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162 FEDERAL ST - PLANNING i + � � �I i i • �;, �i _ i . . E ` � .. . � - l i � � � � � � ` �:. rte ' -:,>�4,, Application I t TINTI, QUINN, GROVER & FREY, P.C. 27 CONGRESS STREET,SUITE 414 SALEM,MASSACHUSETTS 01970 WILLIAM J.TINTI tinti@tintilaw.com TELEPHONE WILLIAM B.ARDIFF(1965- 1995) WILLIAM F.QUINN (978)745.8065 • (978)7442948 MARCIA MULFORD CINI WilliamFQvsinn@aot.com OF COUNSEL SCOTT M.GROVER TELECOPIER JOHN D.KEENAN smgrover@tintilew.com (978)745-3369 OF COUNSEL www.tintilaw.com MARC P.FREY mpfrey@tintilaw.com JONATHAN M.OFILOS jofilos@tintil,iw.com March 13, 2012 Ms. Danielle McKnight City of Salem Planning Department 120 Washington Street Salem, Massachusetts 01970 In re: 162 Federal Street, Salem, MA William Wharff-Applicant Dear Danielle: Enclosed please find the following documents with regard to the above captioned property: 1. Application—Wetlands and Flood Hazard Districts Special Permit (original and 15 copies); 2. Application—Site Plan Review (original and 15 copies) including: a. Part II Narrative; b. Environmental Impact Statement; c. Site Development Plans. 3. Check in the amount of$675.00 (filing fee) Please schedule the above for a hearing on April 5, 2012. Thank you for your assistance. V ly you , r Sco rover SMG/dlg Enclosures F CITY OF SALEM PLANNING BOARD 7011 MAR 13 P 1: 53 FIL CITY CLERK, SALEM, MASS. CITY OF SALEM APPLICATION WETLANDS AND FLOOD HAZARD DISTRICTS SPECIAL PERMIT Applicant: William Wharff Address: 30 Federal Street, Salem, MA Telephone: 617-797-1897 Owner: Northeast Behavioral Health Corp. Location of Property: 162 Federal Street, Salem, MA Project Description: 8 Unit residential redevelopment L It has been determined by the Building Inspector that the above property lies in the following area(s): A. Wetlands District: Wetlands (C)Buffer Zone (Y) B. Flood Hazard District: Zone A 0 ZoneA3 O Zone V3 () II. Information required includes this application and the following additional information: (File one (1) copy of everything with the City Clerk and fifteen (15) copies with the Planning Board, all copies must be stamped by the City Clerk) A. A site plan at a scale of 1"equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 2. The location,boundaries, and dimensions of each lot in question. 3. Two-foot (2') contours of the existing and proposed land surface. 4. Location of existing and proposed structures,water-courses, drainage and drainage easements, means of access, utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section I. B. In the Wetlands District, a determination by a qualified engineer of the seasonal high water table, performed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to t compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certified, the Planning Board may waive this requirement. D. A list of Federal, State, and other local permits required by the applicant. Variance from ZBA; Order of Conditions; Historic Commission approval E. Descriptions relative to all conditions applicable in Section III below. III. Conditions (Complete those sections indicated (x)by the Building Inspector) In the Wetlands and Flood Hazard Districts no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as fill, excavated, or transferred; and no sediment shall be caused to be discharged from or onto a wetland, unless all the following conditions are found to exist as part of the granting of a Special Pennit by the Planning Board (Use additional pages if necessary) A. All Districts: ( ) 1. The proposed use will comply in all respects to the uses and provisions of the underlying District in which the land is located. Yes x, No based on ZBA approval O 2. There is adequate convenience and safety of vehicular and pedestrian movement within the site, and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. Adequate convenience and safety for both vehicular and pedestrian movement within the proposed site has been provided. O 3. Utilities, including gas, electricity, fuel,water, and sewage disposal, shall be located and constructed so as to protect against breaking,leaking, short-circuiting, grounding or igniting or any other damage due to flooding. (Provide details) Existing utilities will be utilized. () 4. The cumulative effect of the proposed development or use, when combined with all other existing and anticipated development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage capacity in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfisheries; adversely affect groundwater resources or increase storm water run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. The proposed development will not obstruct or divert flood plan. B. Wetlands District: O 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other contaminating substances or discharge of any polluting liquids or materials into streams,brooks or wetlands. (The polluting effects of substances on the Wetlands are to be gauged by the"Rules and Regulations for the Establishment of Minimum Water Quality Standards and for the Protection of the Quality and Value of Water Resources"of the Commonwealth of Massachusetts.) See associated stormwatpr management report for this proiect ( )2. The floor level of areas to be occupied by human beings as living or work space shall be four (4) feet or more above the seasonal high water table. The floor areas are greater than four feet above seasonal high water table. ( ) 3. If the basement floor level is below the seasonal high water table and affords the possibility of human occupancy at some future date, although not originally intended, adequate perimeter drainage and foundation shall be installed to withstand the effect of pressure and seepage. Furnace and utilities are to be protected from the effects of leaching. (Provide details) ( ) Applies (X) Does not Apply O 4. If the lot is to be served by an on lot septic system, the leaching area designed for use, as well as a reserved area for future expansion or total future use, shall be plotted with dimensions on the site plan, and the leaching areas shall not be constructed where the seasonal high water table is less than 4 feet below the bottom of the leaching areas. ( )Applies (See site plan) ()Does not apply C. Flood Hazard District(all zones): ( ) 1. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. All structurals for residential uses .are abQye the100 year fland level. ( ) 2. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for nonresidential uses shall be at or above the 100 year flood level or the structures shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. Flood-proofing measures shall insure that the structure is watertight and that structural components have the capability of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. All structures are above the 100 year flood elevation. D. Flood Hazard District. Coastal High Hazard Area(Zone V3): ( ) 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide. n/a O 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings or columns so that the lowest portion of the structural members of the lowest floor(excluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the lowest floor shall be free of fixed obstruction. (Provide details) n/a ( ) 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) n/a IV. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. % --� (to be submitted) ignatore of Applicant Signature of Owner(attached consent letter is also acceptable) March 12, 2012 March 12, 2012 Date Date FEE PAID: i . "3 CITY OF SALEM =� =� PLANNING BOARD 1011 MAR 13 P Is sv CITY CLERK, SALEM, MASS. CITY OF SALEM APPLICATION WETLANDS AND FLOOD HAZARD DISTRICTS SPECIAL PERMIT Applicant: William Wharff Address: 30 Federal Street, Salem, MA Telephone: 617-797-1897 Owner: Northeast Behavioral Health Corp. Location of Property: 162 Federal Street, Salem, MA Project Description: 8 Unit residential redevelopment I. It has been determined by the Building Inspector that the above property lies in the following area(s): A. Wetlands District: Wetlands fit) Buffer Zone (X) B. Flood Hazard District: Zone A (�ZoneA3 O Zone V3 () 11. Information required includes this application and the following additional information: (File one (1) copy of everything with the City Clerk and fifteen (15) copies with the Planning Board, all copies must be stamped by the City Clerk) A. A site plan at a scale of 1"equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 2. The location,boundaries, and dimensions of each lot in question. 3. Two-foot(2') contours of the existing and proposed land surface. 4. Location of existing and proposed structures, water-courses, drainage and drainage easements, means of access, utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section I. B. In the Wetlands District, a determination by a qualified engineer of the seasonal high water table,perfonned during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to 1 compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certified,the Planning Board may waive this requirement. D. A list of Federal, State, and other local permits required by the applicant. Variance from ZBA; Order of Conditions; Historic Commission approval E. Descriptions relative to all conditions applicable in Section III below. III. Conditions (Complete those sections indicated (x)by the Building Inspector) In the Wetlands and Flood Hazard Districts no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as fill, excavated, or transferred; and no sediment shall be caused to be discharged from or onto a wetland, unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board(Use additional pages if necessary) A. All Districts: O 1. The proposed use will comply in all respects to the uses and provisions of the underlying District in which the land is located. Yes x, No based on ZBA approval ( ) 2. There is adequate convenience and safety of vehicular and pedestrian movement within the site, and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. Adequate convenience and safety for both vehicular and pedestrian movement within the proposed site has been provided. O 3. Utilities, including gas, electricity, fuel, water, and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or igniting or any other damage due to flooding. (Provide details) Existing utilities will be utilized. O 4. The cumulative effect of the proposed development or use,when combined with all other existing and anticipated development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage capacity in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfisheries; adversely affect groundwater resources or increase storm water run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. The proposed development will not obstruct or divert flood plan. 1 B. Wetlands District: ( ) 1. The proposed development or use shall not include the storage of salt,chemicals, petroleum products or other contaminating substances or discharge of any polluting liquids or materials into streams,brooks or wetlands. (The polluting effects of substances on the Wetlands are to be gauged by the "Rules and Regulations for the Establishment of Minimum Water Quality Standards and for the Protection of the Quality and Value of Water Resources" of the Commonwealth of Massachusetts.) _See associated stormwater management reinrr for rhis project () 2. The floor level of areas to be occupied by human beings as living or work space shall be four(4) feet or more above the seasonal high water table. The floor areas are greater than four feet above seasonal high water table. ( ) 3. If the basement floor level is below the seasonal high water table and affords the possibility of human occupancy at some future date, although not originally intended, adequate perimeter drainage and foundation shall be installed to withstand the effect of pressure and seepage. Furnace and utilities are to be protected from the effects of leaching. (Provide details) ()Applies ( Does not Apply ( ) 4. If the lot is to be served by an on lot septic system, the leaching area designed for use, as well as a reserved area for future expansion or total future use, shall be plotted with dimensions on the site plan, and the leaching areas shall not be constructed where the seasonal high water table is less than 4 feet below the bottom of the leaching areas. ( ) Applies (See site plan) ()Does not apply C. Flood Hazard District (all zones): ( ) 1. The floor of the basement, or if none,the lowest floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. All structurals for residential uses are above the 100 year flood level. ( ) 2. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for nonresidential uses shall be at or above the 100 year flood level or the structures shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. Flood-proofing measures shall insure that the structure is watertight and that structural components have the capability of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. All structures are above the 100 year flood elevation. D. Flood Hazard District. Coastal High Hazard Area(Zone V3): ( ) 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide. n/a () 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings or columns so that the lowest portion of the structural members of the lowest floor(excluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the lowest floor shall be free of fixed obstruction. (Provide details) n/a () 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) n/a IV. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. (to be submitted) �'gnature of Applicant Signature of Owner(attached consent letter is also acceptable) March 12, 2012 March 12, 2012 Date Date FEE PAID: j CITY OF SALEM PLANNING BOARD 1011 MAR 13 P 1; 54 FILE CITY CLERK, SALEM,MASS. CITY OF SALEM APPLICATION WETLANDS AND FLOOD HAZARD DISTRICTS SPECIAL PERMIT Applicant: William Wharff Address: 30 Federal Street, Salem, MA Telephone: 617-797-1897 Owner: Northeast Behavioral Health Corp. Location of Property: 162 Federal Street, Salem, MA Project Description: 8 Unit residential redevelopment I. It has been detern-rined by the Building Inspector that the above property lies in the following area(s): A. Wetlands District: Wetlands (K)Buffer Zone (X) B. Flood Hazard District: Zone A (� ZoneA3 O Zone V3 () II. Information required includes this application and the following additional information: (File one (1) copy of everything with the City Clerk and fifteen(15) copies with the Planning Board, all copies must be stamped by the City Clerk) A. A site plan at a scale of I" equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 2. The location,boundaries, and dimensions of each lot in question. 3. Two-foot(2') contours of the existing and proposed land surface. 4. Location of existing and proposed structures, water-courses, drainage and drainage easements,means of access,utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section I. B. In the Wetlands District, a determination by a qualified engineer of the seasonal high water table,performed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certified,the Planning Board may waive this requirement. D. A list of Federal, State, and other local permits required by the applicant. Variance from ZBA; Order of Conditions; Historic Commission approval E. Descriptions relative to all conditions applicable in Section III below. III. Conditions (Complete those sections indicated(x)by the Building Inspector) In the Wetlands and Flood Hazard Districts no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as fill, excavated, or transferred; and no sediment shall be caused to be discharged from or onto a wetland, unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board (Use additional pages if necessary) A. All Districts: O 1. The proposed use will comply in all respects to the uses and provisions of the underlying District in which the land is located. Yes x, No based on ZBA approval O 2. There is adequate convenience and safety of vehicular and pedestrian movement within the site, and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. Adequate convenience and safety for both vehicular and pedestrian movement within the proposed site has been provided. () 3. Utilities, including gas, electricity, fuel, water, and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or igniting or any other damage due to flooding. (Provide details) Existing utilities will be utilized. () 4. The cumulative effect of the proposed development or use,when combined with all other existing and anticipated development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage capacity in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfisheries; adversely affect groundwater resources or increase storm water run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. The proposed development will not obstruct or divert flood plan. B. Wetlands District: () 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other contaminating substances or discharge of any polluting liquids or materials into streams,brooks or wetlands. (The polluting effects of substances on the Wetlands are to be gauged by the "Rules and Regulations for the Establishment of Minimum Water Quality Standards and for the Protection of the Quality and Value of Water Resources" of the Commonwealth of Massachusetts.) See associated stormwater management report fnr this pro_jeCt () 2. The floor level of areas to be occupied by human beings as living or work space shall be four(4) feet or more above the seasonal high water table. The floor areas are greater than four feet above seasonal high water table. O 3. If the basement floor level is below the seasonal high water table and affords the possibility of human occupancy at some future date, although not originally intended, adequate perimeter drainage and foundation shall be installed to withstand the effect of pressure and seepage. Furnace and utilities are to be protected from the effects of leaching. (Provide details) ( ) Applies (ll) Does not Apply ( ) 4. If the lot is to be served by an on lot septic system, the leaching area designed for use, as well as a reserved area for future expansion or total future use, shall be plotted with dimensions on the site plan, and the leaching areas shall not be constructed where the seasonal high water table is less than 4 feet below the bottom of the leaching areas. ()Applies (See site plan) O Does not apply C. Flood Hazard District(all zones): O 1. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. All structurals for residential uses are above the 100 year flood level. ( ) 2. The floor of the basement, or if none,the lowest floor of new construction or substantial improvement of structures for nonresidential uses shall be at or above the 100 year flood level or the structures shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. Flood-proofing measures shall l) insure that the structure is watertight and that structural components have the capability of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. All structures are above the 100 year flood elevation D. Flood Hazard District. Coastal High Hazard Area(Zone V3): O 1.New structures or substantial improvements shall be located landward of the reach of Mean High Tide. n/a () 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings or columns so that the lowest portion of the structural members of the lowest floor(excluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the lowest floor shall be free of fixed obstruction. (Provide details) n/a ( ) 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) n/a IV. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to 1leviate the effects of same. i` (to be submitted) ignature of Applicant Signature of Owner(attached consent letter is also acceptable) March 12, 2012 March 12, 2012 Date Date FEE PAID: Northeast Behavioral Health Treatment makes a difference.Recovery makes a life. A member of Northeast Health System March 13, 2012 Charles Puleo, Chair City of Salem Planning Board 120 Washington Street Salem, Massachusetts 01970 Re: William Wharff Applications for Site Plan Review Special Permit and Wetlands and Flood Hazard Districts Special Permit 162 Federal Street Dear Mr. Puleo: Please be advised that Northeast Behavioral Health Corp., formerly known as Health & Education Services, Inc., owner of the property located at 162 Federal Street, hereby authorizes William Wharff to include its property in the Permit Applications for the proposed development of the property, substantially as shown on the plans submitted herewith. Northeast Behavioral Health Corp., f/k/a Health & Education Services, !nc. /J �y' By: "it [ (, -e Mimi Nl duly authorized Executive Office Zero Centennial Drive,Peabody.Massachusetts 01960 ph:978-968-1700 fr:978-531-8920 nebhealth.org 01 Funded in Part by the North Shore united way STORMWATER MANAGEMENT REPORT 162 FEDERAL STREET t (AND A PORTION OF 150 FEDERAL STREET) ' SALEM, MASSACHUSETTS 1 1 Prepared for: ' William Wharlf 30 Federal Street Salem, Massachusetts 01970 ' Prepared by: ' Meridian Associates, Inc. 500 Cummings Center, Suite 5950 Beverly, Massachusetts 01915 ' (978) 299-0447 January 25, 2012 1 MERIDIAN ASSOCIATES 1 TABLE OF CONTENTS ' ➢ Stormwater Narrative Hydrologic Calculations ' - TSS Removal Calculation Worksheet ' ➢ Checklist for Stormwater Report ➢ Inspection and Maintenance Program - Construction Period Pollution Prevention and Sedimentation and Erosion Control Plan - Post Construction Operation and Maintenance Plan I 1 1 1 STORMWA TER NARRATIVE ' Riverfront Area- Section I ' Project Narrative: The subject property is comprised of two parcels. The two parcels consist of a property ' of approximately 0.34± acres at 162 Federal Street in Salem, Massachusetts and a proposed parcel to augment the property at 162 Federal Street that is currently a portion of 150 Federal Street and consists of.22± acres. The property is bordered by a residential ' dwelling, a vacant property to the West, and to the South the property has frontage on Federal Street. ' The property at 162 Federal Street is the occupied by an existing multi-unit dwelling with associated gassed area to the rear of the lot. The 150 Federal Street parcel is currently an existing parking area that extends to Bridge Street. This new parcel falls within the 200' ' Riverfront Area associated with the North River about 65% of which is currently paved parking area and is considered degraded. The North River is located across Bridge Street to the north approximately 65± feet from the proposed property line. A portion of the ' property is also within the Bordering Land Subject to Flooding and 100'buffer zone to Bank. The total area of the combined parcel will be 0.56± acres. The runoff from the impervious areas on site is not currently treated prior to entering the existing storm drain ' system in Bridge Street. The applicant is proposing eight condominium units within the existing building and a ' redesigned parking area with an access walkway to the rear of the building. Also, the applicant is proposing to collect, treat and recharge storm water runoff from impervious areas by installing a proposed subsurface infiltration system and a surface infiltration basin. This design results in a reduction of impervious area within the 200'Riverfront Area, a reduction in peak stormwater runoff rates from the site, and will provide the required treatment of runoff prior to being discharged from the site. ' The proposed work within the Riverfront Area will comply with 310CMR 10.58 (5) Redevelopment within Previously Developed Riverfront Areas. ' From the Wetlands Protection Act, criteria to meet this regulation includes: ' (a) At a minimum,proposed work shall result in an improvement over existing conditions. ' Approximately 9,580 SF of the site is within the Riverfront Area. 6,080 SF of this Riverfront Area is a paved parking lot and is considered to be degraded. 2,430 SF of the degraded area is within the inner 100' of.the Riverfront Area and 3,650 SF of the ' degraded area is in the outer 200'of the Riverfront Area. The project proposes 1,630 SF of Riverfront restoration within the inner 100' and an overall reduction in degraded area of 340 SF. The restoration will consist of converting paved ' impervious areas to vegetated areas that provide for wildlife habitat. 1 Additionally,runoff from the impervious areas on site are currently untreated. This ' will be remediated as both a surface and subsurface infiltration basin are proposed and will provide for treatment and recharge which meets the DEP Stormwater ' Management Regulations. This will result in a significant improvement over existing conditions. (b) Stormwater management is provided according to standards established by the ' Department. Section II of this report indicates how the proposal will meet the Stormwater , Management Standards established by the Department. (c) Within 200 foot Riverfront Areas,proposed work shall not be located closer to the river than existing conditions or 100 feet, whichever is less. No work is proposed closer to the river than existing conditions. (d) Proposed work, including expansion of existing structures, shall be located outside ' the Riverfront Area or toward the Riverfront Area boundary and away from the river. Work proposed is not closer to the river than existing conditions. No structures are ' proposed in the Riverfront Area. (e) The area ofproposed work shall not exceed the amount of degraded area,provided ' that the proposed work may alter up to 10%if the degraded area is less than 10%of the Riverfront Area. ' The proposal will decrease the amount of degraded area located within the Riverfront Area from approximately 6,080 SF to 5,740 SF. ' (� When an applicant proposes restoration onsite of degraded Riverfront Area, alteration may be allowed notwithstanding the criteria of 310CMR 10.58 at a ratio ' in square feet of at least 1:1 of restored area to area of alteration not conforming to the criteria. A reduction of degraded area of 340 SF is realized by this project. Restoration ' plantings are included in the proposal to encourage natural habitat and wildlife ' value. The ratio of restored area to area of non-degraded alteration is slightly greater than 1:1 as required. (g) When an applicant proposes mitigation either on site or in the Riverfront Area ' within the same general area of the river basin, alteration may be allowed notwithstanding the criteria of 310CMR 10.58 (c-e) at a ratio in square feet of at , least 2:1 ofmitigation area to area of alteration not conforming to the criteria or an 2 ' equivalent level of environmental protection where square footages not a relevant measure. ' Restoration conforms to criteria of 310CMR 1058 (c-e). No additional off site mitigation is proposed. I 3 1 ' Stormwater Management Standards- Section II ' Project Narrative: ' The subject site is described in some detail in Section I above. In addition, the topography of the site slopes from the south side of the site at Federal Street northerly to the low side of the property on Bridge Street with 4-7 percent slopes. ' The applicant is proposing to reorient an existing parking area,with the addition of an access walkway to the rear of the existing building. All proposed work is being ' conducted on previously disturbed areas. At completion,the total impervious area will be increased from approximately 11, 780 SF(47% of the site) to 14, 350 SF (58% of the site). The proposed design utilizes low impact development strategies for the treatment ' of stormwater runoff including a proposed subsurface infiltration system. The following are the applicable DEP Stormwater Standards as outlined in the Wetlands Regulations to the proposed project: Standard 1: No new stormwater conveyances may discharge untreated stormwater ' directly to or cause erosion in wetlands or waters of the Commonwealth. The existing project topography directs all stormwater runoff from the site toward Bridge ' Street which has an existing municipal drainage system that direct stormwater into the North River. No Best Management Practices are currently in place for treatment of stormwater prior to the stormwater runoff entering the existing municipal drainage ' system. The proposed design will direct the stormwater runoff in the same direction as the ' existing conditions,however two BMPs are being proposed to treat and recharge stormwater from the site. The proposed impervious surfaces associated with the ' proposed parking area will be graded to direct stormwater runoff into the proposed ' surface infiltration basin through a sediment forebay designed to meet treatment requirements. Additionally, the existing roof runoff from the existing building will be directed to a proposed subsurface infiltration system. Both the proposed surface ' infiltration basin and subsurface infiltration system have been sized to meet the DEP Stormwater Handbook. Standard 2: Peak Rate Attenuation - Stormwater management systems shall be designed so that post-development peak discharge rates do not exceed pre- development peak discharge rates. This standard may be waived for discharges to ' land subject to coastal storm flowage as defined in 310 CMR 10.04. The locus property has been modeled as a single drainage basin for the existing ' conditions and two basins for the proposed conditions using a SCS TR-20 analysis. For the existing conditions, the site was broken into two types of areas: impervious (including 4 roof) area, and grassed area. The existing flow was modeled as sheet flow to the chosen , design point of the northwest property line at Bridge Street. The 2, 10, and 100 year storm results are shown below in the existing conditions column. ' In order to compare pre and post conditions for the purpose of evaluating Peak Rate Attenuation the proposed conditions where modeled as sheet flow with the same two area ' types of impervious (including roof area and concrete walkway), and grassed area. The roof runoff will be directed to the proposed subsurface infiltration system which has an outlet to the existing municipal drainage system in Bridge Street. The flow from the , remaining areas of the proposed site are modeled as sheet flow to the design point of the property line at Bridge Street. It should be noted that as required by the DEP Stormwater Policy, the proposed surface infiltration system is not included in the proposed model as ' it is only two feet above seasonal high groundwater. The results of the model show a reduction in peak flow without the surface infiltration basin. The 2, 10, and 100-year storm results are shown below in the proposed conditions column. The Hydrologic ' Calculations follow this narrative. Storm Event Existing Conditions (Pre) Proposed Conditions (Post) , Peak Flow (CFS) Peak Flow (CFS) 2-Year(3.1 in./hr.) 1.2 1.1 ' 10-Year (4.6 in./hr.) 2.1 1.8 100-Year(6.6 in./hr.) 3.2 2.9 , Standard 3: Recharge- Loss of annual recharge to groundwater shall be eliminated ' or minimized...at a minimum, the annual recharge from the post-development site shall approximate the annual recharge from pre-development conditions based on soil type. This standard is met when the stormwater management system is , designed to infiltrate the required recharge volume in accordance with the Mass Stormwater Handbook. The proposed Surface Infiltration Basin with Sediment Forebay and Subsurface ' Infiltration System have been designed in combination to store, treat, and infiltrate the Required Recharge Volume. ' NRCS classifies the soil type on the property as Urban Land. Urban Land is classified as , excavated, filled and made land, essentially an unknown. Onsite soil testing was performed to determine the hydrologic soil rating of the parent material. The testing reports Sandy Loam as the parent material. This texture class is rated as hydrologic soil group B. The target de th factor for this particular soil type is 0.35-inch. 5 ' The following are Required Recharge Volume calculations: ' General Equation from Stormwater Management Handbook Rv=(F)*(A) ' Rv=Required Recharge Volume F=Target Depth Factor A=Impervious Area ' The following is the Required Recharge Volume calculation for the proposed site: Proposed Site Rv=(0.35/12")(14,348 )=419 cf Provided: 723 cf(511 cf from Infiltration Basin and 212 cf from Roof Infiltration System) ' Drawdown Time= (Rv)/(K)(Bottom Area) ' Rv=Required Recharge Volume K=Rawls Rate(from table 2.3.3) ' Time=(419 cf)/(1.02"/12")(427 so= 11.5 hours < 72 hours allowed Standard 4: Water Quality—Stormwater management systems shall be designed to remove 80% of the average annual post-construction load of Total Suspended Solids (TSS). The standard is met with pollution prevention plans, stormwater BMP's sized to capture required water quality volume, and pretreatment measures. ' As discussed above, in the existing conditions the stormwater runoff leaves the site untreated. The stormwater management system has been designed to capture stormwater ' runoff from the entire site and remove a minimum of 80%of the average annual post- construction load of Total Suspended Solids(TSS). These percentages have been achieved by the use of a surface infiltration basin with sediment forebay for pretreatment, ' and the subsurface infiltration facility capturing roof runoff which does not require pretreatment. ' The Stormwater Management Handbook assigns TSS removal percentages to each treatment BMP. Each treatment BMP is sized to capture the required water quality ' volume as calculated in accordance with the Handbook in order to achieve the assigned TSS removal rates. 