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-year Rainfall=4.50" Area (sf) CN Description 1,382 98 Paved parking & roofs 458 79 <50% Grass cover, Poor, HSG B 1,840 93 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: BUILDING & PARKING AREA Runoff = 0.97 cfs @ 12.07 hrs, Volume= 0.071 af, Depth= 3.79° Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-year Rainfall=4.50° Area (sf) CN Description 8,819 98 Paved parking & roofs 936 79 <50% Grass cover, Poor HSG B 9,755 96 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 10S: WOODLAND Runoff = 0.19 cfs @ 12.10 hrs, Volume= 0.014 af, Depth= 0.92" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-year Rainfall=4.50° Area (so CN Description 7,790 60 Woods, Fair, HSG B Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, PROPOSED CONDITIONS Type 11124-hr 10-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inc. Page 8 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Reach 2R: CP Inflow Area = 0.403 ac, Inflow Depth = 2.05" for 10-year event Inflow = 0.96 cfs @ 12.12 hrs, Volume= 0.069 of Outflow = 0.96 cfs @ 12.12 hrs, Volume= 0.069 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAIN STREET Inflow Area = 0.042 ac, Inflow Depth = 3.50" for 10-year event Inflow = 0.17 cfs @ 12.07 hrs, Volume= 0.012 of Outflow = 0.17 cfs @ 12.07 hrs, Volume= 0.012 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 7R: 12" HDPE PIPE Inflow Area = 0.224 ac, Inflow Depth = 3.79" for 10-year event Inflow = 0.97 cfs @ 12.07 hrs, Volume 0.071 of Outflow = 0.97 cfs @ 12.07 hrs, Volume= 0.071 af, Atten= 0%, Lag= 0.1 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Max. Velocity= 4.0 fps, Min. Travel Time= 0.1 min Avg. Velocity = 1.5 fps, Avg. Travel Time= 0.2 min Peak Depth= 0.35' @ 12.07 hrs Capacity at bank full= 3.78 cfs Inlet Invert= 93.90', Outlet Invert= 93.80' 12.0" Diameter Pipe n= 0.010 Length= 15.0' Slope= 0.00677' Pond SP: CB Inflow Area = 0.224 ac, Inflow Depth = 3.79" for 10-year event Inflow = 0.97 cfs @ 12.07 hrs, Volume= 0.071 of Outflow = 0.97 cfs @ 12.07 hrs, Volume= 0.071 af, Atten= 0%, Lag= 0.0 min Primary = 0.97 cfs @ 12.07 hrs, Volume= 0.071 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 94.41' @ 12.07 hrs Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= (not calculated) # Routing Invert Outlet Devices 1 Primary 93.90' 12.0"Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=0.94 cfs @ 12.07 hrs HW=94.40' (Free Discharge) L1=Orifice/Grate (Orifice Controls 0.94 cfs @ 2.4 fps) Z ' PROPOSED CONDITIONS Type ///24-hr 10-year Rainfall=4.50" Prepared by Cavanaro Consulting, Inc. Page 9 HydroCAD®7.00 sin 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Pond 8P: INFILTRATION BED Inflow Area = 0.224 ac, Inflow Depth = 3.79" for 10-year event Inflow = 0.97 cfs @ 12.07 hrs, Volume= 0.071 of Outflow = 0.79 cfs @ 12.13 hrs, Volume= 0.067 af, Atten= 18%, Lag= 3.6 min Discarded = 0.01 cfs @ 12.13 hrs, Volume= 0.012 of Primary = 0.78 cfs @ 12.13 hrs, Volume= 0.055 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 92.94' @ 12.13 hrs Surf.Area= 341 sf Storage= 475 cf Plug-Flow detention time= 38.5 min calculated for 0.067 of(95% of inflow) Center-of-Mass det. time= 19.8 min (762.3-742.5) # Invert Avail.Storage Storage Description 1 90.60' 300 cf 11.00'W x 31.001 x 3.20'H Prismatoid 1,091 cf Overall - 340 cf Embedded = 751 cf x 40.0% Voids 2 91.60' 340 cf 46.9'W x 26.0"H x 7.00'L Cultec R-280 x 8 Inside#1 640 cf Total Available Storage # Routing Invert Outlet Devices 1 Discarded 0.00' 0.001417 fpm Exfiltration over entire Wetted area 2 Primary 91.60' 4.0"Vert. Orifice/Grate C= 0.600 3 Primary 92.50' 5.0"Vert. Orifice/Grate C= 0.600 Qiscarded OutFlow Max=0.01 cfs @ 12.13 hrs HW=92.93' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs) - Primary OutFlow, Max=0.76 cfs @ 12.13 hrs HW=92.93' (Free Discharge) 12=Orifice/Grate (Orifice Controls 0.45 cfs @ 5.2 fps) 3--Orifice/Grate (Orifice Controls 0.31 cfs @ 2.3 fps) PROPOSED CONDITIONS Type ///24-hr 100-year Rainfall=6.40" Prepared by Cavanaro Consulting, Inc. Page 10 H droCADO 7.00 s/n 002472 C 1986-2003 Applied Microcomputer Systems 9/12/2008 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method,UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: SUBCATCHMENT 1 Runoff Area=1,840 sf Runoff Depth=5.26" Tc=5.0 min CN=93 Runoff=0.26 cfs 0.019 of Subcatchment 3S: BUILDING &PARKING AREA Runoff Area=9,755 sf Runoff Depth=5.54" Tc=5.0 min CN=96 Runoff=1.40 cfs 0.103 of Subcatchment 10S: WOODLAND Runoff Area=7,790 sf Runoff Depth=2.00" Tc=5.0 min CN=60 Runoff=0.44 cfs 0.030 of Reach 2R: CP Inflow=1.52 cfs 0.117 of Outflow=1.52 cfs 0.117 of Reach 4R: TO MAIN STREET Inflow=0.26 cfs 0.019 of Outflow=0.26 cfs 0.019 of Reach 7R: 12" HDPE PIPE Peak Depth=0.42' Max Vel=4.4 fps Inflow=1.40 cfs 0.103 of D=12.0" n=0.010 L=15.0' S=0.0067'/' Capacity=3.78 cfs Outflow=1.39 cfs 0.103 of Pond 5P: CB Peak Elev=94.53' Inflow=1.40 cfs 0.103 of Outflow=1.40 cfs 0.103 of Pond 8P: INFILTRATION BED Peak Elev=93.45' Storage=583 cf Inflow=1.39 cfs 0.103 of Discarded=0.01 cfs 0.013 of Primarpl.11 cfs 0.087 of Outflow=1.12 cfs 0.100 of Total Runoff Area=0.445 ac Runoff Volume=0.152 of Average Runoff Depth =4.09" r A PROPOSED CONDITIONS Type ///24-hr 100-year Rainfall=6.40" Prepared by Cavanaro Consulting, Inc. Page 11 HydroCAD®7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Subcatchment 1S: SUBCATCHMENT 1 Runoff = 0.26 cfs @ 12.07 hrs, Volume= 0.019 af, Depth= 5.26" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-year Rainfall=6.40" Area (sf) CN Description 1,382 98 Paved parking & roofs 458 79 <50% Grass cover, Poor, HSG B 1,840 93 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 3S: BUILDING & PARKING AREA Runoff = 1.40 cfs @ 12.07 hrs, Volume= 0.103 af, Depth= 5.54 Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-year Rainfall=6.40" Area (sf) CN Description 8,819 98 Paved parking & roofs 936 79 <50% Grass cover, Poor, HSG B 9,755 96 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 10S: WOODLAND Runoff = 0.44 cfs @ 12.09 hrs, Volume= 0.030 af, Depth= 2.00" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-year Rainfall=6.40" Area (sf) CN Description 7,790 60 Woods, Fair, HSG B Tc Length Slope Velocity Capacity Description (min) (feet) _ (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, PROPOSED CONDITIONS Type NI 24-hr 100-year Rainfall=6.40" Prepared by Cavanaro Consulting, Inc. Page 12 HydroCADO 7.00 s/n 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Reach 2R: CP Inflow Area = 0.403 ac, Inflow Depth = 3.49" for 100-year event Inflow = 1.52 cfs @ 12.11 hrs, Volume= 0.117 of Outflow = 1.52 cfs @ 12.11 hrs, Volume= 0.117 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 4R: TO MAIN STREET Inflow Area = 0.042 ac, Inflow Depth= 5.26" for 