1 6 1 The following are water quality treatment calculations: , General Equation from Stormwater Management Handbook ' Vwq=(Dwq)(A) Vwq=required water quality volume ' Dwq=water quality depth(1"for critical areas, 0.5" for non-critical areas) A=impervious area The following are treatment sizing calculations for the treatment train: ' Proposed Site ' Vwq =(14,348)( 0.5"/12) = 598 cf Provided: 723 cf(511 cf from Infiltration Basin and 212 cf from Roof ' Infiltration System) A separate document entitled"Inspection and Maintenance Program for a Proposed Stormwater Management System"dated January 25, 2012 is included as part of this , report. Suitable practices for source control and long term pollution prevention have been identified and shall be implemented as discussed. ' The utilization of treatment BMP's combined with the operation and maintenance plan provides compliance with this standard. ' Standard 5: Land Uses with Higher Potential Pollutant Loads (LUHPPLs)—Source control and pollution prevention shall be implemented in accordance with the ' Stormwater Handbook to eliminate or reduce the discharge of stormwater runoff from such land uses to the maximum extent practicable. Stormwater Standard 5 is not applicable to this project. The proposed development will ' not subject the site to higher potential pollutant loads as defined in the Massachusetts Department of Environmental protection Wetlands and Water Quality Regulations. , LUHPPLs are identified in 310 CMR 22.20B(2) and C(2)(a)-(k) and (m) and CMR 22.21(2)(a)(1)-(8) and (b)(1)-(6), areas within a site that are the location of activities that ' are subject to an individual National Pollutant Discharge Elimination System(NPDES) permit or the NPDES Multi-sector General Permit; auto fueling facilities, exterior fleet storage areas, exterior vehicle service and equipment cleaning areas; marinas and , boatyards; parking lots with high-intensity-use; confined disposal facilities and disposal sites. 1 7 1 ' Standard 6: Critical Areas—Stormwater discharges to critical areas require the use of specific source control and pollution prevention measures and specific structural ' stormwater best management practices determined by the Department to be suitable for managing discharges to such areas. Stormwater Standard 6 is not applicable to this project given that the proposed Stormwater will not be discharged near a critical area. Critical areas being Outstanding Resource Waters and Special Resource Waters as designated in 314 CMR 4.0, recharge ' areas for public water supplies as defined in 310 CMR 22.02,bathing beaches as defined in 105 CMR 445.000, cold-water fisheries and shellfish growing areas as defined in 314 CMR 9.02 and 310 CMR 10.04. ' Standard 7: Redevelopments—A redevelopment project is required to meet Standards 1-6 only to the maximum extent practicable. Remaining standards shall be met as well as the project shall improve the existing conditions. Stormwater Standard 7 is not applicable given this project does not meet the definition of a redevelopment project. Within the Stormwater Management Handbook(volume 1 chapter 1 page 20),the definition of a redevelopment project includes, "development, rehabilitation, expansion and phased projects on previously developed sites,provided the ' redevelopment results in no net increase in impervious area". The proposed project consists of rehabilitation of a previously developed site which will result in a net increase of impervious area. ' Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan shall be implemented. ' A Construction Period Pollution Prevention and Sedimentation and Erosion Control Plan is included with this report. This program details the construction period operation ' and maintenance plan and sequencing for pollution prevention measures and erosion and sedimentation controls. Locations of erosion control measures for the project are depicted on the site plan set accompanying this report. Standard 9: A long term Operation and Maintenance Plan shall be implemented. ' A Post Construction Operation and Maintenance Plan is included with this report. The long term operation and maintenance section of the program provides details and the schedule for routine and non-routine maintenance tasks to be implemented at the ' completion of the project. Standard 10: Prohibition of Illicit Discharges—Illicit discharges to the stormwater ' management system are prohibited. Illicit discharges to the stormwater management system are discharges that are not ' entirely comprised of stormwater. Discharges to the stormwater management system from the following activities or facilities are permissible: Firefighting, water line 8 flushing, landscape irrigation, uncontaminated groundwater,potable water sources, ' foundation drains, air conditioning condensation, footing drains, individual resident car washing, flows from riparian habitats and wetlands, dechlorinated water from swimming ' pools, water used for street washing and water used to clean residential buildings without detergents. All other illicit discharges are prohibited. There are no known illicit discharges anticipated through the completion of this project. ' During construction and post construction procedures are provided to dissipate the potential for illicit discharges to the drainage system. Post construction prevention of ' illicit discharges are described in the Inspection and Maintenance Plan under the Good Housekeeping Practices section of the report. F:\\5408\WORD\reports\Stormwater\SMR\narrative.doc , 1 9 � � i�■ IIS � IIS IIIA IIID IIID � IIS s•� i� III. a• � � I� I� i INSTRUCTIONS: N� utomated: Mar.4,2008 1. Sheet is nonautomated. Print sheet and complete using hand calculations. Column A and B: See MassDEP Structureal BMP Table 2. The calcualtions must be completed using the Column Headings specked in Chart and Not the Excel Column Headings 3.To complete Chart Column D, multiple Column B value within Row x Column C value within Row 4.To complete Chart Column E value, subtract Column D value within Row from Column C within Row 5. Total TSS Removal =Sum All Values in Column D Location: 1162 Federal Street Train 1: I Proposed Parking Lot and Walkway AW A B C D E 4) BMP TSS Removal Starting TSS Amount Remaining t Rate Load* Removed (B*C) Load (C-D) N Surface Infiltration > i Basin w/Sediment 80% 1 .00 0.80 0.20 O 0 Foreba - �w O _/ T .. Co IF 11 Separate Form Needs to Total TSS Removal = ;.80.0% be Completed for Each Outlet or BMP Train Project: 5408 *Equals remaining load from previous BMP(E) Prepared By: Meridian Associates, Inc. which enters the BMP Date: 1/25/2012 **See portion of STEP Fact Sheet for removal rate Non-automated TSS Calculation Sheet - must be used if Proprietary BMP Proposed Mass. Dept.of Environmental Protection 1. From MassDEP Stonnwater Handbook Vol. 1 F:\-\5408\WORD\reports\Stormwater\TSS Worksheet.xis s INSTRUCTIONS: Non-automated: Mar.4,2008 1. Sheet is nonautomated. Print sheet and complete using hand calculations. Column A and B: See MassDEP Structureal BMP Table 2.The calcualtions must be completed using the Column Headings specified in Chart and Not the Excel Column Headings 3. To complete Chart Column D, multiple Column B value within Row x Column C value within Row 4.To complete Chart Column E value, subtract Column D value within Row from Column C within Row 5.Total TSS Removal =Sum All Values in Column D Location: 1162 Federal Street Train 2: lExiSting Roof Runoff A B C D E BMP TSS Removal Starting TSS Amount Remaining N Rate Load* Removed (B*C) Load (C-D) Y Subsurface O O 80% 1.00 0.80 0.20 Infiltration System U) 1E , V Form Needs to Total TSS Removal = 80.0% ]Separate be completed for each Outlet or BMP Train Project: 5408 *Equals remaining load from previous BMP(E) Prepared By: Meridian Associates, Inc., which enters the BMP Date: 1/25/2012 ••See portion of STEP Fact Sheet for removal rate Non-automated TSS Calculation Sheet must be used if Proprietary BMP Proposed Mass. Dept.of Environmental Protection 1. From MassDEP Storrnwater Handbook Vol. 1 F:\-\5408\WORD\reports\Storrnwater\TSS Worksheet 1 1 1 1 CHECKLIST FOR STORMWA TER REPORT ' Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Program Checklist for Stormwater Report ' A. Introduction Important:when A Stormwater Report must be submitted with the Notice of Intent permit application to document filling out forms compliance with the Stormwater Management Standards. The following on the computer, P 9 g checklist is NOT a substitute for use only the tab the Stormwater Report(which should provide more substantive and detailed information)but is offered key to move your here as a tool to help the applicant organize their Stormwater Management documentation for their cursor-do not Report and for the reviewer to assess this information in a consistent format.As noted in the Checklist, ' use the return the Stormwater Report must contain the engineering computations and supporting Information set forth in key. P 9� 9 P PP 9 Volume 3 of the Massachusetts Stormwater Handbook.The Stormwater Report must be prepared and certified by a Registered Professional Engineer(RPE) licensed in the Commonwealth. The Stormwater Report must include: • The Stormwater Checklist completed and stamped by a Registered Professional Engineer(see page 2)that certifies that the Stormwater Report contains all required submittals.' This Checklist ' is to be used as the cover for the completed Stormwater Report. • Applicant/Project Name • Project Address • Name of Firm and Registered Professional Engineer that prepared the Report • Long-Term Pollution Prevention Plan required by Standards 4- • Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan required by Standard 82 ' • Operation and Maintenance Plan required by Standard 9 In addition to all plans and supporting information, the Stormwater Report must include a brief narrative ' describing stormwater management practices, including environmentally sensitive site design and LID techniques, along with a diagram depicting runoff through the proposed BMP treatment train. Plans are required to show existing and proposed conditions, identify ail wetland resource areas, NRCS soil types, critical areas, Land Uses with Higher Potential Pollutant Loads (LUHPPL), and any areas on the site ' where infiltration rate is greater than 2.4 inches per hour. The Plans shall identify the drainage areas for both existing and proposed conditions at a scale that enables verification of supporting calculations. ' As noted in the Checklist, the Stormwater Management Report shall document compliance with each of the Stormwater Management Standards as provided in the Massachusetts Stormwater Handbook. The soils evaluation and calculations shall be done using the methodologies set forth in Volume 3 of the Massachusetts Stormwater Handbook. ' To ensure that the Stormwater Report is complete, applicants are required to fill in the Stormwater Report Checklist by checking the box to indicate that the specified information has been included in the ' Stormwater Report. If any of the information specified in the checklist has not been submitted, the applicant must provide an explanation. The completed Stormwater Report Checklist and Certification must be submitted with the Stormwater Report. 1 The Stormwater Report may also include the Illicit Discharge Compliance Statement required by Standard 10. If not included in the Stormwater Report,the Illicit Discharge Compliance Statement must be submitted prior to the discharge of stormwater runoff to the post-construction best management practices. ' Y For some complex projects,it may not be possible to include the Construction Period Erosion and Sedimentation Control Plan in the Stormwater Report. In that event,the issuing authority has the discretion to issue an Order of Conditions that approves the project and includes a condition requiring the proponent to submit the Construction Period Erosion and Sedimentation Control Plan before commencing any land disturbance activity on the site. swcheck.doc•04/01/08 Stormwater Report Checklist•Page 1 of 8 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 t 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 4 ' �Ft77' C �Q CkASit.I:SE, yN o WEAR CIVIL No.37878 ass/ONAI LS-19nawre and Dale , 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.doc•04/01/08 Stormwater Report Checklist•Page 2 of 8 ' 1 ' Massachusetts Department of Environmental Protection 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"country drainage" versus curb and gutter conveyance and pipe ❑ Sioretention Cells (includes Rain Gardens) ❑ Constructed Stormwater Wetlands(includes Gravel Wetlands designs) 1 ❑ 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.doc•04101/08 Stormwater Report Checklist•Page 3 of 8 LlMassachusetts Department of Environmental Protection ' Bureau of Resource Protection - Wetlands Program l � 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. 21 E 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 or a 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.doc•04/01/08 Stormwater Report Checklist•Page 4 of 8 ' 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.doc•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 Y2"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 ex ' El All has not been eliminated and all BMPs selected are on MassDEP LUHPPL list. ❑ The LUHPPL has the potential toenerate runoff 9 with moderate to higher concentrations of oil and grease(e.g.all parking lots with >1000 v ' P 9 vehicle tris per da and P P y) 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. **The calculations utilize the half-inch rule for BMP's (as noted in the treatment calculations provided). swcheck.doc•04/01/08 Stormwater Report Checklist-Page 6 of 8 ' Massachusetts Department of Environmental Protection 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 ❑ 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.doc•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 S: 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 . 9 Plan includes measures to prevent illicit discharges, t ❑ 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.doc•04/01/08 Stormwater Report Checklist•Page 8 of 8 , 1 1 1 t I I 1 I I� HYDROLOGIC CALCULATION EXISTING CONDITIONS WATERSHED ROUTING DIAGRAM 2R Bridge Street ya . 1 S�_ 9 . Existing Site Routing Diagram for 5408 Pre Subcaf Reach on Link Prepared by Meridian Associates, Printed 1/25/2012 FHydroCAD@ 10.00 s/n 00814 ©2011 HydroCAD Software Solutions LLC 1 5408 Pre Type 111 24-hr 2-yr Rainfall=3.10" ' Prepared by Meridian Associates Printed 1/25/2012 HydroCAD®10.00 s/n 00814 ©2011 HydroCAD Software Solutions LLC Pagel ' 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: Existing Site Runoff Area=24,730 sf 47.63% Impervious Runoff Depth>1.79" Tc=6.0 min CN=88 Runoff=1.24 cfs 0.085 of ' Reach 2R: Bridge Street Inflow=1.24 cfs 0.085 of Outflow=1.24 cfs 0.085 of ' Total Runoff Area=0.568 ac Runoff Volume =0.085 of Average Runoff Depth = 1.79" 52.37% Pervious=0.297 ac 47.63% Impervious= 0.270 ac 1 1 1. 5408 Pre Type 111 24-hr 2-yr Rainfall=3.10" ' Prepared by Meridian Associates Printed 1/25/2012 HydroCAD®10.00 s/n 00814 @2011 HydroCAD Software Solutions LLC Paoe 2 Summary for Subcatchment 1S: Existing Site , Runoff = 1.24 cfs @ 12.09 hrs, Volume= 0.085 af, Depth> 1.79" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs ' Type III 24-hr 2-yr Rainfall=3.10" Area (so CN Description , * 4,233 98 Ex. Bldg * 7,547 98 Ex Parking, Walk. ' 12,950 79 <50% Grass cover, Poor, HSG B 24,730 88 Weighted Average 12,950 52.37% Pervious Area 11,780 47.63% Impervious Area ' Tc Length Slope Velocity .Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Reach 2R: Bridge Street , Inflow Area = 0.568 ac, 47.63% Impervious, Inflow Depth > 1.79" for 2-yr event Inflow = 1.24 cfs @ 12.09 hrs, Volume= 0;085 of ' Outflow = 1.24 cfs @ 12.09 hrs, Volume= 0.085 af, Atten=0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 1 t 5408 Pre Type 11124-hr 10-yr Rainfall=4.60" ' Prepared by Meridian Associates Printed 1/25/2012 HydroCAD®10.00 s/n 00814 @2011 HydroCAD Software Solutions LLC Pace 3 ' 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: Existing Site Runoff Area=24,730 sf 47.63% Impervious Runoff Depth>3.10" Tc=6.0 min CN=88 Runoff=2.10 cfs 0.147 of t Reach 2R: Bridge Street Inflow=2.10 cfs 0.147 of Outflow=2.10 cfs 0.147 of ' Total Runoff Area=0.568 ac Runoff Volume=0.147 of Average Runoff Depth =3.10" 52.37% Pervious =0.297 ac 47.63% Impervious= 0.270 ac .r 1 5408 Pre Type Ill 24-hr 10-yr Rainfall=4.60" ' Prepared by Meridian Associates Printed 1/25/2012 HydroCAD810.00 s/n 00814 @2011 HydroCAD Software Solutions LLC Pape 4 Summary for Subcatchment 1S: Existing Site ' Runoff = 2.10 cfs @ 12.09 hrs, Volume= 0.147 af, Depth> 3.10" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs ' Type III 24-hr 10-yr Rainfall=4.60" Area (sf) CN Description ' 4,233 98 Ex. Bldg 7,547 98 Ex Parking, Walk ' 12,950 79 <50% Grass cover, Poor, HSG B 24,730 88 Weighted Average 12,950 52.37% Pervious Area 11,780 47.63% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, r Summary for Reach 2R: Bridge Street ' Inflow Area = 0.568 ac, 47.63% Impervious, Inflow Depth > 3.10" for 10-yr event Inflow = 2.10 cfs @ 12.09 hrs, Volume= 0.147 of ' Outflow = 2.10 cfs @ 12.09 hrs, Volume= 0.147 af, Atten=0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs i 1 5408 Pre Type 11l 24-hr 100-yr Rainfall=6.60" ' Prepared by Meridian Associates Printed 1/25/2012 HydroCAD®10.00 s/n 00814 ©2011 HydroCAD Software Solutions LLC Paae 5 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: Existing Site Runoff Area=24,730 sf 47.63% Impervious Runoff Depth>4.92" Tc=6.0 min CN=88 Runoff=3.25 cfs 0.233 of ' Reach 2R: Bridge Street Inflow=3.25 cfs 0.233 of Outflow=3.25 cfs 0.233 of Total Runoff Area=0.568 ac Runoff Volume =0.233 of Average Runoff Depth=4.92" 52.37% Pervious=0.297 ac 47.63% Impervious= 0.270 ac 1 1 5408 Pre Type ll/24-hr 100-yr Rainfall=6.60" , Prepared by Meridian Associates Printed 1/25/2012 HydroCAD®10.00 s/n 00814 ©2011 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1S: Existing Site ' Runoff = 3.25 cfs @ 12.09 hrs, Volume 0.233 af, Depth> 4.92" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs , Type III 24-hr 100-yr Rainfall=6.60" Area (sf) CN Description , * 4,233 98 Ex. Bldg * 7,547 98 Ex Parking, Walk ' 12,950 79 <50% Grass cover, Poor, HSG B 24,730 88 Weighted Average 12,950 52.37% Pervious Area 11,780 47.63% Impervious Area , Tc Length Slope Velocity Capacity Description (min) (feet) (f/ft) (f/sec) (cfs) 6.0 Direct Entry, Summary for Reach 2R: Bridge Street ' Inflow Area = 0.568 ac, 47.63% Impervious, Inflow Depth > 4.92" for 100-yr event Inflow = 3.25 cfs @ 12.09 hrs, Volume= 0.233 of ' Outflow = 3.25 cfs @ 12.09 hrs, Volume= 0.233 af, Atten=0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt=0.05 hrs PROPOSED CONDITIONS WATERSHED ROUTING DIAGRAM � DP ' Pr perty Lin 1 1 � 100 Site ' PSIS-1 ' Proposed Subsurface Infiltration System #1 � R100 Roof Runoff 1 1 1 Subcat Reach -on Ink Routing Diagram for 5408Post•Runoff Prepared by Meridian Associates, Printed 1/25/2012 HydroCAD®10.00 sin 00814 0 2011 HydroCAD Software Solutions LLC 5408 Post-Runoff Type 111 24-hr 2-yr Rainfall=3.10" Prepared by Meridian Associates Printed 1/25/2012 HydroCAD® 10.00 s/n 00814 ©2011 HydroCAD Software Solutions LLC Paae 1 ' 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 100: Site Runoff Area=20,497 sf 49.40% Impervious Runoff Depth>1.42" Tc=6.0 min CN=83 Runoff=0.82 cfs 0.056 of Subcatchment R100: Roof Runoff Runoff Area=4,233 sf 100.00% Impervious Runoff Depth>2.68" t Tc=0.0 min CN=98 Runoff=0.33 cfs 0.022 of ' Reach DP: Property Line Inflow=1.08 cfs 0.059 of Outflow--1.08 cfs 0.059 of Pond PSIS-1: Proposed Subsurface Infiltration Peak Elev=17.31' Storage=178 cf Inflow=0.33 cfs 0.022 of ' Discarded=0.05 cfs 0.019 of Primary=0.31 cfs 0.003 of Outflow=0.36 cfs 0.022 of Total Runoff Area=0.568 ac Runoff Volume=0.077 of Average Runoff Depth= 1.63" 41.940/6 Pervious=0.238 ac 58.06% Impervious =0.330 ac 1 t 1 1 5408 Post-Runoff Type 111 24-hr 2-yr Rainfall=3.10" Prepared by Meridian Associates Printed 1/25/2012 ' HydroCAD® 10.00 s/n 00814 @2011 HydroCAD Software Solutions LLC Paae 2 Summary for Subcatchment 100: Site , Runoff = 0.82 cfs @ 12.09 hrs, Volume= 0.056 af, Depth> 1.42" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs , Type III 24-hr 2-yr Rainfall=3.10" Area (so CN Description ' * 10,125 98 Parking/Walks/Patio 10,372 69 50-75% Grass cover, Fair HSG B 20,497 83 Weighted Average ' 10,372 50.60% Pervious Area 10,125 49.40% Impervious Area Tc Length Slope Velocity Capacity Description ' (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment R100: Roof Runoff Runoff = 0.33 cfs @ 12.00 hrs, Volume= 0.022 af, Depth> 2.68" , Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs ' Type III 24-hr 2-yr Rainfall=3.10" Area (sf) CN Description * 4,233 98 Roof Runoff ' 4,233 100.00% Impervious Area Tc Length Slope Velocity Capacity Description ' (min) (feet) (ft/ft) (ft/sec) (cfs) 0.0 Direct Entry, 6 Summary for Reach DP: Property Line ' Inflow Area 0.568 ac, 58.06% Impervious, Inflow Depth > 1.24" for 2-yr event , Inflow = 1.08 cfs @ 12.07 hrs, Volume= 0.059 of Outflow = 1.08 cfs @ 12.07 hrs, Volume= 0.059 af, Atten=0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs ' Summary for Pond PSIS-1: Proposed Subsurface Infiltration System #1 ' Inflow Area = 0.097 ac,100.00% Impervious, Inflow Depth > 2.68" for 2-yr event Inflow = 0.33 cfs @ 12.00 hrs, Volume= 0.022 of Outflow = 0.36 cfs @ 12.05 hrs, Volume= 0.022 af, Atten= 0%, Lag= 3.2 min , Discarded = 0.05 cfs @ 12.06 hrs, Volume= 0.019 of Primary = 0.31 cfs @ 12.05 hrs, Volume= 0.003 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs ' 5408 Post-Runoff Type 111 24-hr 2-yr Rainfall=3.10" Prepared by Meridian Associates Printed 1/25/2012 HydroCAD@ 10.00 s/n 00814 ©2011 HvdroCAD Software Solutions LLC Paae 3 ' Peak Elev= 17.31' @ 12.06 hrs Surf.Area= 132 sf Storage= 178 cf Plug-Flow detention time= 19.9 min calculated for 0.022 of(100% of inflow) ' Center-of-Mass det. time= 19.6 min ( 754.0 - 734.4) Volume Invert Avail.Storage Storaqe Description #1 14.50' 137 cf 12.00'W x 11.001 x 3.54H Prismatoid 467 cf Overall - 75 cf Embedded = 393 cf x 35.0% Voids #2 15.00' 75 cf Cultec R-330XL Inside#1 Effective Size=47.8"W x 30.0"H => 7.45 sf x 7.001 = 52.2 cf ' Overall Size= 52.0"W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment= +1,50'x 7.45 sf x 2 rows 212 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 14.50' 8.270 in/hr Exfiltration over Wetted area #2 Primary 17.00' 4.0"Vert. Orifice/Grate X 2.00 C= 0.600 INscarded OutFlow Max=0.05 cfs @ 12.06 hrs HW=17.28' (Free Discharge) =Exfiltration (Exfiltration Controls 0.05 cfs) ' rimary OutFlow Max=0.30 cfs @ 12.05 hrs HW=17.29' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.30 cfs @ 1.84 fps) 5408 Post-Runoff Type W24-hr 10-yr Rainfall=4.60" ' Prepared by Meridian Associates Printed 1/25/2012 HydroCAD®10.00 s/n 00814 ©2011 HydroCAD Software Solutions LLC Paae 4 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 100: Site Runoff Area=20,497 sf 49.40% Impervious Runoff Depth>2.64" , Tc=6.0 min CN=83 Runoff=1.52 cfs 0.103 of Subcatchment R100: Roof Runoff Runoff Area=4,233 sf 100.00% Impervious Runoff Depth>4.05" ' Tc=0.0 min CN=98 Runoff=0.50 cfs 0.033 of Reach DP: Property Line Inflow=1.79 cfs 0.112 of , Outflow=1.79 cfs 0.112 of Pond PSIS-1: Proposed Subsurface Infiltration Peak EIev=17.40' Storage=182 Cf Inflow=0.50 cfs 0.033 of ' Discarded=0.05 cfs 0.024 of Primary--0.41 cfs.0.008 of Outflow=0.46 cfs 0.033 of Total Runoff Area=0.568 ac Runoff Volume=0.136 of Average Runoff Depth =2.88" 41.94% Pervious=0.238 ac 58.06% Impervious=0.330 ac ,J 1 1 1 5408 Post-Runoff Type /// 24-hr 10-yr Rainfall=4.60" Prepared by Meridian Associates Printed 1/25/2012 HydroCAD@ 10.00 s/n 00814 @2011 HydroCAD Software Solutions LLC Page 5 ' Summary for Subcatchment 100: Site Runoff = 1.52 cfs @ 12.09 hrs, Volume= 0.103 af, Depth> 2.64" ' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-yr Rainfall=4.60" ' Area (sf) CN Description * 10,125 98 Parking/Walks/Patio 10,372 69 50-75% Grass cover, Fair, HSG B ' 20,497 83 Weighted Average 10,372 50.60% Pervious Area 10,125 49.40% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment R100: Roof Runoff ' Runoff = 0.50 cfs @ 12.00 hrs, Volume= 0.033 af, Depth> 4.05" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs ' Type III 24-hr 10-yr Rainfall=4.60" Area (sf) CN Description ' 4,233 98 Roof Runoff 4,233 100.00% Impervious Area ' Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.0 Direct Entry, 6 ' Summary for Reach DP: Property Line ' Inflow Area = 0.568 ac, 58.06% Impervious, Inflow Depth > 2.36" for 10-yr event Inflow 1.79 cfs @ 12.07 hrs, Volume= 0.112 of Outflow = 1.79 cfs @ 12.07 hrs, Volume= 0.112 af, Atten= 0%, Lag= 0.0 min ' Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Summary for Pond PSIS-1: Proposed Subsurface Infiltration System #1 ' Inflow Area = 0.097 ac,100.00% Impervious, Inflow Depth > 4.05" for 10-yr event Inflow = 0.50 cfs @ 12.00 hrs, Volume= 0.033 of Outflow = 0.46 cfs @ 12.01 hrs, Volume= 0.033 af, Atten= 8%, Lag= 0.9 min Discarded = 0.05 cfs @ 12.01 hrs, Volume= 0.024 of Primary = 0.41 cfs @ 12.01 hrs, Volume= 0.008 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs 5408 Post-Runoff Type W24-hr 10-yr Rainfall=4.60" ' Prepared by Meridian Associates Printed 1/25/2012 HydroCADO 10.00 s/n 00814 @2011 HydroCAD Software Solutions LLC Page 6 Peak Elev= 17.40' @ 12.01 hrs Surf.Area= 132 sf Storage= 182 cf ' Plug-Flow detention time= 18.8 min calculated for 0.033 of(100% of inflow) Center-of-Mass det. time= 18.5 min ( 749.7 - 731.2 ) ' Volume Invert Avail.Storage Storage Description #1 14.50' 137 cf 12.00'W x 11.00'L x 3.54'H Prismatoid ' 467 cf Overall - 75 of Embedded = 393 cf x 35.0% Voids #2 15.00' 75 cf Cultec R-330XL Inside#1 Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.001 = 52.2 cf Overall Size= 52.0"W x 30.5"H x 8.50'L with 1.50' Overlap ' Row Length Adjustment= +1.50'x 7.45 sf is 2 rows 212 cf Total Available Storage Device Routing Invert Outlet Devices ' #1 Discarded 14.50' 8.270 in/hr Exfiltration over Wetted area #2 Primary 17.00' 4.0"Vert. Orifice/Grate X 2.00 C= 0.600 Discarded Outflow Max=0.05 cfs @ 12.01 hrs HW=17.39' (Free Discharge) 1=Exfltration (Exfiltration Controls 0.05 cfs) rimary OutFlow Max=0.40 cfs @ 12.01 hrs HW=17.39' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.40 cfs @ 2.28 fps) 1 5408 Post-Runoff Type ///24-hr 100-yr Rainfall=6.60" 1 Prepared by Meridian Associates Printed 1/25/2012 HydroCADO 10.00 s/n 00814 ©2011 HydroCAD Software Solutions LLC Pa-ge 7 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 100: Site Runoff Area=20,497 sf 49.40% Impervious Runoff Depth>4.38" Tc=6.0 min CN=83 Runoff=2.47 cfs 0.172 of ' Subcatchment 11100: Roof Runoff Runoff Area=4,233 sf 100.00% Impervious Runoff Depth>5.87" Tc=0.0 min CN=98 Runoff=0.72 cfs 0.048 of ' Reach DP: Property Line Inflow=2.90 cfs 0.188 of Outflow--2.90 cfs 0.188 of Pond PSIS-1: Proposed Subsurface Infiltration Peak Elev=17.70' Storage=196 cf Inflow=0.72 cfs 0.048 of Discarded=0.05 cfs 0.031 of Primary--0.62 cfs 0.017 of Outflow=0.67 cfs 0.048 of Total Runoff Area=0.568 ac Runoff Volume=0.219 of Average Runoff Depth =4.64" 41.94% Pervious=0.238 ac 58.06% Impervious= 0.330 ac 1 5408 Post-Runoff Type ll/24-hr 100-yr Rainfall=6.60" Prepared by Meridian Associates Printed 1/25/2012 HydroCAD® 10.00 s/n 00814 ©2011 HydroCAD Software Solutions LLC Paoe 8 Summary for Subcatchment 100: Site ' Runoff = 2.47 cfs @ 12.09 hrs, Volume= 0.172 af, Depth> 4.38" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs , Type III 24-hr 100-yr Rainfall=6.60" Area (sf) CN Description , 10,125 98 Parking/Walks/Patio 10,372 69 50-75% Grass cover, Fair, HSG B ' 20,497 83 Weighted Average 10,372 50.60% Pervious Area 10,125 49.40% Impervious Area Tc Length Slope Velocity Capacity Description ' (min) (feet) (ft/ft) (fUsec) (cfs) 6.0 Direct Entry, Summary for Subcatchment R100: Roof Runoff Runoff 0.72 cfs @ 12.00 hrs, Volume= 0.048 af, Depth> 5.87" ' Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs ' Type III 24-hr 100-yr Rainfall=6.60" Area (sf) CN Description ` 4,233 98 Roof Runoff , 4,233 100.00% Impervious Area Tc Length Slope Velocity Capacity Description , (min) (feet) (ft/ft) (ft/sec) (cfs) 0.0 Direct Entry, 6 Summary for Reach DP: Property Line ' Inflow Area = 0.568 ac, 58.06% Impervious, Inflow Depth > 3.98" for 100-yr event ' Inflow = 2.90 cfs @ 12.07 hrs, Volume= 0.188 of Outflow = 2.90 cfs @ 12.07 hrs, Volume= 0.188 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs , Summary for Pond PSIS-1: Proposed Subsurface Infiltration System #1 ' Inflow Area = 0.097 ac,100.00% Impervious, Inflow Depth > 5.87" for 100-yr event Inflow = 0.72 cfs @ 12.00 hrs, Volume= 0.048 of Outflow = 0.67 cfs @ 12.02 hrs, Volume= 0.048 af, Atten= 7%, Lag= 1.1 min Discarded = 0.05 cfs @ 12.02 hrs, Volume 0.031 of Primary = 0.62 cfs @ 12.02 hrs, Volume= 0.017 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs ' 1 ' 5408 Post-Runoff Type M24-hr 100-yr Rainfall=6.60" Prepared by Meridian Associates Printed 1/25/2012 HydroCAD@ 10.00 s/n 00814 ©2011 HydroCAD Software Solutions LLC Page 9 ' Peak Elev= 17.70' @ 12.02 hrs Surf.Area= 132 sf Storage= 196 cf Plug-Flow detention time= 19.1 min calculated for 0.047 of(100% of inflow) ' Center-of-Mass det. time= 18.8 min (748.1 - 729.4 ) Volume Invert Avail.Storane Storage Description ' #1 14.50' 137 cf 12.00'Wx 11.001 x 3.54H Prismatoid 467 cf Overall - 75 cf Embedded = 393 cf x 35.0% Voids #2 15.00' 75 cf Cultec R-330XL Inside#1 Effective Size= 47.8"W x 30.0"H => 7.45 sf x 7.001 = 52.2 cf t Overall Size= 52.0"W x 30.5"H x 8.501 with 1.50' Overlap Row Length Adjustment= +1.50'x 7.45 sf x 2 rows 212 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 14.50' 8.270 in/hr Exfiltration over Wetted area l #2 Primary 17.00' 4.0"Vert. Orifice/Grate X 2.00 C= 0.600 Discarded OutFlow Max=0.05 cfs @ 12.02 hrs HW=17.66' (Free Discharge) t1=Exfiltration (Exfiltration Controls 0.05 cfs) ' rimary OutFlow Max=0.59 cfs @ 12.02 hrs HW=17.66' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.59 cfs @ 3.39 fps) li 1 �I 1 I IIS ' �I 1 1 1 1 ' INSPECTIONAND MAINTENANCE PROGRAM 1 ' CONSTRUCTION PERIOD POLLUTION PREVENTION AND SEDIMENTATION AND EROSION CONTROL PLAN ' located at ' 162 FEDERAL STREET (AND A PORTION OF 150 FEDERAL STREET) SALEM, MASSACHUSETTS _r Applicant: ' William Wharff ' 30 Federal Street Salem, Massachusetts 01970 ' Prepared by: ' Meridian Associates, Inc. 500 Cummings Center, Suite 5950 ' Beverly, Massachusetts 01915 (978) 299-0447 January 25, 2012 1 Project Name: 162 Federal Street Salem, Massachusetts 01970 I ' Owner Name: Health and Education Services, Inc. . 162 Federal Street ' Salem, Massachusetts 01970 Roman Catholic Arch. of Boston-St. James Parish ' 161 Federal Street Salem, Massachusetts 01970 Applicant Name: William Wharff 30 Federal Street Salem, Massachusetts 01970 ' Party Responsible for Maintenance: William Wharff 30 Federal Street Salem,Massachusetts 01970 ' Project Description: The subject property is comprised of two parcels. The two parcels consist of a property of ' approximately 0.34±acres at 162 Federal Street in Salem, Massachusetts and a proposed parcel to augment the property at 162 Federal Street that is currently a portion of 150 Federal Street and consists of.22± acres. The property is bordered by a residential dwelling, a vacant property to the West, and to the South the property has frontage on Federal Street. The property at 162 Federal Street is the occupied by an existing multi-unit dwelling with ' associated grassed area to the rear of the lot. The 150 Federal Street parcel is currently an existing parking area that extends to Bridge Street. This new parcel falls within the 200' Riverfront Area associated with the North River about 65% of which is currently paved parking area and is considered degraded. The North River is located across Bridge Street to the north approximately 65± feet from the proposed property line. A portion of the property is also within the Bordering Land Subject to Flooding and 100'buffer zone to Bank. The total area of the ' combined parcel will be 0.56±acres. The runoff from the impervious areas on site is not' currently treated prior to entering the existing storm drain system in Bridge Street. The applicant is proposing eight condominium units within the existing building and a redesigned parking area with an access walkway to the rear of the building. Also, the applicant is ' proposing to collect, treat and recharge storm water runoff from impervious areas by installing a proposed subsurface infiltration system and a surface infiltration basin. This design results in a reduction of impervious area within the 200' Riverfront Area, a reduction in peak stormwater ' runoff rates from the site, and will provide the required treatment of runoff prior to being discharged from the site. 2 Erosion and Sedimentation Control Measures During Construction Activities ' FilterMitt FilterMitt are proposed to be installed, as shown on the site plan, around the perimeter and up , gradient of the resource area. The barriers are burlap fabric mitts filled with compost blends ' and shall be installed prior to the commencement of any work on-site and in accordance with the design plans. An additional supply of mitts shall be on-site to replace and/or repair FilterMitts that have been disturbed. The lines of mitts shall be inspected and maintained on ' a weekly basis during construction. Deposited sediments shall be removed when the level of deposition reaches approximately one-half the height of the FilterMitt. Surface Stabilization The surface of all disturbed areas shall be stabilized during and after construction. ' Temporary measures shall be taken during construction to prevent erosion and siltation. No construction sediment shall be allowed to enter any infiltration systems or the raingarden. All disturbed slopes will be stabilized with a permanent vegetative cover. Some or all of the following measures will be utilized on this project as conditions may warrant. a. Temporary Seeding ' b. Temporary Mulching C. Permanent Seeding ' d. Placement of Sod e. Hydroseeding f Placement of Hay ' g. Placement of Jute Netting Sediment Forebay , The Sediment Forebay sha11 be checked weekly and after major storm events during construction for tilling, erosion, and debris removal. Avoid compaction of the parent ' material by working from the edge of the area proposed as the location of the Sediment Forebay. Surface Infiltration Basin , The Surface Infiltration Basin shall be checked weekly and after major storm events during ' construction for rilling, erosion, and debris removal. Avoid compaction of the parent material by working from the edge of the area proposed as the location of the Surface Infiltration Basin. ' 3 , II ' Subsurface Infiltration System The Subsurface Infiltration System shall be