100-year event Inflow = 0.26 cfs @ 12.07 hrs, Volume= 0.019 of Outflow = 0.26 cfs @ 12.07 hrs, Volume= 0.019 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Reach 7R: 12" HDPE PIPE Inflow Area = 0.224 ac, Inflow Depth = 5.54" for 100-year event Inflow = 1.40 cfs @ 12.07 hrs, Volume= 0.103 of Outflow = 1.39 cfs @ 12.07 hrs, Volume= 0.103 af, Atten= 0%, Lag= 0.1 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt=0.05 hrs Max. Velocity=4.4 fps, Min. Travel Time= 0.1 min Avg. Velocity= 1.7 fps, Avg. Travel Time= 0.1 min Peak Depth= 0.42' @ 12.07 hrs Capacity at bank full= 3.78 cfs Inlet Invert= 93.90', Outlet Invert= 93.80' 12.0" Diameter Pipe n= 0.010 Length= 15.0' Slope= 0.00677 Pond 5P: CB Inflow Area = 0.224 ac, Inflow Depth = 5.54" for 100-year event Inflow = 1.40 cfs @ 12.07 hrs, Volume= 0.103 of Outflow = 1.40 cfs @ 12.07 hrs, Volume= 0.103 af, Atten= 0%, Lag= 0.0 min Primary = 1.40 cfs @ 12.07 hrs, Volume= 0.103 of Routing by Stor-!rd method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 94.53' @ 12.07 hrs Plug-Flow detention time= (not calculated: outflow precedes inflow) Center-of-Mass det. time= (not calculated) # Routing Invert Outlet Devices _ 1 Primary 93.90' 12.0 Vert. Orifice/Grate C=0.600 Primary OutFlow, Max=1.35 cfs @ 12.07 hrs HW=94.51' (Free Discharge) t-1=Orifice/Grate (Orifice Controls 1.35 cfs @ 2.7 fps) I r F PROPOSED CONDITIONS Type 11124-hr 100-year Rainfall=6.40" Prepared by Cavanaro Consulting, Inc.. Page 13 HydroCADO 7.00 sh 002472 © 1986-2003 Applied Microcomputer Systems 9/12/2008 Pond 8P: INFILTRATION BED Inflow Area = 0.224 ac, Inflow Depth = 5.54" for 100-year event Inflow = 1.39 cfs @ 12.07 hrs, Volume= 0.103 of Outflow = 1.12 cfs @ 12.13 hrs, Volume= 0.100 af, Atten= 19%, Lag= 3.7 min Discarded = 0.01 cfs @ 12.13 hrs, Volume= 0.013 of Primary = 1.11 cfs @ 12.13 hrs, Volume= 0.087 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 93.45' @ 12.13 hrs Surf.Area= 341 sf Storage= 583 cf Plug-Flow detention time= 31.7 min calculated for 0.100 of(97% of inflow) Center-of-Mass det. time= 17.6 min (755.9- 738.3 ) # Invert Avail.Storage Storage Description 1 90.60' 300 cf 11.00'W x 31.001 x 3.20'H Prismatoid 1,091 cf Overall - 340 cf Embedded = 751 cf x 40.0% Voids 2 91.60' 340 cf 46.9"W x 26.0"H x 7.00'L CLdtec R-280 x 8 Inside#1 640 cf Total Available Storage # Routing Invert Outlet Devices 1 Discarded 0.00' 0.001417 fpm Exfiltration over entire Wetted area 2 Primary 91.60' 4.0"Vert. Orifice/Grate C= 0.600 3 Primary 92.50' 5.0"Vert. Orifice/Grate C= 0.600 Discarded OutFlow Max=0.01 cfs @ 12.13 hrs HW=93.42' (Free Discharge) t-1=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=1.10 cfs @ 12.13 hrs HW=93.42' (Free Discharge) �__3=Oriflce/G 2=Orifice/Grate (Orifice Controls 0.54 cfs @ 6.2 fps) rate (Orifice Controls 0.56 cfs @ 4.1 fps) I I WF/5,5 � OSGOOD POND •\�/ • Aiy<N ,EDGE OF POND & PROPOSED DEEP SUMP CATCH BASIN k FFN INFILTRATION BED WITH OVERFLOW , cP` ell - .., -_----- LEGEND: MAP 41_: tOT._.33 _.. - AREA-19;841. F ^/ PROPOSED RETAINING a - / S U B C A TC H M E N T AREA WALL QP - 0� - cp DRAINAGE CONTROL POINT OARD RAIL o y9 AC 10.5'r . ��\\ �..\ :\ 99 0 n � O , 7 � r 1 AC N HC RAMP p CONC. - _ BRICK WALK BRICK WALK \ CONC V� PROPOSED SUBCATCHMFNT i ._ UP -BCH i- �_ � SKETCH SGN,�<._ vcc` ,SGNvcc V CB RICHARD ELLIS GLOBAL CORPORATE SERVICES p4 D 1075 MAIN STREET Y�$1,1C" ` WALTHAM, MA02451 SCALE: 1 " = 30' �� C7 MAIN=OCONSULTING MAIN TRLLT C �Z 687 MAIN� PSS 1� eu.Mwawcxu8me0288, .868.8187 ]6,.658.6,66 DRAWING NO. 0' 15' 30' 60' SCALE: AS SHOWN DESIGNED BY' - PROJECT NO.: 8082 DATE: 09/11/08 DRAWN BY: MGJ FlLENAME: SURVEY: OC/AS CHECKED BY:BPS SHEET NO. 1 OF 1 t SUPPLEMENTAL INFORMATION Soil Map—Essex County. Massachusetts, Northern Part 325540 325560 325570 325580 3, it 325600 325610 325620 325630 325640 5 � nkid t t 3 a x o r i a 0 0 0 £ � r 4 z } d J 1 S% N �Y r r: n� N cu r N ''• ,s.. � gip. `a. ..x.a' .?+ur; 325540 325560 325570 325580 325590 325600 325610 325620 325630 325640 Meters 0 5 10 20 30 t ";t_: Feet 0 35 70 140 210 USD,`• Natural Resources Web Soil Survey 2.0 9/11/2008 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Essex County,Massachusetts,Northern Part MAP LEGEND MAP INFORMATION Area of Interest(AOI) (y Very Stony Spot Original soil survey map sheets were prepared at publication scale. El Area of Interest(AOI) Wet Spot Viewing scale and printing scale,however,may vary from the original.Please rely on the bar scale on each map sheet for proper Solis Other map measurements. ��_� Soil Map Units Special Line Features Source of Map: Natural Resources Conservation Service Special Point Features Gully Web Soil Survey URL: http:J/websoilsurvey.nres.usda.gov Blowout Coordinate System: UTM Zone 19N Short Steep Slope® Borrow Pit This product is generated from the USDA-NRCS certified data as of X Clay Spot Other the version date(s)listed below. Political Features Soil Survey Area: Essex County,Massachusetts,Northern Part Closed Depression Municipalities Survey Area Data: Version 8,Aug 11,2008 X Gravel Pit 0 Cities Date(s)aerial images were photographed: 4/1111998 Gravelly Spot Urban Areas The orthophoto or other base map on which the soil lines were t� Landfill water Features compiled and digitized probably differs from the background A Lava Flow oceans imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. .J& Marsh Streams and Canals R. Mine or Quarry Transportation + Rails © Miscellaneous Water Roads © Perennial Water ,ny Interstate Highways v Rock Outcrop US Routes + Saline Spot State Highways Sandy Spot Local Roads Severely Eroded Spot Other Roads {� Sinkhole 3Slide or Slip Sodic Spot Spoil Area Q Stony Spot WDA Natural Resources Web Soil Survey 2.0 9/11/2008 f Conservation Service National Cooperative Soil Survey Page 2 of 3 � A Soil Map—Essex County,Massachusetts,Northern Part Map Unit Legend Essex County,Massachusetts,Northern Part(MA605) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 1 Water 0.1 5.2% 4206 Canton fine sandy loam,3 to 8 0.9 63.1% percent slopes 420C Canton fine sandy loam,8 to 15 0.5 31.7% percent slopes Totals for Area of Interest(ACO 1.5 100.0%1 s..z t USDA Natural Resources Web Soil Survey 2.0 9/11/2008 Wm— Conservation Service National Cooperative Soil Survey Page 3 of 3 " Gultec, Inc - Model 4 Stormfilter®400, Stormfilter® Page 1 of 1 CULTEC,Inc. 878 Federal Road P.O. Box 280 Brookfield,CT 06804,USA Phone:203-775-4416 Toll Free: 1-800-4-CULTEC(1-800-428-5832) Fax:203-775-1462 Email:custservice@cultec.com LAI�I�Categories>Starm Water products>Filters�Stormwater Filter Chamber�Madel#Stormfilter®400 Model#Stormfilter®400 Stormfilter® Stormfilter® Stormfilter®is designed to be a secondary in-line filter system that effectively removes many of the smaller particles not eliminated by