checked weekly and after major storm events during construction for clogging and debris removal. Avoid compaction of the parent material by working from the edge of the area proposed as the location of the Subsurface ' Infiltration System. No construction period runoff should be directed into the Subsurface Infiltration System. MJN\eew\F:\-\5408\WORD\reports\Stonnwater\5408_Inspection_Const.doc 1 1 4 STORMWATER MANAGEMENT CONSTRUCTION PHASE INSPECTION SCHEDULE AND EVALUATION CHECKLIST PROJECT LOCATION: 162 Federal Street and a portion of 150 Federal Street, Salem, Massachusetts Inspection Inspector Area Inspected Best Management Required Inspection Comments Recommendation Follow-up Inspection Date Practice es/no Frequency i BMP Required es/no FilterMitt No Weekly and After Major Storm Events Sediment Forebay Yes Weekly and After Major Storm Events Surface Infiltration Yes Weekly and After Basin Major Storm Events Soil Stockpile Area No Weekly and After Major Storm Events Subsurface Yes Weekly and After Infiltration System Major Storm Events (1) Refer to the Massachusetts Stormwater Handbook,Volume Two: Stormwater Technical Handbook(February 2008) for recommendations regarding frequency for inspection and maintenance of specific BMP's. (2) Inspections to be conducted by a qualified professional such as an environmental scientist or civil engineer. Limited or no use of sodium chloride salts, fertilizers or pesticides recommended. Other notes: (Include deviations from: Con. Comm. Order of Conditions,PB Approval, Construction Sequence and Approved Plan) Stormwater Control Manager: 5 11 POST CONSTRUCTION OPERATION AND ' MAINTENANCE PLAN letattod al t 162 FEDERAL STREET (AND A PORTION OF 150 FEDERAL STREET) SALEM, MASSACHUSETTS 1 1 1 Applicant: William Wharff ' 30 Federal Street Salem, Massachusetts 01970 ' Prepared by: ' Meridian Associates, Inc. 500 Cummings Center, Suite 5950 ' Beverly, Massachusetts 01915 (978) 299-0447 ' January 25, 2012 III tProject Name: 162 Federal Street Salem, Massachusetts 01970 ' Owner Name: Health and Education Services, Inc. 162 Federal Street Salem, Massachusetts 01970 Roman Catholic Arch. of Boston-St. James Parish 161 Federal Street Salem, Massachusetts 01970 L ' Applicant Name: William Wharff 30 Federal Street Salem, Massachusetts 01970 ' Party Responsible for Maintenance: William Wharff 30 Federal Street Salem, Massachusetts 01970 ' Project Description: The subject property is comprised of two parcels. The two parcels consist of a property of ' approximately 0.34±acres at 162 Federal Street in Salem, Massachusetts and a proposed parcel to augment the property at 162 Federal Street that is currently a portion of 150 Federal Street and consists of.22± acres. The property is bordered by a residential dwelling, a vacant property to ' the West, and to the South the property has frontage on Federal Street. The property at 162 Federal Street is the occupied by an existing multi-unit dwelling with ' associated grassed area to the rear of the lot. The 150 Federal Street parcel is currently an existing parking area that extends to Bridge Street. This new parcel falls within the 200' Riverfront Area associated with the North River about 65% of which is currently paved parking ' area and is considered degraded. The North River is located across Bridge Street to the north approximately 65± feet from the proposed property line. A portion of the property is also within the Bordering Land Subject to Flooding and 100'buffer zone to Bank. The total area of the ' combined parcel will be 0.56±acres. The runoff from the impervious areas on site is not currently treated prior to entering the existing storm drain system in Bridge Street. ' The applicant is proposing eight condominium units within the existing building and a redesigned parking area with an access walkway to the rear of the building. Also, the applicant is ' proposing to collect, treat and recharge storm water runoff from impervious areas by installing a proposed subsurface infiltration system and a surface infiltration basin. This design results in a reduction of impervious area within the 200' Riverfront Area, a reduction in peak stormwater ' runoff rates from the site, and will provide the required treatment of runoff prior to being discharged from the site. ' 2 1 Inspection and Maintenance Measures After Construction Erosion Control , Eroded sediments can adversely affect the performance of the stormwater management ' system. Eroding or barren areas should be immediately re-vegetated. Sediment Forebay Maintenance is essential for the proper operation of the sediment forebay. Frequently removing accumulated sediments will make it less likely that sediments will be re-suspended. ' The sediment forebay should be cleaned four times per year and inspected monthly. All sediments and hydrocarbons should be handled properly and disposed in accordance with local, state and federal guidelines and regulations. Keep grass height no greater than 6" and ' set mower blades no lower than 3"-4". Check for signs of rilling or gullying and repair as needed. Replace any vegetation damaged during clean out by re-seeding. Surface Infiltration Basin The Surface Infiltration Basin shall be inspected on a semi-annual basis (fall and spring) and ' after every major storm during the first three months of operation and twice a year thereafter. Also, the Surface Infiltration Basin should be inspected when there are discharges through the ' high outlet orifice. Twice a year the side slopes and grassed floor should be mowed and the grass clippings removed. Any trash or debris should also be removed. Subsurface Infiltration System ' The infiltration facilities should be inspected after the first several rainfall events or first few , months after construction, after all major storms (2-year), and on regular bi-annual scheduled dates. Ponded water inside the system(as visible from the observation well) after several days often indicates that the bottom of the system is clogged. ' Debris and Litter Removal Trash may collect in the BMP, potentially causing clogging of the facility. All debris and ' litter shall be removed when necessary, and after each storm event. Good Housekeenin¢Practices (in accordance with Standard 10 of the Stormwater ' Management Handbook to prevent illicit discharges) ' Provisions for storing paints, cleaners, automotive waste and other potentially hazardous household waste products inside or under cover ' • All materials on site will be stored inside in a neat, orderly, manner in their appropriate containers with the original manufacturer's label. 3 1 1 • Only store enough material necessary. Whenever possible, all of a product shall be used up before disposing of container. • Manufacturer, local, and State recommendations for proper use and disposal shall be followed. Vehicle washing controls • A commercial car wash shall be used when possible. Car washes treat and/or recycle water. ' • Cars shall be washed on gravel, grass, or other permeable surfaces to allow filtration to occur. • Use biodegradable soaps. ' • A water hose with a nozzle that automatically turns off when left unattended. ' Requirements for routine inspection and maintenance of stormwater BMPs See Inspection and Maintenance Measures after Construction. Spill prevention and response plans Spill Control Practices shall be in conformance with the guidelines set forth in the National Pollutant Discharge Elimination System (NPDES) Stormwater Pollution Prevention Plan ' (SWPPP) Provisions for maintenance of lawns, gardens, and other landscaped areas ' • Grass shall not be cut shorter than 2 to 3 inches and mulch clipping should be left on lawn as a natural fertilizer. • Use low volume water approaches such as drip-type or sprinkler systems. Water plants ' only when needed to enhance root growth and avoid runoff problems. • The use of mulch shall be utilized where possible. Mulch helps retain water and prevents erosion. ' Requirements for storage and use of fertilizers,herbicides and pesticides • Fertilizers used will be applied only in the minimum amounts recommended by the manufacturer. Once applied,fertilizer will be worked into the soil to limit exposure to storm water. Storage will be in a covered shed. The contents of any partially used bags ' of fertilizer will be transferred to a sealable plastic bin to avoid spills. • Do not fertilize before a rainstorm. • Consider using organic fertilizers. They release nutrients more slowly. ' • Pesticides shall be applied on lawns and gardens only when necessary and applied only in the minimum amounts recommended by the manufacturer. ' Pet waste management • Scoop up and seal pet wastes in a plastic bag. Dispose of properly, in the garbage. ' Provisions for operation and management of septic systems Not Applicable 4 Provisions for solid waste management ' • All solid waste shall be disposed of or recycled in accordance with local town regulations. ' Snow disposal and plowing plans relative to Resource Area • Snow shall be plowed and stored on gravel,grass, or other permeable surfaces to allow ' filtration to occur. • Once snow melts all sand salt and debris shall be extracted from surface and properly disposed of. ' • Snow shall not be disposed of in any resource area or waterbody. • Avoid disposing snow on top of storm drain catchbasins or stormwater drainage swale. Winter Road Salt and/or Sand use and storage restrictions ' • Salt storage piles should be located outside the 100-year buffer zone and shall be covered , at all times. • The amount of road salt applied should be regulated to prevent over salting of roadways and increasing runoff concentrations. Alternative materials, such as sand or gravel, should be used in especially sensitive areas. Roadway and Parking Lot sweeping schedule ' • Pavement sweeping shall be conducted at a frequency of not less than once per year. • Removal of any accumulated sand, grit, and debris from driveway after the snow melts shall be completed shortly after snow melts for the season. ' 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 Not Applicable ' Training for staff or personnel involved with implementing Long-Term Pollution ' Prevention Plan To be determined by the owner. ' List of Emergency contacts for implementing Long-Term Pollution Prevention Plan To be determined by the owner. ' MJN\eew\F:\--\5408\WORD\reports\Stormwater\5408_Inspection_Post.doc 5 t STORMWATER MANAGEMENT POST-CONSTRUCTION PHASE INSPECTION SCHEDULE AND EVALUATION CHECKLIST PROJECT LOCATION: 162 Federal Street and a portion of 150 Federal Street, Salem, Massachusetts Inspection Inspector Area Inspected Best Management Required Inspection Comments Recommendation Follow-up Inspection Date Practice es/no Frequency if BMP Required es/no Surface Infiltration Yes Twice a year Basin Sediment Forebay Yes Four times per Year (1) Refer to the Massachusetts Stormwater Handbook, Volume Two: Stormwater Technical Handbook(February 2008) for recommendations regarding frequency for inspection and maintenance of specific BMP's. (2) Inspections to be conducted by a qualified professional such as an environmental scientist or civil engineer. Limited or no use of sodium chloride salts, fertilizers or pesticides recommended. Other notes:(Include deviations from: Con. Comm. Order of Conditions, PB Approval, Construction Sequence and Approved.Plan) 6 Northeast Behavioral Health Treatment makes a difference.Recovery makes a life. A member of Northeast Hcalth System March 13, 2012 Charles Puleo, Chair City of Salem Planning Board 120 Washington Street Salem, Massachusetts 01970 Re: William Wharff Applications for Site Plan Review Special Permit and Wetlands and Flood Hazard Districts Special Permit 162 Federal Street Dear Mr. Puleo: Please be advised that Northeast Behavioral Health Corp., formerly known as Health & Education Services, Inc., owner of the property located at 162 Federal Street, hereby authorizes William Wharff to include its property in the Permit Applications for the proposed development of the property, substantially as shown on the plans submitted herewith. Northeast Behavioral Health Corp., f/k/a Health & Education Services, Inc. By: 24 h r MG CLeUU I — duly authorized Executive Office Zero Centennial Drive,Peabody,Massachusetts 01960 pk:978-968-1700 fx:978-531-8920 nebhealth.org 07-1 Funded in part by the North Shore United Way City of Salem Site Plan Review Special Permit Application: Part II Narrative 1. The building will be renovated and converted to 8 condominium units. 2. Onsite parking for 17 cars will be provided, including one (1) handicapped designated space with loading area. The layout of the proposed parking area is shown on the included site plan. 3. The traffic flow will be accessed from Bridge Street only. Based upon the ITE Trip Generation Manual, it is estimated that 33 trips per day will be generated by this project during the weekday. A trip is defined as a departure or an arrival. Therefore, it would be expected that there will be about 16 departures and 16 arrivals per day. The effect on traffic will be negligible. Meridian Associates, Inc. has also reviewed the site distances for this site and finds them to meet AASHTO Standards. 4. Full cut off lighting will be used for this project and are detailed on the site plans. 5. New landscaping and screening will be included in the proposed development. The proposed landscaping is shown on the site plans. 6. All utilities including water, sewer, drainage, gas, electric, and telecommunications are available to the existing building. 7. Snow removal will be private and stored on site. If storage areas are exceeded snow will be removed from the site. 8. There are no natural features on site. 9. The disturbed areas that are not covered by impervious surfaces will be planted and maintained. The proposed site will mimic the existing topography with slight adjustments. 10. The existing building has been at this location for several generations and is compatible with the surrounding neighborhood. F:\—\5408\WORD\reports\Applications\Special Permit App Narrative.docx Environmental Impact Statement for 162 Federal Street, Salem, MA February 29, 2012 Natural Environment 1. Air a. The major source of any odor, smoke, and/or dust will be during the construction of the parking area and the renovations to the existing building. b. Wetting the construction area will be the primary method to control dust from the construction area. C. See 2.a. below. d. There is not any incineration proposed at any time in association with this project. 2. Land a. The subject property is comprised of two parcels. The two parcels consist of a property of approximately 0.34± acres at 162 Federal Street in Salem, Massachusetts and a proposed parcel to augment the property at 162 Federal Street that is currently a portion of 150 Federal Street and consists of .22± acres. The property is bordered by a residential dwelling, a vacant property to the West, and to the South the property has frontage on Federal Street. The property at 162 Federal Street is the occupied by an existing multi- unit dwelling with associated grassed area to the rear of the lot. The 150 Federal Street parcel is currently an existing parking area that extends to Bridge Street. This new parcel falls within the 200' Riverfront Area associated with the North River about 65% of which is currently paved parking area and is considered degraded. The North River is located across Bridge Street to the north approximately 65± feet from the proposed property line. A portion of the property is also within the Bordering Land Subject to Flooding and 100' buffer zone to Bank. The total area of the combined parcel will be 0.56± acres. The runoff from the impervious areas on site is not currently treated prior to entering the existing storm drain system in Bridge Street. The applicant is proposing eight condominium units within the existing building and a redesigned parking area with an access walkway to the rear of the building. Also, the applicant is proposing to collect, treat and recharge storm water runoff from impervious areas by installing a proposed subsurface infiltration system and a surface infiltration basin. This design results in a reduction of impervious area within the 200' Riverfront Area, a reduction in peak stormwater runoff rates from the site, and will provide the required treatment of runoff prior to being discharged from the site. b. Soils on site are Sandy Loams based on soil testing performed by Meridian Associates. There are not any limitations to this project in regards to subsurface soil and water conditions. C. Not applicable. d. The proposed development will permanently affect 95% of the existing land area within the site as shown on the included Site Plan. e. The proposed grades of the project will mimic the existing topography. f. A portion of the site is located within the FEMA.100 flood zone. The site does not contain any wetland, marsh, or seasonal wet areas. 