conventional structures during the pretreatment process. If allowed to pass through unobstructed,these particles may eventually lower the overall performance of your stormwater management system.Cultec's cost effective Stormfilter®requires less space and is a sensible Best Management Practice for complying with Phase II of the U.S. Environmental Protection Agency's stormwater program. Pass-through filter system used in stormwater applications to filter rainwater run-off prior to larger image entering the CULTEC Stormwater Management System.It has a solid bottom and sidewalls. Specifications Length 7.50 ft 2.286 m Width 52inches 1321 mm Height 38 inches 965.2 mm Access Opening Length 22.5 inches 571.5 mm Access Opening Width 16 inches 406.4 mm Capacity 425 gal 1609 L Capacity 56.66 gal/ft Solid Removal 70-85% Treatment Capability 2940 gpm 11129.11 fpm CFS 2.3 continuous filtration capacity 6.5 maximum surge capacity Fully filtered 8 in Max.Inlet Opening Overflow capability-24 in Fully filtered-200 mm Overflow capability-600 mm htto://cultee.thomasnet.com/printitem/filters/stormwater-filter-chamber/400?&plpver=l0&ass... 9/11/2008 Gultee, Inc - Model # 280, Recharger® 280 Page 1 of 2 CULTEC, Inc. 878 Federal Road P.O. Box 280 Brookfield, CT 06804, USA Phone: 203-775-4416 Toll Free: 1-800-4-CULTEC(1-800-428-5832) Fax: 203-775-1462 Email: custservice(a-)cultec.com All Categories > Storm Water Products> Chambers>Contactorl&& Recharger®Chamber> Model#280 Model#280 Recharger@ 280 Recharger®280 The Recharger®series consists of higher profile, higher capacity chambers.When using this series,less chambers are required resulting in less labor and a smaller installation area. Each chamber features two side portals which allow for internal manifolding of the system. HVLV Feed Connectors are inserted into the side portals to allow for flow from row to row. Only available in Heavy Duty(HD). Storage Volume Provided per Installed Chamber: With 6" stone base 64.46 cu. ft. / unit With 12" stone base 70.53 cu. ft. / unit With 18" stone base 76.59 cu. ft. l unit � i't I II II larger_i..mage larder image. Specifications Length 8.00 ft 2.44 m Installed Length 7.00 ft 2.13m Length Adjustment 1.00 ft 0.30 m Width 47 inches 1194 mm Height 26.50 inches 673 mm httn-//(nitPP tlhnmacnatrnm/nrintitPm/rhnmhPrc-7/nnntactor-174-recharger-1 74-Chamber-2/n... 9/10/2008 Coltec, Inc - Model #280, Recharger® 280 Page.2 of 2 -- Storage Capacity of Model R 363.81 gal 1377.2 L Storage Capacity 6.079 ft3/ft 0.560 m/m Chamber Storage Capacity 42.55 ft3/unit 1.20 m3/unit Min.Storage Capacity 64.46 ft3/unit Surrounded in Stone 1.83 m3/unit 18 inches Max.Inlet Diameter !? 450 mm httD:Hcultec.thomasnet.com/r)rintitem/chambers-2/contactor-174-recharger-174-chamber-2/p... 9/10/2008 01 John Cavanaro ConsultingJOB 179 Chief Justice Cushing Highway Cohasset, MA 02025 SHEET NO. OF Tel: (781) 383-8187 _ Fax: (781) 383-8667 CALCULATED BY _ DATE Q 2- ,0 j&> CHECKED BY T3DATE ca e Saar L 4f310 ! I _ __-------------- ------- _.. _. .._ . ._� - . V � r D { I , � �� , F i I I ' I John Cavanaro Consulting JOB 0 179 Chief Justice Cushing Highway Cohasset, MA 02025 SHEET NO. OF Tel: (781) 383-8187 Fax: (781) 383-8667 CALCULATED BY GS —DATE Oq 111p 9 CHECKED BY DATE _S7 ............................ Ll061 t1i 3 1 . ............. 777 .................. C ie ............ ----------- T .............. ................. ------ I ----------- ------------- ---------- ---------- ........... .......... .............. 7 ---------- --------- a cn q � w Location: Main Street- North Andover, MA 01845 Z � � a a A B C D E TSS Removal Starting TSS Amount Remaining BMP Rate Load" Removed•(BxC) Load (C-D) ... N Deep Sump CB 25% 1.010* .25 .75 0 0 Cultec Stormfilter 70% .75 .53 22 • 0 = 0 IE J[ 11 1 .... CO IE 11 1 Total TSS Removal = .78 = 78% Pro ect: Bank of America Prepared By: nn�� * Equals remaining load from previous BMP (E) Date: 09/11/08 which enters the BMP G SECTION IX PROJECT PLANS See Attached i DRAWING REVISIONS Ito � ACTION DATE DESCMPTION i GENERAL QIES, s� s4 ti K �' ` �� 1. THE PURPOSE OF T}iIS PLAN IS TO ILLUSTRATE THE EXISTING CONDITIONS AT THE SITE. 2. PROPERTY LINE INFORMATION SHOWN ON THIS PLAN IS BASED ON COMPILED INFORMATION FROM AVAILABLE ,. '••f� ASSESSOR'S MAPS, RECORDED DEED INFORMATION AND AN INSTRUMENT LAND SURVEY. 3. WETLAND LINE WAS DELINEATED BY JOHN ZIMMER, P.W.S. ON 8/5/08. sr �, DATUM,- NGVD 1929 154 MAIN STREET NORTH ANDOVER, MA 9 OSGOOD POND 1C�C3 O 1381 , ,w WF/3 EDGE OF POND U) 0 MAP 41 LOT 33 AREA­�9,842f S.F. BORDERING���� - VEGETATED -- - 2 WETLAND WF/2 a — - -- ---- ,\ p o N � L�sGti.l.7Jlr_ SBDH = STONE BOUND DRILLHOLE FND = FOUND AC = AIR CONDITIONER j ��--- - --- --_ CONC. = CONCRETE / BIT. = BITUMINOUS f - RET. = RETAINING TYP = TYPICAL F.F. = FIRST FLOOR UP = UTILITY POLE SGN = SIGN CB = CATCH BASIN T = TELEPHONE WV = WATER VALVE cuAR' RAL , HYD = HYDRANT EDGE of r HENT BCH = BENCH HC = HANDICAP Pav _ 23.9' � �. ��✓ VGC VERTICAL GRANITE CURB BOA = BANK OF AMERICA Li —200— EXISTING CONTOUR AC _. _ BIT CONC. n PARKING n II BOA y SIGN r. j 0 " W IL L__J S — � �, 8 DH , HC RAMS _ 1 O1 00 _.._ FND 8. N 3 37'00" W �� OF M� c CONC. BRICK WALK � ICK WALK CONC y :` BRJP VGC G UP LLacH II CB I��� �,I - �- � END P. -+ t FLOOD -----��.�__ _ SCN� _ - No.i 2 0 ZONE INFORMATION: �� - ;J vac � s wV, '�FClSTER�� � FEMA: xDa CB . J� ! �( LAtA S�Q` LOCATED DIN E OUTSIDE (A 500 YEAR FLOOD) COMMUNITY PANEL NO 250098-0003C CAVANARO CONSULTING LAST REVISED: 7/p2/93 SCALE: 1"=400' 687 MAIN STREET IAJNJ T i �r��� rP.O. BOX 5 i75 PUBLIC - 60� `VIDE ) NORWELL, MASSACHUSErrS 02061 PHONE: 78t.659.8187 Pax: 781.659.8186 ZONING REQUIREMENTS: GENERAL BUSINESS DISTRICT EXIS"I'ING CONDI"FIONS PLAN AREA 25,000 SF �'1' FRONTAGE 125 FEET 151 MAIN S'I'R p BUILDING HEIGHT 45 FEET NOR'T'H ANDOVER MA 01815 LOT COVERAGE 35% PREPAREI) FOR: MINIMUM YARDS: C13 RICHARD ELLIS FRONT 25 FEET GL013AL CORPORA'T'E SERVICES SIDE 25 FEET 1075 MAIN S'I'RN1,;1' REAR 35 FEET GRAPHIC SCALE WAI.T'f VNI, NU02451 20 o io zo ao 80 PROJECT NO. : 8062 DRAWING No. SCALE AS SHOWN ( IN FEET ) 1 inch = 20 ft. DATE 09/11/08 DESIGNED BY : MGJ DRAWN BY : MGJ SHEET NO. 1 OF 2 CHECKED BY : BPS FILENAME: Z.\SHAREn\8062\PWG\8W2SP DRAWING REVISIONS \ OSGOOD PRECAST CONCRETE I 108.00"[2743 mm] CURB SIDEWALK OR LANDSCAPING SEE PLANS -- -- - -------- --- - ---- -------- 1-1/2- WEARING COURSE AC110N DATE DESCRlP110N /5 \ - {i 5' MIN. REINFORCED CONCRETE PAD \ POND 1-1/2" BINDER COURSE F_ - 2" BIT. CONC. 'f'o P 'nK \ -- 5-1 2 CULTEC STORMFILTER400 GENERAL NOTE q v / " OR CEMENT CONC. �� � 12" GRAVEL BASE j - 5 SWF/4 S -�- j I 1. THE PURPOSE OF THIS PLAN IS TO ILLUSTRATE THE "t �A EXISTING AND PROPOSED CONDITIONS AT THE SITE. X138, 6» LOAM AND LANDSCAPE 72.00'[1829 mm] 2. PROPERTY LINE INFORMATION SHOWN ON THIS PLAN IS 624 184 F 8" GRAVEL o BASED ON COMPILED INFORMATION FROM AVAILABLE 4' ! I I _ - - - - 18" %C ASSESSOR'S MAPS, RECORDED DEED INFORMATION AND AN ,w WF/3 EDGE OF POND 11 12" 10' INSTRUMENT LAND SURVEY. to CO MAP 41 LOT 33 � ' , �\\ o EXISTING SOIL OR ORDINARY i � 3. WETLAND LINE WAS DELINEATED BY JOHN ZIMMER, P.W.S. N co AREA_:-il f S.F. BORDERING r o o ARY FILL INVout = 91.50 rO VEGETATED -- - d`dCOMPACT GRAVEL AND FILL BEHIND ON 8/5/08. Z \ WETLAND 6" CURB TO 93% (MIN.) -- - -�.----------------- WF/2•i 2.00"[51 mm] PROPOSED OUTLET CONTROL STRUCTURE �� CEMENT CONCRETE (OCS) FOR INFILTRATION BASIN NGVD 1929 ELEV. 4" INV. = 91.60 S� / eU/�� \� �jt 1 ELEV. 6" INV. = 92.50 / S Q\\\ 1 INVout 12" HDPE = 91.60 \ gr'ty� Fre [ ] L N COMPACTED SUBGRADE 8.00' 203 mm , ° ° ' • _�T FLOOD ZONE INFORMATION: p o PROPOSED CULTEC STORMFILTER 400 CONNECTED PROPOSED 12" HDPE OUTLET - to FEMA: - ��_ .- � � � � TO INFILTRATION FIELD OF 8 RECHARGER 280 UNITS ,a? rn SET IN ONE FOOT OF CRUSHED STONE ON BASE B 1R CONCRETE OR GRANITE CURB LOCATED IN ZONE X MANIFLOLD TO OCS � - -_ _ � FEET OF CRUSHED STONE ALL SIDES WITH TWO OBSERVATION (AREAS OUTSIDE 500 YEAR FLOOD) - - - CONCRETE PAD ABOVE STORMFILTER ' 50.0' PORTS AND OVERFLOW TO A SWALE NOT TO SCALE COMMUNITY PANEL NO 250098-0003C • INVin = 93.8 PROPOSED RETAINING _ -� , \���-, NOT TO SCALE LAST REVISED: 7 WALL WITH GUARDRAIL SCALE: 1"=400' /02/93 (MAX. HEIGHT 8 FEET) I'- - PROPOSED HAY BALE / O \, & SILT FENCING _ ry. OUTLET CONTROL REINFORCED PAVEMENT 95%COMPACTED CULTEC RECHARGER 280HD TOP OF 4"BAFFLE STRUCTURE CONCRETE PAD -- ELEV.=93.50' FILL �_ •r_ " rzzz p riTrrrrTTTTTTTTrrTTrTrr�rT� ZzzZITZT�IIIZTLZTm r-�. ----- --- - -- - � u � TTTTm NTNG RE -�-- QUIRE GENERA ,� -,- .,,•_-. �.-.�_T.J • ;��._,� �,;��<- - L BUSINESS DISTRICT v ,\ .. •. r G Y < AREA 25,000 0 SF a• 4 ■ .cam INVout-93.9 �}^>••.,. ,.-,�--�:a�:,:::x 5 ORIFfCE - _ s.-. , ... .v .. - �'f��.,-:•,`a AGE - - 1 FEET v ARG RAIDL_ .�... FRONT �.•. 1°-A ti' INV.=92.50 �Q/ / .;.>• BUILDING HEIGHT 45FEET 15.0' EDGE OF�PAVEMENT ' LOT COVERAGE 35% � 12 HDPE ��C'`_W:;{. ,,:o.<' J``'� 4"ORIFICE /\�` . INV.=91.60' MINIMUM YARDS: FRONT �\\` 25 FEET �0 9g r 25.0` 9.0' <�> � "�'� HHHH1 REAR 25 FEET AC ' __ 35 FEET 10.5' - - - -� -�_ T-_ !\�= A 99 OUTLET PIPE INLET PIPE [- — --�.� — -•-'' INV.=91.60' INV.=91,60' PIP' PARKING REQUIREMENTS STORMFILTER 400 INLET PIPE - C BIT. CONC.� n PARKING REQUIRED EXISTING PROPOSED 20.0` �1 OUTLET CONTROL STRUCTURE 1,550/300 = 6 12 18 + y PR POSED ooN w SECTION VIEW OF STORM FILTER CO AC � 12 0 18 0 NOT TO SCALE N N HCSPACES1 1 , p N ECTION ENTRANCES - 3 2 - LANDSCAPE 51 2 �S�N HC RAMP TO RECHARGE CHAMBERS AISLE WIDTH: �� 1 .O1' FNo 8.001 ONE-WAY - 10.5' 10.5' CCNC BRICK WALK N 3 37'00" W BRICK WALK NOT TO SCALE TWO-WAY 25' 23.9' 25' CoN C. p �SG B UP BCH I SGNI VGC'-_-�-- �—�• � /��`'�,�.,-�:� ...r �TrTTTTrTTrj �Z �- rT ...,., ,•,�aa.`,-:�,•.:'. ..........:. p, TTTTTTTTTTTTTTITTTTT v ,. 4'1 LEGEND• CB \ PROPOSED CATCH \\� e.,_ '-�- ------ x �- - SBDH = STONE SE D COMPLIANT VAN //" p _ NE BOUND DRILLHOLE ACCESSIBLE HANDICAPPED t� i ��"�� r _ ,� • Y � FND = PARKING SPACE WITHSIGNpv�� BASIN FOUND CLOSE EXISTING CURB OPENING NTH Oft-�� l 1 � �\%,.';:- �:.