3. Water and Wetlands a. The North River is located to the North of the subject site across Bridge Street. All storm water runoff from the proposed site will be captured and treated prior to entering the existing subsurface storm drain system. No impact to the water supplies is anticipated by this project. b-h. Methods of erosions control, stormwater treatment, groundwater recharge, and flood control our outlines and described in the attached Stormwater Management Report. 4. Energy a. Increased Gas and Electric use will be required at 162 Federal Street. However, adequate utilities are currently available to the property. b. Natural Gas and Electricity will be supplied by National Grid. 5. Noise a. Daytime noises will increase during construction of the proposed parking area and the remodeling of the existing building. The long term effects would be a slight increase in noise due to increased residential automobile traffic and any mechanical equipment servicing the building that is not already in place. b. The effect on humans and wildlife will be minimal. C. Working days and hours would be limited to those specified in the City of Salem ordinances. 6. Local Flora and Fauna a. Since the proposed project is located in a developed residential area the direct effect to indigenous wildlife would be limited to the small mammals and song birds that inhabit the area. Once construction is completed any species displaced would return. b. The areas on the proposed site not covered by impervious surface would be planted and maintained. C. No rare or endangered habitats are identified by the Natural heritage mapping at this property. Man-Made Environment 1. Land Use a. The project conforms to the growth plans for the area, and the city in general as evidenced by its allowed use. Also, the action of the Salem Zoning Board of Appeals as to allowance of increased density. b. The land uses adjacent to the East and West are residential, educational, and commercial. C. 162 Federal Street is consists of one existing multi-unit building containing 8 condominium units and an associated parking area. The final site will consist of 58% impervious and 42% open space. 2. Density a. 162 Federal Street will consist of one existing multi-unit building containing 8 condominium units. 3. Zoning 0 a. The existing Zoning designation is Residential two family (R2). 4. Architecture a-d. The Architecture of the building will remain unchanged and the proposed landscaping will be added with intent to improve the overall property appeal. 5. Historic Buildings, Historic Sites and Archeological Sites a. The Chestnut Street National Register District is located approximately 420 feet to the East of the proposed project. The subject property is not located within this district. Public Facilities 1. Water Supply, Flow, Pressure and Distribution a. The existing water service which is supplied by the City of Salem will continue to be used in the proposed development. b. The demand will be residential based with 110GPD/Bedroom for both water and sewer. The approximate daily flow will be 1,980 GAL, 2. Sanitary sewerage connection, distribution and facilities a. The sewage to be generated from 162 Federal Street will be all domestic wastewater at a rate of 110GPD/Bedroom. The approximate daily flow will be 1,980 GAL. b. The existing sanitary service which is supplied by the City of Salem will continue to collect the wastewater from the proposed development. 3. Storm Drainage Facilities. a. The connection to the City of Salem system is proposed to be made at an existing manhole in Bridge Street. 4. Disposition of Stormwater a-c. Methods of erosions control, stormwater treatment, groundwater recharge, and flood control our outlines and described in the attached Stormwater Management Report. 5. Refuse Disposal a-b. It is expected that the building will have a centralized point of trash collection. The trash will be stored on site for pickup by municipal collection. 6. Traffic facilities a. The traffic flow will be accessed from Bridge Street only. Based upon the ITE Trip Generation Manual, it is estimated that 33 trips per day will be generated by this project during the weekday. A trip is defined as a departure or an arrival. Therefore, it would be expected that there will be about 16 departures and 16 arrivals per day. The effect on traffic will be negligible. Meridian Associates, Inc. has also reviewed the site distances for this site and finds them to meet AASHTO Standards. b. The pedestrian circulation will be from the parking area to the existing building. Dedicated walkways have been proposed to allow for pedestrian access to and from,the building. C. A total of 17 parking spaces are proposed for the development for the 8 units. The parking will be located outside of the existing building in a designated parking lot and the traffic will be predominantly residential. 7. Electric Power a. The anticipated demand for 162 Federal Street will be 5,340 KWH per month b. The source of the power will be National Grid. 8. Gas a-c. 162 Federal Street will utilize natural gas for heating, cooking, and. clothes drying. The source of the natural gas will be National Grid. Community Services 1. Schools a. Based on an average of 0.5 school-aged children per unit, 162 Federal Street will add approximately four children to the public school system in the City of Salem. b. The closest existing Public schools are as follows: i. Witchcraft Heights Elementary School - 0.8 mi ii. Nathaniel Bowditch School (K-8) - 0.9 mi iii. Salem High School - 0.4 mi 2. Recreation a-b. Recreation facilities are not proposed on site 3. Police a. The total population for this development will be approximately 27 residents. Based on 18 bedrooms with an average of 1.5 people per bedroom. b. There are a total of 17 proposed parking spaces associated with this development. w' 4. Fire a. The existing building will be remodeled, but no new structures are proposed b. The source of the water will be City of Salem municipal supply 5. Public Works a. The proposed development does not include the construction of any new roadway to be maintained by the City. b. The proposed development does not include the installation of any utilities to be maintained by the City. Human Considerations 1. Aesthetics and Visual Impact a. The existing building will remain therefore the changes in character due to the project will be minimal. b. Landscaping will be added in order to minimize the impact of the proposed project 2. Parks, Forest, and Recreational Area a. The project will not affect the potential for or existing park and recreation facilities. b. The project will not cause the removal of existing park and recreational areas. 3. Public Health a. During construction any dust generated shall be controlled by wetting and minimizations of exposure times for unsuitable areas. The project will incorporate landscaping to previously impervious areas which will promote long term improvement in Public Health. 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Note:Overall height is measured to top of pole. SIW.1 F f%•.ln/11CAnCINt:9fMdT tlN n]Ka'tb iv;�E 4:NTpG ta::v ' - tnt.A(gE54.^.a+E9 FRJ1.0 Uor /� ACCESS • ..o�sF See specifications and optioneleccae50dee details on page 2. II � 1xxn:u MxL1R ex'cm nno:»tunA-ov 80-TCW'I FY: :1119acCE,S_ ."'Arn.4 W'. SOLD TO POs JOB NAME Approvals Architectural Area Lighting 16555 East Gale Ave / City of Industry,CA 91745 626.968.5666 / fax 626.369.2695 / www.aal.net Ref:D132 pdt Copy(012006.design Patented D D O Providence"' Large FEATURES •Part of AAL's Designer SSL Series •Features exclusive wIHUBB[ethnology - Wireless control system for use •Die cast aluminum construction for with 0-IOVDC interface for full range corrosion resistance dimming capabilities •Field replaceable LED Emitter Deck- - Programme nomous operation upgrade kits for PROV-H.See page 864 •Slips over a%'O.D.no or a 4'tenon for details. for arm mounting a T option • Features highly efficient,exclusive •EISA compliant MicroEmitterw technology •IP55 rated MINER • Features exclusive LffeShield'" a Powder coat finish in 13 standard colors ' Protection System with a polymer primer sealer ORDERING INFORMATION 1PROL14 6 I500tV rr 1 r r LED 15OPSMH Pulse start 150 watt metal WIN-IM In Nature wireless control system.For LED 108 tight emitting diode array(124 total halide 120/208/240/277 wit only.__ watts input .120 thru 277 volt ballast.Use mogul base, p ) ED-17 lamp. SPK Decorative cot aluminum spilms on the top Warm white(3500x) - and bottom of the Pour vertical slnrts. 250PSMH Poise start 250 wait metal and Cast aluminum finial painted a brass color. PROL-T2-1081ED-WW tE5 rope x nadide 1zo/z01201208/240/277 wit r distribution. ballast Use mogul base, BPS Cast aluminum struts painted a brass toter- PROL-T3-108LED-WW IES Type 3 ED-28(amp. spikes also painted brass H option SPK chosen. distribution. 32OPSMH Pulse start 320 watt metal - PCA-T Rotatable photocell housing. PROL-14-108LED-WW IES Type.4 halide 120/208/240/277 wh HSS House side shield. - distribution. baUart.Use mogul base, - ED-28 lamp. LDL Lightly diffused tens.For horizontal reflector PROL-TS-IOSLED-WW IES Type 5models.distribution. 35OPSMH Pulse start 350 was metal PT4 Post top fitter for a 4'O.D.pole. halide 120/208/240/277 wit ' Bright White(5100x) ballast Use mogul base OL Sodwt Por T-4 mini-can lamp,field wired to a PROL-T2-IOSUD-BW IES Type 2 - EO-28 lamp. separate circuit(Lamp wattage not to exceed distribution. 40OPSMN pulse start 400 watt metal ballast wattage). PROL43-I08LED-BW IES Type 3 halide 120/208/240/277 uott ORS-Restrike controtter and T-4 mini-can socket. distribution. ballast Use mogul base, Not required with electronic ballast(Lamp PROL-T4-108LEMW IES Type 4 ED-28 lamp. wattage not to exceed ballast wattage). distribution. 150NPS 150 watt high pressure sodium 120/208/240/277 i PROVS-IOBLED-BW -ITS Type 5 w0 ballast Use mogul base, s distribution. ED-23%lamp. Comes complete with LEDs and doer.Class 1, 2001IPS 200 watt high pressure AWT Arctic White 350mA drive current. sodium 120/208/240/277 BLK Black HID/CFL colt ballast Use mogul base, - MTB Matte Blick ED-18 lamp. PROL-112 Type 2 horizontal 250HPS 250 watt high pressure DGN Dark Green reflector,hat glass sodium 120/208/240/277 DBZ Dark Bronze tens writ ballast Use mogul base, PROL-113 Type 3 horizontal ED-28 tamp. WRZ.Weak DIMENSIONS reflector,Rat glass Bronze 400NPS 400 watt high possum 23.6'--t lefts sodium 120/20 pressure 277 BRM MetaemnZliic PROL-H4 Type 6 horizoriral writ ballast Use mogul base, reflector,flat glass ED-18 tamp, VBL Verde Blue Lon All ba/In ave be"wbad lm 277 wlb union CRT Corten PROL-NS Type 5 horizontal speclRed.Lamps mot included.Aa applicable MAL Matte reflector.gat glass ballasts am EIS%compNnt Aluminum tens MDGMedium Grey ATG Antique Green 38.95- , LGY Light Grey RAL/PREMIUM Provide a RAL COLOR 4 digit color number CUSTOM Please provide w Please visit ww.uLnet for mounting options COLOR a color chip Por matching WT:47 the EPA 1.33 b - Z d 867 Poles - D132 6-ROUND(RD)8 FLUTED(FL)DECORATIVE BABE 082 BASE / POLENNALL / OPTIONS s I CATALOG NO. . MAMMUM ALLOWABLE EPA(MPH) BASEPOLE DAH SHAFT WT 98 90 .100 110 120 130 140 180 0 082 6R14.198 14.(4.3m) 6"RD x.188" 116 32.3 28.5 22.7 18.6 15.5 13.1 11,2 9.6 GA. ' ❑ 0B2 5R7 -e6-188 16'(4.9m) 6"RDx.188' 123. 27.3 23.9 19.0 155 128 10.8 9.2 7.9 ..P ' 1 ❑ D82 5878.188 18'16.5m), 5'RDx.188" 128 22.8 19.8 15.6 12.7 10.5 8.8 7.4 6.4 j I ❑ D82 SR20.188 201(6.2m) 5"_RDx.188" 136 18.9 16.4 12.8 10.3 8.5 7.0 6.9 5.0 - I ❑ 082 51122-188 22'(6.8m). 6"RD X.1811" 142 15.8 13.5 10.4 8.3 6.8 5.8 4.7 3.9 _ .. .- . . i �_! ❑ D82611124-1188 24'(7.4m) 6"RD x.189" 148 13.1 11.1 8.4 &6 5.3 4.3 3.6 3.0 i'J'�^�° - ❑ DB2 5825.188 25'(7.7m) 5"RD x.188" 151 11.9 10.0 7.5 5.9 4.7 3.6 31 2.6 FAe,.re?ar. i .' ❑ D82 5814-250 14'(4,3m) 5"RD x.250" 132 36.7 31 b 25.2 20.6 17.2 145 12.4 10.7 -- - -. + ' : D82 611116.250,16 (4.9m) 6"RD x.250" 140 30.5 26.8 21.3 17.4 14.5 12.2 10.4 9.0 { { ❑ DB2 6818.260 18'(6.6m) 5"RD x.250" 150 25.8 22.5 17.8 14.5 12.0 10.1 8.6 7.3 ❑ DB2 5820-250 20'(6.2m) 5'RD x.260" 158 21.8 18.9 14.8 12.0 9.9 8.3 7.0 6.0 C '. 1 ❑ D82 SR22-250 22'(6.8m) 6"RD x.250" 1B7 18b 15.9 12.4 9.9 8.1 6.7 6.7 4.8 o Tcora Esc Afc iS ❑ DB2 611124.260 24'(7.4m) 6-RD x.250'___176 15.7 13.4 10.3 8.2 6.6 5.5 4.5 3.8 -. ... - _ . -�� - ❑ 082 SR26-250 2s-(7.7m) 5-RD x.250" 18D 14.5 12.3 93 74 60 49 40 34 •,I ❑DB2 6FI4.198: 14'(4.3m) 5"FL x.188' 116 21A 18.7 14.8 12.1 10.0 82 6.9 5.8 ` - ❑ DB2 SF16-188 16'(4.9m) 5"FL x.I 8V 123 17.8 15.5 12.1 9.8 8.0 6.6 5.4_ 4.5 '- 'z'p"-� ❑ DB2 SF18-168 16'(5.5m) 5"FL x.188" 129 14.5 12.5 9.7 7.6 6.3 5.1 4.1 3.3 R'1Tl;y Y1Fh . . . . .. m VCuMsrou rsurns paA+. ❑ 082 5F20-18S..20-(6.2m) 5'FL x.188" 138 11.8 10.0 7.6 6.1 4.8 3.7 3.0 2.3 YAlM 4]([61."CN41AG46-.i'. ❑082 SM-11811 22'{8.8m) 5-FL x.188. 142 9A 7.9 5.8 4.6 3.9 2.6 2.0 1.4 ACCE56 E]D82 5F24-188 24'(/.4m) 6'FL x.188" 148 7.4 6.1 4.3 3.3 2A 1.7 1.1 OS r I l \J ❑DB2 5F26.188 25'(7.7m) 6-FL x.198" 151 6.6 5.2 3.6 2.7 1.9 1.2 0.7 0.3 •�`..I, / Note:Overall height is measured to tap of pole. Awn F F z-dar u,:�n-mn:mhrhr nry IwnGs•vn r: ' •'n_,GA't5 M1�E�Uyx.G p0::V :YIT4A ESS WVEA FA ii,G UF, ACCESS r nm--,p See specifroations and options/axessoties details on page 2. V.'' WUtllt r 4'lNt LY'lT nM1b JNIJIIA''.JV 80 T(A.•:•FY: .N:i C.K-C*IAYmG WAN :a,A ACC035 m.tN fAOM1G 04 SOLD TO PO a JOB NAME - Approvals Architectural Area Lighting 16555 East Gale Ave / City of Industry,CA 91745 626.968.5666 / fax 626.369.2695 / www.aal.net Rel:D82 pill copyright 2006.design petmted D e 0 Providence® Large FEATURES Part •Part of AAVs Designer SSL Series •Features exclusive wIHU88 technology - Wireless control system for use •Die cast aluminum construction for with 0-IOVDC interface for full range corrosion resistance dimming capabilities •Feld replaceable LED Emitter Deck- - Programnw nomous operation - upgrade kits for PROV-H.See page 864 •Slips over a%'O.D. ole Or a 4"tenon for details• for arm mounting a -T option •Features highly efficient,exclusive •EISA compliant MicroEmitter-technology a IP55 rated (i�SIIiNER • Features exclusive LifeShieW- Protection System •Powder coat finish in 13 standard colors with a potymer primer sealer ORDERING INFORMATION PROLµS ISdp�hnl4 - ,�.p _P rr . . LEDI ISOPSMH Pulse start 150 watt metal WIH-IM In flrture wter central system.For LED 108 light emitting diode array(124 total halide 120/208/240/277 wit only.,, watts input .120 thru 277 wit. ballast.Use mogul but p ) ED-17 lamp. ( SPK Decorative cast aluminum spaces an the top Warm white2-10 LED-W) P and bottom of the four vertical sorts. 250PSMH Poli start 250 watt metal PFN Cast aluminum finial painted a brass color. PROl-T2- WW IFS Type 2 halide 120/208/240/277 colt distribution. haunt.Use mogul base, j BPS Cast aluminum struts painted a brass color- PROL•T3-IOBLE0.WW IES Type 3 ED-28 lamp. r spikes also painted brass N option SPK chosen. distribution. 32OPS14H Pulse start 320 waft meta PCA-T:Rotatable photocell housing. ML-T4-IOBLED-WW IES Type 4 halide 120/208/240/277 wit NSS House side shield. - - distribution. ballast Use mogul base, ED-28 lamp. LDL Lightly diffused tem.Fm horizontal reflector PROL-TS-108LED-WW IES Type 5 models. distribution. halide Pulse start 350 watt acetal ?halide 120/208/240/277 wit pita Post top filter for a d•O.D.pole. Bright White(S100K) ballast Use mogul bask OL Socket for T-4 miru-an lamp,BNd wired to a PROL-T2-IOSUD-8W IES type 2 ED-28 lamp. separate circuit(Lamp wattage not to exceed distribution. 400PSMN Pune start 400 watt metal ballast waWge)- PROL•T3-IOBLE0.BW IES Type 3 halide 120/208/240/277 wh l QRS Restrike controller and T-4 mini-can socket. distribution. ballast Use mogul has% Not required with electronic ballast(Lamp _ED-28 lamp. wattage not m exceed ballast wattage). PROL-T4.1081ED•BW IES Typed ISONPS 150 watt high preaunr distribution. sodium 120/208/240/277 PROL-TS-108LED-BW IES Type 5 wit ballast Use mogul base, rei,1 ii ii i distribution- ED-2314 lamp. Eames complete with LEDs and driver.Class 1, 20DNPS 200 watt high pressure AWT Arctic White 3SOmA drive current. sodium 110/208/240/277 BLK.Back HID/CFL wit ballast Use mogul base, - ED-18 lamp. MTB Matte Black PROL•142 Type 2 horizontal 2SONPS 250 watt high pressure DO Dark Green reflector,flee glass Sodium 120/208/240/277 DBE Dark&once lens wit ballast Use mogul base, ML-"3 Type 3 horizontal ED-18 lamp. WRZ Waged DIMENSIONS reflector,gat glass 400HPS 400 wait ensure high' h - Brome p luns Sodium 120/208/240/277 BRM Bronze one 23.4•--1 ic PROL-N4 Type 4 horimrdal wh ballast Use mogul bask - reflector,gat glass .ED-18 tamp. VBL Verde Blue tens A0 ballwis ane last"wined for 277 win vain CRT Corten PROL-115 Type 5 horizontal sPOcrRed.lamps rot included.AB applicable MAL Matte collector.Rat glass ballast, ne HSA compliant _ Aluminum lens MOG Medium Grey ATG Antique Green ]a•pa^ LGY Light Grey RAL/PREMIUM Provide a RAL COLOR 4 digit calor - number CUSTOM Please provide Please visit wwricuLnet for mounting options COLOR a color chip ll kr matching WT 147 tbs.EPA 1.33 I�0 Z- =' 867 Poles - D132 6-ROUND(RD)a FLUTED(FL)DECORATIVE BASE DATE 7vR6 DB2 ! BASE / POLVINALL / OPTIONS i ✓} I CATALOG NO. MAXIMUM ALLOWABLE EPA(MPH) 1 BASEPOLE DAN SHAFT WT 95 00 100 110 120 130 140 150 32.3 26.5 22.7 18.6 15S_. t 0 D02 6874-188 14'(4.3m) 5"RDx.188" 116 13.1 11.2 9.8 j } DB2 SR18-198 16'(4.9m) S'RD x.188° 123 27.3 23.9 19.0 15.5 128 10.8 9.2 7.9 rl N 9 DB2 6878.188 18'(5.6m) 5"RD x.188" 120 22.8 19.8 15.6 12.7 10.5 8.8 7.4_ 8.4 ! D82 5R2D-189 20 (8.2m) 5•RDx.180" 136 18.9 16A 12.8 10.3 8.5 7.0 6.9 5.0 DS2 5822-188 22 (6.Sm) 6"RDx.188- 142 15.6 13.5 10.4 8.3 6.8 5.6 4.7.