�f AC = AIR CONDITIONS s, �•� � R CONC. = CONCRETE VERTICAL GRANITE CURB, PROVIDE CRUSHED RELOCATE EXISTING \ - E STONE THROAT TO EXISTING CATCH BASIN SIGN �\ /\N:<, �.: `°~ BIT. BITUMINOUS 5 _ \j:>s�==•:' RET. RETAINING TYP — TYPICAL MAIN �� ;/ / // F.F. = FIRST FLOOR ( PUBLIC - 60' `VIDE ) STREET �\i 'r==; � �\\\\\ /\\/� UP = UTILITY POLE \j:•.:;•.:r- ;:-,-.Y. \\/\\ j\\/� SGN = SIGN CB = CATCH BASIN T = TELEPHONE \\`.::y;. \r. .w.:,, �.. ;?::°•<;\\ \\ \\,\\,\\,\\,\\ \\,\��\\, \,\\,�\\,.\\,�\\,�\\,�\\,�\\,�\\,� WV = WATER VALVE HYD = HYDRANT CULTEC STORMFILTER 400 BCH = BENCH �a = ✓\! HC = HANDICAP GRAPHIC SCALE VGC = VERTICAL GRANITE CURB \,\,\,\.\,\,\,�\\,�\\,�\\,�\\,�\�,�\\,�\\; 12" HDPE PIPE B 0 A = BANK OF AMERICA 20 0 �0 20 ao ao INVout=93.90 —200— EXISTING CONTOUR 36" MIN. FENCE POST (STEEL 'T' TYPE OR 2" ( IN FEET ) HARDWOOD) DRIVEN MIN. 16" INTO GROUND, 10' MAX. O.C. P��� OF,IIS 1 inch = 0 ft. SECTION VIEW FCA o AN yes CATCH BASIN CONNECTION APPROVED FILTER FABRIC OR TO STORM FILTER SUL APPROVED EQUAL, FASTEN W/ TIES 9 ® TOP AND MIDSECTION, EVERY 24" NOT TO SCALE 9FG/STER�� t LANDS 1 " - 2" WASHED, FINISHED GRADE STAKED BALES END CRUSHED STONE 2.5" ASPHALT p� pRCONSULTING �i�v■ �i r�ri�■fit TO END CAVANA 1O CONS V Lr 1 ING CULTEC 410 FILTER FABRIC 85% COMPACTED FILL 20" FRAME TO BE SET IN STANDARD CATCH BASIN FRAME AND GRATE 687 MAIN STREET RECOMMENDED, NOT REQUIRED CULTEC 410 MIN. I FULL BED OF MORTAR LeBASTANDARD LF 245 OR EQUAL CULTEC RECHARGER CHAMBER FILTER FABRIC I BRICK LEVELING COURSE AS P.O. BOX 5175 HEAVY DUTY H-20 CHAMBER TOP, SIDES AND BOTTOM SPOIL FROM [ � REQUIRED FOR GRADE ADJUSTMENTS NORWELL, MASSACHUSETTS 02061 X BALE TRENCH I I (2 MIN. - 5 MAX.) FLOW PHONE: 781.659.8187 �•. UNDISTURBED GROUND a 18'-24" 5" MIN. 24" FAx: 781.659.8186 - I I CONICAL SQ. OPENI X ,.p. SECTION OR MORTAR ALL JOINTS FLAT TOP OR PROVIDE PREFORMED ° I I " [MASTIC SEALER SFFE L PEEN 2" BINDER COURSE 1" WEARING COURSE �8 MIN. �T 1 PROVIDE "V" OPENING r MAIN Sr-FR `ET z 11�I z 48" DIA. 1J 1 Lh. o� h'� h , . � . �i-iii--i� �� � cn _I I- ( ( ��I t� � HEIGHT OF 1" CLEAR I � (� Q I »� ! �T� L �Trl(l p �� _6> 16" I I 4"-6 t RISER SECTIONS CLEANOUT N011rI+ll ANDOVER, Lk OI&4J ' o VARY FROM OUTSIDE OF PIPE , , PLUS 2" CLEARANCE e a� o °.. o .° I 1 - 4 FEET • PREPARED FOR: CB RICI�Lk �D I'.L.LIS a•°.•.° o 1" BETWEEN ROWS ON 12" STONE BASE MIN. � °••80°' o a;8o°•° to EMBED FABRIC AND FENCE, (NORMAL GLOBAL CORPOILVFE SERVICES 12" GRAVEL BASE WATER 8" MIN. LEVEL IN 12" HDPE (TYP.) 1075 ,NIAIN S�I REI.1' GENERAL NOTES /� SUMP Recharger'° 280 by CULTEC, INC. of Brookfield, CT. Moog° / 000g cc�� r All RechargerTt 2 all Chambers must t installed in .°ao� /( o b000•° 0 48" MIN. GAS TRAP NAIL FI1v1I, iNI11OG�JI accordance with atl applicable local, state and federal regulations. SUMP Refer to manufacturer, CULTEC, INC.'s recommended - BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY, � � � -�y I I1 I l� - -5" MIN. installation guidelines. NO PLASTIC OR WIRE. -lig—���- PROJECT N0. : 8062 DRAWING N0. All Recharger" 28OHD H2O Heavy Duty units are SUBGRADE marked with a 4' stripe along the length of the chamber. - HAY BALES TO BE SECURED W/ MIN. TWO (2) 2"X2" SCALE AS SHOWN WOOD STAKES PER BALE, DRIVEN 18" MIN. INTO GRADE. COMPACTED SUBGRADE DATE 09/11/08 TYPICAL CROSS SECTION RECHARGER 280HD HAYBALE WITH SILTFENCE DETAIL PAVEMENT SECTION PRECAST CONCRETE CATCH BASIN %9 P H-20 CULTEC CHAMBER SYSTEM NOT TO SCALE N.T.S. NOT TO SCALE DESIGNED BY : MGJ NOT TO SCALE DRAWN BY : MGJ SHEET NO. 2 OF 2 CHECKED BY : BPS FlLENAME: Z. ARED\8062\DWG\8062SP