- 3.9 002 6824-188 24'(7.4m) 6'RD x.180" 148 13.1 11.1 8.4 6.6 5.3 4.3 3.6 3.0 e';:•,p^4i,. E] OB2 5825.188 25'(7.7m) 5"ROx.188" 151 11.9 10.0 75 59 47 38 31 25 Pao.rc rn DB2 6874.260 14'(4.3m) 5"RD x.250' 132 36.7 31.5 25.2 20.6 172 14.5 12.4 10.7 _ .. . D82 61116-261),16'(4.9m) 6'RD x.250" 140 _30.5 26.8 21.3 17.4 14.5 12.2 10.4 9.0 •/ ;- -` ���❑"'ill DER 5818-260 18'(5.6m) 5'RO X.250" 150 25.8 22.5 17.8 14.5 12.0 10.1 _8.6 7.3 0 D82 SM-250 20'(6.2m). 8'RD x.260" 158 21.8, 18.9 14.8 12.0 99 8.3 7.0 6.0 I C] DB2 SR22.250 22'(6.8m) S•RO x.250• 167 18.5 15.9 12.4 9.9 8.1 6.7 5.7 4.8 .� _ _ _ . . X cont 16-C Tr.,r a"-i . ACc-SS DB2 6R24.250 24'(7Am) 5"RO250• 176 15.7 13.4 10.3 8.2 6.6 5.5 4.6 3.8 \ rC•. cw-q - x. - .. - - '�''� DB2 5R26-250 25'(7.7m) 5'RD x.250° 180 14.5 12.3 8.3 74 80 49 40 94 y1 E]D82 6F14.1e8. 14'(4.3m) 6"FL x.188' 118 21A 18.7 14.8 12.1 10.0 82 6.9 5.8 ` 082 SF16.188 111 5".FLx.188- 123 17.8 15.6 12.1 9.8 8.0 6.6 6.4 4.6 rrcA-• D82 SF1&188. 16'(5.6m) 5"FLx.188" 129 14.5 12.5 9.7 7.8 6.3 6.1 4.1 3.3 kl"W NFA _ _ ,mocL¢s MI-C MtA Rwp Dorm D82 6F20.188 20'(6.2m) 5"FLx.188• 136 11.8 10.0 7.6 6.1 4.8 3.7 3.0 2.3 YAiM YY'f CS..G'RafLGn:. Pr 082 SF22-188 22'f6.8m) 5•FL x.188" 142 9.4 7.9 511 4.6 3.9 2.6 2.0 1.4 ACCESS :U4E4 0 082 6F24-tae 24'(/.4m) 6-FLx.188• 148 7.4 6.1 4.3 3.3 2A 1.7 1.1 0.6 r I . 1 OB2 6F26.1B8 25'(7.7m) 5-FLx.188" 151 6.6 5.2 3.6 27 19 12 07 03 `. \J Note:Overall height is measured to top of pole. AI NI F F x'.leF Iw:tnvlNn_WNT,CIN IWf IW VIf/! ancK"L'tS Ip�E IS iAvng W::V '.Vli".GC[SS:A:[R FA(}RG UF. ACC-S'a See specifications and optionsfaccessodes details on page 2. UWCLt.+x'LNt LC'lT nn4:1N1'JIiA•)V 80 i'J1.•V.FV: .m:'wC5 K.0*LV04=..N :/114 ACCs zv.tq NCeg N4 SOLD TO PO 9 JOB NAME Approvals Architectural Area Lighting 16555 East Gale Ave / City of Industry,CA 91745 626.968.5666 / tax 626.369.2695 / www.aal.net Ret.0132041 copyright 2006.design patented THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM ^�0( L DATA City of Salem Department of Planning & Community Development Check/Cash Receipt and Tracking Form Please complete form and make two copies. Date Received 3 ( 2 Amount Received Form of Payment Check ❑ Cash Client Information A CASH PAYMENTS: client initials ❑ Sign Permit Application Fee ❑ Conservation Commission Fee Payment received for what anning Board / ZBA service? ❑ ee ❑ Copies ❑ Other: Name of staff person receiving payment Additional Notes WILLIAM J WHARFF 1 CAROL WAY 53-7055/2113 166 SA „':- 11970 _ --6.678 DATEILNbae /2 PAY TO �I .1L \ S '1'HFORDEROF $ 6 7V/ 3 DOLLARS 8 1 SalemFIWO 210 Lssa Soee[,Salem,MA 01970 r MEMO � LFr� ' 1 1: Z 1 1 3 70 558j: 088051937611' 0166 I Original Check and Form: DPCD Finance Copy 1: Client Copy 2: Application File CITY OF SALEM PLANNING BOARD 01 I 1 1 MAR 3 P 153 FILE 0 CITY OF SALEM CITY CLERK, SALEM. MASS. APPLICATION SITE PLAN REVIEW Location of Property: 162 Federal Street Applicant: William Wharf Proposed Date of Hearing: April 5, 2012 Address/PO Box: 30 Federal Street Date of Submittal: March 12 , 2012 City, State,Zip Code:Salem, MA 01970 Telephone: 617-767-1897 I. Project Description: a. Zoning district: R-2 b. Square footage of parcel:24,730 c. Square footage of structure(s): 10,312 d. Square footage of footprint: 4,402 e. No. of dwelling units (if applicable): 8 II. Additional Information: Information required includes this application and the following additional information. File one copy of all information with City Clerk and fifteen (15) copies with the Planning Board, T (all copies must be stamped by City Clerk). ' a. A Site Plan at a scale of 1"=40', (or as established by Planning Board) including all requirements as set forth in Section 11I13 of the Salem Subdivision Regulations and the following: 1. Location and dimensions of all buildings and other construction. 2. Location and dimensions of all parking areas, loading areas,walkways, and driveways. 3. Location and dimensions of all internal roadways and access ways to adjacent public roadways. 4. Location and type of external lighting. 5. Location,type,dimensions and qualities of landscaping and screening. 6. Location and dimensions of utilities,gas,telephone, electrical communication,water, drainage,sewer and other waste disposal. 7. Location of snow removal areas. 8. Location of all existing natural features including ponds,brooks, streams, wetlands, and marshes. 9. Existing and proposed topography of the site, with two-foot contours. 10. Conceptual drawings and elevations of buildings to be erected including elevations showing architectural style b. A brief narrative, as requested by the Planning Board addressing these site plan requirements and other appropriate concerns in the following defined categories: 1. Building 2. Parking and loading 3. Traffic flow, circulation and traffic impact 4. External lighting 5. Landscaping and screening 6. Utilities 7. Snow removal 8. Natural features and their protection and enhancement 9. Topography and its maintenance 10. Compatibility of architecture with surrounding area c. An Environmental Impact Statement in accordance with Appendix A of the Salem Subdivision Regulations. III. Procedure: The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application,plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health,Fire Prevention Officer and Conservation Commission who may,at their discretion,investigate the application and report in writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report thereon from the above agencies or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report. The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers,by signs or by recording the special permit at the Registry of Deeds,of the go4ditions associated with said premises and the steps undertaken by the petitioner or his successor in'ftle to alleviate the effects of same. (to be. submitted) Signatur scant Signature of Owner(attached consent letter is also acceptable) March 12, 2012 March 12, 2012 Date Date FEE PAID: CITY OF SALEM PLANNING BOARD 1011 MAR 13 P I: 53 FILE # CITY OF SALEM CITY CLERK, SALEM. MASS. APPLICATION WETLANDS AND FLOOD HAZARD DISTRICTS SPECIAL PERMIT Applicant: William Wharff Address: 30 Federal Street, Salem, MA Telephone: 617-797-1897 Owner: Northeast Behavioral Health Corp. Location of Property: 162 Federal Street, Salem, MA Project Description: 8 Unit residential redevelopment I. It has been detennined by the Building Inspector that the above property lies in the following area(s): A. Wetlands District: Wetlands fit)Buffer Zone (R) B. Flood Hazard District: Zone A(�ZrmcA3 O Zone V3 () II. Information required includes this application and the following additional information: (File one (1) copy of everything with the City Clerk and fifteen (15) copies with the Planning Board, all copies must be stamped by the City Clerk) A. A site plan at a scale of 1"equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 2. The location,boundaries, and dimensions of each lot in question. 3. Two-foot(2') contours of the existing and proposed land surface. 4. Location of existing and proposed structures, water-courses, drainage and drainage easements, means of access, utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section I. B. In the Wetlands District, a determination by a qualified engineer of the seasonal high water table, performed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to "1 i compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certified, the Planning Board may waive this requirement. D. A list of Federal, State, and other local permits required by the applicant. Variance from ZBA; Order of Conditions; Historic Commission approval E. Descriptions relative to all conditions applicable in Section III below. III. Conditions (Complete those sections indicated (x)by the Building Inspector) In the Wetlands and Flood Hazard Districts no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as fill, excavated, or transferred; and no sediment shall be caused to be discharged from or onto a wetland, unless all the following conditions are found to exist as part of the granting of a Special Pennit by the Planning Board (Use additional pages if necessary) A. All Districts: ( ) 1. The proposed use will comply in all respects to the uses and provisions of the underlying District in which the land is located. Yes x, No based on ZBA approval O 2. There is adequate convenience and safety of vehicular and pedestrian movement within the site, and in relation to adjacent streets and property,particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. Adequate convenience and safety for both vehicular and pedestrian movement within the proposed site has been provided. O 3. Utilities, including gas, electricity, fuel, water, and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or igniting or any other damage due to flooding. (Provide details) Existing utilities will be utilized. ( ) 4. The cumulative effect of the proposed development or use, when combined with all other existing and anticipated development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage capacity in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfrsheries; adversely affect groundwater resources or increase storm water run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. The proposed development will not obstruct or divert flood plan. '1 B. Wetlands District: () 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other contaminating substances or discharge of any polluting liquids or materials into streams,brooks or wetlands. (The polluting effects of substances on the Wetlands are to be gauged by the"Rules and Regulations for the Establishment of Minimum Water Quality Standards and for the Protection of the Quality and Value of Water Resources" of the Commonwealth of Massachusetts.) See associated stormwater management report for this rnj_e_Ct ( ) 2. The floor level of areas to be occupied by human beings as living or work space shall be four (4) feet or more above the seasonal high water table. The floor areas are greater than four feet above seasonal high water table. O 3. If the basement floor level is below the seasonal high water table and affords the possibility of human occupancy at some future date, although not originally intended, adequate perimeter drainage and foundation shall be installed to withstand the effect of pressure and seepage. Furnace and utilities are to be protected from the effects of leaching. (Provide details) ()Applies N Does not Apply O 4. If the lot is to be served by an on lot septic system, the leaching area designed for use, as well as a reserved area for future expansion or total future use, shall be plotted with dimensions on the site plan, and the leaching areas shall not be constructed where the seasonal high water table is less than 4 feet below the bottom of the leaching areas. ( ) Applies (See site plan) O Does not apply C. Flood Hazard District (all zones): O 1. The floor of the basement, or if none,the lowest floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. All structurals for residential uses are above the 100 year flood level. O 2. The floor of the basement, or if none,the lowest floor of new construction or substantial improvement of structures for nonresidential uses shall be at or above the 100 year flood level or the structures shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. Flood-proofing measures shall i insure that the structure is watertight and that structural components have the capability of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. All structures are above the 100 year flood elevation. D. Flood Hazard District. Coastal High Hazard Area (Zone V3): O 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide. n/a O 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings or columns so that the lowest portion of the structural members of the lowest floor(excluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the lowest floor shall be free of fixed obstruction. (Provide details) n/a ( ) 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) n/a IV. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to Ileviate the effects of same. 77/ 1 (to be submitted) ignature of Applicant Signature of Owner(attached consent letter is also acceptable) March 12, 2012 March 12, 2012 Date Date FEE PAID: 6• CITY OF SALEM PLANNING BOARD 7012MAR 13 P I: 53 CITY CLERK SALEM, MASS, CITY OF SALEM APPLICATION WETLANDS AND FLOOD HAZARD DISTRICTS SPECIAL PERMIT Applicant: William Wharff Address: 30 Federal Street, Salem, MA Telephone: 617-797-1897 Owner: Northeast Behavioral Health Corp. Location of Property: 162 Federal Street, Salem, MA Project Description: 8 Unit residential redevelopment I. It has been determined by the Building Inspector that the above property lies in the following area(s): A. Wetlands District: Wetlands 0) Buffer Zone (K) B. Flood Hazard District: Zone A(�ZoneA3 O Zone V3 () II. Information required includes this application and the following additional information: (File one (1) copy of everything with the City Clerk and fifteen (15) copies with the Planning Board, all copies must be stamped by the City Clerk) A. A site plan at a scale of 1"equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie-in to the nearest road intersection. 2. The location,boundaries, and dimensions of each lot in question. 3. Two-foot(2') contours of the existing and proposed land surface. 4. Location of existing and proposed structures, water-courses, drainage and drainage easements, means of access, utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section I. B. In the Wetlands District, a deteriination by a qualified engineer of the seasonal high water table, performed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths,pressures velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certified, the Planning Board may waive this requirement. D. A list of Federal, State, and other local permits required by the applicant. Variance from ZBA; Order of Conditions; Historic Commission approval E. Descriptions relative to all conditions applicable in Section III below. III. Conditions (Complete those sections indicated (x)by the Building Inspector) In the Wetlands and Flood Hazard Districts no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as fill, excavated, or transferred; and no sediment shall be caused to be discharged from or onto a wetland, unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board (Use additional pages if necessary) A. All Districts: O 1. The proposed use will comply in all respects to the uses and provisions of the underlying District in which the land is located. Yes x, No based on ZBA approval O 2. There is adequate convenience and safety of vehicular and pedestrian movement within the site, and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. Adequate convenience and safety for both vehicular and pedestrian movement within the proposed site has been provided. O 3. Utilities, including gas, electricity, fuel, water, and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, short-circuiting, grounding or igniting or any other damage due to flooding. (Provide details) Existing utilities will be utilized. () 4. The cumulative effect of the proposed development or use, when combined with all other existing and anticipated development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage capacity in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfisheries; adversely affect groundwater resources or increase storm water run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. The_proposed development will not obstruct or divert flood plan. B. Wetlands District: () 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other contaminating substances or discharge of any polluting liquids or materials into streams,brooks or wetlands. (The polluting effects of substances on the Wetlands are to be gauged by the "Rules and Regulations for the Establishment of Minimum Water Quality Standards and for the Protection of the Quality and Value of Water Resources" of the Commonwealth of Massachusetts.) See associated stormwater management repart for thi gPrni.'t () 2. The floor level of areas to be occupied by human beings as living or work space shall be four(4) feet or more above the seasonal high water table. The floor areas are greater than four feet above seasonal high water table. () 3. If the basement floor level is below the seasonal high water table and affords the possibility of human occupancy at some future date, although not originally intended, adequate perimeter drainage and foundation shall be installed to withstand the effect of pressure and seepage. Furnace and utilities are to be protected from the effects of leaching. (Provide details) ( ) Applies N Does not Apply () 4. If the lot is to be served by an on lot septic system, the leaching area designed for use, as well as a reserved area for future expansion or total future use, shall be plotted with dimensions on the site plan, and the leaching areas shall not be constructed where the seasonal high water table is less than 4 feet below the bottom of the leaching areas. ( ) Applies (See site plan) ()Does not apply C. Flood Hazard District (all zones): O 1. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. All structurals for residential uses .are above the 100 year floodlevel. ( ) 2. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for nonresidential uses shall be at or above the 100 year flood level or the structures shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. Flood-proofing measures shall f insure that the structure is watertight and that structural components have the capability of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. All structures are above the 100 year flood elevation. D. Flood Hazard District. Coastal High Hazard Area(Zone V3): O 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide. n/a O 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings or columns so that the lowest portion of the structural members of the lowest floor(excluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the lowest floor shall be free of fixed obstruction. (Provide details) n/a ( ) 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) n/a IV. Procedure The Planning Board shall,within 7 days after the filing of this application,transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings,City Engineer,Board of Health, Conservation Commission and Fire Prevention Officer who may,at their discretion,investigate the application and report in writing their recommendations to the Planning Board.The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings,City Engineer,Board of Health,Conservation Commission and Fire Prevention Officer or until thirty-five(35)days have elapsed after distribution of such application without a submission of a report.The Planning Board shall hold a Public Hearing on said application as soon as possible after receiving the above reports,in accordance with Chapter 40A of the Massachusetts General Laws.The Planning Board shall notify the applicant in writing of its decision on the special permit.The decision shall document the proposed development or use and the grounds for granting or refusing the special permit.The Planning Board may,as a condition of approval,require that the applicant give effective notice to prospective purchasers by signs or by recording the special permit at the Registry of Deeds,of the wetland or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to,a1leviate the effects of same. Zi (to be submitted) ignature of Applicant Signature of Owner(attached consent letter is also acceptable) March 12, 2012 March 12, 2012 Date Date FEE PAID: D p O Providence® Large FEATURES •Part of AAVs Designer SSL Series •Features exclusive wIHUBB technology - Wireless control system for use •Die cast aluminum construction for with 0-IOVDC interface for full range corrosion resistance dimming capabilities •Field replaceable LED Emitter Deck- . Programme nomous operation upgrade kits for PROV-H.See page 864 •Slips over a '0. ote or a 4'tenon for details. for arm moon ng a T option •Features highly efficient exclusive •EISA compliant MicroEmitterw technology a IPS5 rated RESIGNER • Features exclusive LifeShieldw w Powder coat finish in 13 standard colors Protection System IND with a polymer primer seater ORDERING INFORMATION ,,gy�•pp p / PROL{{S __ ISd ?SM�4 - ,YwI,V CNY T_ . LED150PSMN Pubs start 150 watt metal WIM-Ill In Future wireless combat system.For LED 108 light emitting diode array(124 total halide 120/208/240/277 wk only. . input Watts).120 thru 277 volt ballast Use mogul base, i Warm while(3500K) ED-17 Lamp. SPK Decorative cast aluminum spikes on the top . .. t and bottom of the kw wrtkal struts. PROL-T2-IOBLED-WW IES T 2 25MMH Pulse start 250 watt metal PIN Cast aluminum finial pointed a brass color. YD• - halide 120/208/240/277 volt distribution. ballast OPS Cast aluminum struts Use mogul base, 1. painted a brow color- PROL-T3-IOBLED-WW IES Type 3 ED-28 lamp, spikes also painted brass if option SPK chosen. distribution. 320PSMH Pulse start 320 watt metal PCA-T Rotatable photocell housing. PL-T4-IOSLE0.WW IES Type halide 120/208/240/277 wet "SS side shield. distribution. EDUast Use mogul base, ED-28 lamp. lDl models diffused tem.Far horizontal reflector PROL•TS-10BLE0.WW Ili Type 5 35OPSMH Pulse start 350 watt metal models. P74 Post to filter for a 4.O.D. halide 120/208/260/277 volt D poi Bright White(STOOK) ballast Use mogul base, S OL Sodmt for T-4 mini-can lamp,field wired to a PROL-TZ.108LED-BW IES Type 2 ED-28 lamp. "Pence circuit(Lamp wattage not to exceed .distribution. 40OPSMN Pulse start 400 watt metal i ballast wattage). PROL43-10BLED-BW .IES Type 3 halide 120/208/240/277 volt ORS Restrike com+olkv and T•4 mini-un socket. ballast Use mogul base, Not required with electronic ballast Lam distribution. (Lamp PROL•T4-IOBLED-BW IES Type 4 150ED-coat hi + wattage not to exceed boUaet wattage). distribution. i50NPS 150 watt high pressure sodium 120/208/240/277 �. PROL•TS-IOBLE0.BW IES Type 5 wet ballast Use mogul base, distribution. ED-23w lamp. Canes complain with LEO'and driver.Class t 20ORPS 200 watt high pressure AMR Arctic White 350mA drive current. sodium 120/208/240/277 BLK Black H1P/CFL wit ballast Use mogul base, Matte Black ED-IB lamp. PROI-M2 Type 2 horrspMal 250NPS 250 watt high Pressure OGN Dark G1C•n reflector,Rat glass sodium 120/208/240/277 DB2 Dark Bronze lens volt ballast Use mogul base, PROL-143 Type 3 horimmal ED-18 lamp. WRZ Weathered DIMENSIONS reflector,flat glass400NPS 600 watt high pressure Bronze lens wi tum last120/208/240/277 mogul ba BRM Metallic :�K PROL-114 Type 4 horizontal wet ballast Use mogul base, - reflector,flat glass ED-18(amp. VBL Verde Blue lam ALL baaas4 are factory wired to 277 wits uatan CRT Corten PROL-HS Type 5 horizontal sped -Lamp,rot included.Allapplicabta I� MAl Matte mfiector,Rat glass ballasts am EISA compliant Matte Was MDG Medium Grey ATG Antique Green 36.98' LGY Light Grey RAL/PREMIUM Provide a RAL COLOR 4 digit color number CUSTOM Please provide ww.a Please visit wal.net for mounting options COLOR a C010T chip for matching WT n 47 lbs.EPA 1.33 867 Poles - D132 6'ROUND(RD)d FLUTED(FL)DECORATIVE BASE - DATE TYp6 DB2 ' BASE / POLEMALL / OPTIONS r CATALOG NO. MAXIMUM ALLOWABLE EPA(MPM I SASEPOLE OAH SHAFT WT 88 90 100 110 120 130 140 150 ❑ 082 6R14.188 14'(4.3m) 5"RDx.188" 116 32.3 28.5 22.7 16.6 15S 13.1 11.2 0.6 ❑ DB2 6816-188 16'(4.9m) 6°RD z.188' _123 27.3 23.9 19.0 15S 128 10.8 9.2 7.9 _ _ . . ❑ 082 6878.188 18'(5.5m) 5"RD x.188 129 22.6 19.8 15.6 12.7 10.5 8.8 7.4 6.4 1 G i ❑ D82 5820.188 20'L6.2m) 5"RD X.186" 136 18.9 16.4 12.8 10.3 8.6 7.0 6.9 5.0 ❑ D82 5822.188 221(6.8m 6"RDx.188' 142 15.8 13.5 10.4 8.3 6.8 5.8 4.7 3.9 i � ❑ 0132_6824.188 24'(7.4m) 6°RD x.788" 148 13.1 11.1 BA 6.6 5.3 4.3 3.6 _3.0 `'="�° ❑ D82 61126-188 25'(7.7m) 5"RO x.188° 161 11.9 10.0 7.6 5.9 4.7 3.8 31 2.6 Fa.rclrn : ' a�i ❑ D82 611114-250 14'(4.3m) 5"RD x.250" 132 36.7 31.6 25.2 20.6 172 14.5 12A 10.7 D02 SR16.260 16'(4.9m) 5"RD x.250" 140 30.5 268 21.3 17.4 14.5 12.2 10.4 9.0 ❑ DB2 5818-260 18 (6.6m) 5"RD x.250" 150 26.8 22.5 17.6 14.5 12.0 10.1 8.6 7.3 .. . ❑D82 OM-250 20'(6.2m) 5°RD x.260" 168 21.8 18.9 14.8 12.0 9.9 8.3 7.0 6.0 1 : ❑ D82 SR22.250 22'(6.8m) 6"RD X.250" 167 18.5 15.9 12.4 9.9 8.1 6.7 5.7 4.8 axt c nca n c ;1t;Cs.,g ❑ DB2 6824.250 24'(7.4m) S"RD x.250' 176 15.7 13.4 10.3 8.2 6.6 5.6 4.5 3.8 ❑ D132 5826-250 25'(7.7m) 6"RD x.250' 160 14.5 12.3 9.3 7.4 6.0 4.9 4.0 3.4 ❑082 61`74.188 14'(4.3m) 6"FL x.188" 116 21A 18.7 14.8 12.1 10.0 82. 6.9 5.6 ❑ D82 6F16-188 16',(4.9m) 5'.FL x.188" 123 17.0 15.6 12.1 9.8 8.0 6.6 6A 4.5 ❑ DB25F18-18918'(5.5m). 5•FI-x.188" 129 .14.6 12.5 9.7 7.8 6.3 5.1 4.1 3.3 0.'In:x.IF 0, .. rN.vc•us lVLu M LlIW pan.. 00132 SF20-168.20'(62m) 5"FL x.166" 136 11.8 10.0 7.6 &1 4.8 3.7 3.0 2r3 S.'IM AO'fxS.'GNc(ACINu nr ... _._ ._ ❑DB2 5F22-188 22'f6.8m) 6"FL X.188' 142 9.4 7.8 5.8 4.6 3.9 2.6 2.0 1.4 ACCESS _ ' :4��: Wt'Lw ❑O82 6F24-188 24-(7.4m) 5-FL x.188' 148 _ 7A 6.1 4.3 3.3 2A 1.7 1.1 0.6 . ❑0132 SF26.168 25'(7.7m) 5°FL x.188" 151 6.6 5.2 3.6 2.7 1.9 1.2 0.7 0.3 Note:Overall height is measured to top of pole. xxll F F%'.INI YGLATWS:RVMM nY Ix)i I W VII!: eA.IC.t'k61tiak 4 UvnG DV::Y '.YIT4 A(gl54 dT:lR hdAd VP. ACC-55 See speci9oatkm and optionsfaccessories details on page 2. �l UWL•LL IIA'LNk t+CL'A IIA4 JN4`N in'.y1 RO'rDA•V FV: I :FWC3 PC:16 LVM4 DOA-v :III Y AC<kSS_V.k4 fACe.Y VMI SOLD TO _ PO 0 JOB NAME Approvals Architectural Area Lighting 16555 East Gale Ave / City of Industry,CA 91745 626.968.5666 / fax 626.369.2695 / www.aal.net Rel:DB2 pol copyn9h12D06,desl9n patented Correspondence y � Danielle McKnight From: Charles Haine [chaine@hainews.com] MN Sent: Friday, September 07, 2012 5:31 PM To: Danielle McKnight Subject: Report for Planning Department Attachments: PlanningBoardLetter[4].docx, EXPENSES RELATED TO FLOODING.docx PlanningBoardLet EXPENSES ter[4].docx (1... ,TED TO FLOODIN- Good evening Danielle, In regard to the 192 Federal Street project being undertaken by John and Bill. 69nsrff, 7: have attached a report on interactions with John Wharff along with a flooding e.,oenses report . Thank you for being so kind as to distribute these reports (and the photos) to rile Planning Board at Tuesday's meeting. I am very appreciative. Connie Haine 17 North Street Unit 1 chaine(Zhainews .com 898-243-9304 (cell) t I live at 17 North Street, Unit 1, in the Eaton Place Condominiums (contractors John and Bill Wharff). 1 attended the Planning Board's last meeting in July,at which time I spoke about Mr.John Wharff using our condo association's singular guest parking space as enticement to sell the last remaining unsold unit (#6) in our building.. This created a hardship for all of the other residents in our building as no parking is allowed on North Street anyplace near our building. (The day before Mr. John Wharff sold the guest parking space, he reiterated to another tenant that we would always have the guest space,just as he had told my husband and me a few weeks previous.) Our building incurred flooding in November 2010 (well within the warranty period) after the sump pump failed to operate properly. Some time later, Mr.John Wharffs plumber came out to assess the situation, and his remedy was to do a "workaround" with the existing Flexible tubing leading to the sump pump (i.e., hook the tubing to the adjacent wall approximately three feet up the wall). This did not correct the problem, and when the sump pump failed again, it was necessary for the pump to be replaced. As Mr.John Wharff did not return messages that the condo association left for him, it was necessary for them to replace the sump pump at their own expense. In October 2011, the building again experienced a flood; this time it was much worse than previously. Unit 1 experienced the most damage (please see attached expenses). Yet again, Mr. John Wharff did not return phone messages (after this latest occurrence, the messages had been left by the owners of Unit 1). It was left to the condo association to have the problem corrected (by Rescon Basement Solutions). A couple of the larger units have experienced difficulty with their electric wiring (specifically, 15 watt amperage is too low for the size of the units). For example, we (Unit 1) cannot use our microwave at the same time that we use small electric appliances (i.e.,an electric grill) without it tripping the circuit breaker. Use of a printer causes a "brown-out." Adding a ceiling fan in our study will require our wiring to be upgraded. We (Unit 1) experienced a loud racket behind a wall in our master closet whenever anyone in the unit above us ran their shower (located directly over our master closet). We had to have part of two walls removed and a big hole cut in the ceiling in our master closet in order to locate the problem. Again, the response from Mr.John Wharff: silence. (It turned out that a PVC pipe was banging against a plank of wood that required shortening.) The wrought iron fence around the perimeter of our building's front yard has yet to be installed. f There were instances in which Mr.John Wharffs statements were deceptive (for more information, please contact me.) In order to replace p ce the Eaton Place Condominiums guest parking space that Mr. John Wharff sold (the parking space that was in the common area under the authorization of the condo association), I propose that he be required to buy or lease (for a minimum of 20 years) a parking spot from the Wesley Church or the YMCA (both located across North Street from our building) to replace the guest spot he sold. Mr.John Wharff also erected a shed in the common area without authorization from the condo association. In addition, before the Wharff Brothers obtain approval to start the Federal Street project, or any other project, I recommend that the city require them to post a $25,000 bond to be held in escrow for 1 year after the initial 1-year warranty period, for a total of 2 years after completion of said project, not to be released until they cover all expenses incurred during the warranty period. Currently, the Wharff Brothers dissolve their corporation at the 1-year anniversary date,and all items remaining on the "punch list' are left for unit owners or their condo association to handle. "Waiting out the clock" is not a good business practice. Connie Haine 17 North Street, Unit#1 chaine@hainews.com EXPENSES RELATED TO FLOODING at 17 North Street(Eaton Place Condominiums) EATON PLACE CONDO ASSOCIATION Wright&Son Plumbing- replace sump pump (2011) $ 475.00 Rescon Basement Solutions (12.21.11) 3724.00 Rescon Basement Solutions (6.11.12) 1200.00 Sub total $ 5399.00 HAINE (UNIT 1) WATER DAMAGE EXPENSES Terenzoni Construction $ 900.00 Barrett (Painting) Services 1075.00 Moriarty&Gordon Flooring 1900.00 Kubany Plumbing& Heating 473.97 Sherwin Williams (paint) 96.55 Partial parking expenses (for our car when repairman used our parking space) 30.00 $ 4475.52 Reimbursed by insurance co. 2415.26 Haine (Unit 1) net expenses Sub total $ 2060.26 HAINE (UNIT 1) INSURANCE COMPANY WATER DAMAGE EXPENSES To ServiceMaster by Gilmore Brothers (remove wet drywall & mold) $ 4114.55 To Haine family (Unit 1) 2415.26 Sub total $ 6529.81 Grand total $ 13989.07 I ADDITIONAL EXPENSES EATON PLACE CONDO ASSOCIATION Replace basement hornstrobe and emergency light (6.20.11) 342.25 Condo fee for Unit 6 for November 2010 (John Wharff was responsible for Unit 6 fees until unit sold the following month, December 2010) 180.00 Total $ 522.25 HAINE (UNIT 1) Plumber (locate and repair source of loud noise in pipe in master closet) 400.00 Total $ 400.00 i PHOTOS RELATED TO FLOODING 17 NORTH STREET, UNIT 1, OCTOBER 2011 #1 Standing water In common basement hallway looking into sump pump room (light bulb is a reflection of the ceiling light fixture) #2 Media room showing lower portion of wall removed due to water damage and mold (wet carpet had been removed--carpet and pad wet another 6 feet beyond what the photo shows was removed) #3 Alcove off our media room showing lower portion of wall and all carpet in that area removed (machine and commercial fan supplied by ServiceMaster) #4 Our lower-level bathroom with vanity, toilet and lower portion of wall removed #5 Boxes from our media room (that had not been unpacked yet) showing water damage #6 Hazmat team of men had to remove the mold from our lower-level media room and bathroom #7 Master closet showing portion of wall and ceiling removed to locate loud racket when shower in unit above in use #8 Master closet showing removal of section of adjacent wall. #9 State of our living room after items removed from flooded media room Connie Haine 17North Street Unit 1 chaine@hainews.com �... x �M_ e Y�{ 3�b jl�+' �m� Y .; -F � � � yv� Pm i�� c���1V y � � � M yF'3 s�^y1{� ,{tl`Y9 x �� Ay r rc � ���3F� ��� 3r � � � �k � C�k S � � SL�� + � h 3 '��eW �'4t�,�rz�4#F ^:s :'�. 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S /' > f r, e • +i£ � A Or t - _. s- - all filo-_ fi no A eMYMrr., v: ME �T �S Y-r x"jt ry yit *r"N C ie. r n At l`'" } e Y 7{�p 4�'n •#�,.pa°rY£� 4 k >{ 5yu `i��'" ��� -= i9 s � 1 Y 'r '*4u4 f � ? � « % � �> < . . . . \ � \+ . . ..w . . . . . . . . . . . . . . . . . . . . � � ` -�� r Y s s s. ffr y �9� H 'h L P^ C' + •1 i 'Xy y� 6 �y iA �ry 4 N { OM 72, n ry:9 f rfi d" ^� � � `� �'` �" ?. 9 • ter, i ! r Ata • X 7Page 1 of 2 Danielle McKnight From: Giovanna Zabaleta Sent: Wednesday, August 29, 2012 10:59 AM To: Danielle McKnight Cc: David Knowlton Subject: RE: 162 Federal St. revisions Good morning Danielle, All the revision/cornments are acceptable. For Comment#2 it is r:et necessary t.:> requ=_st a do t ;i for z? e details,the contractor should be. responsible t,completa this mork. For corywnent#6 let's make into a condition in the plannitrg board decision, as ycu said it- need to do the work to get all the information prior to issuance of a buddinkg oerrnit. Everything else looks good. Thanks, ----- ------------------- Oov aaaa a C. f-itralcto Junior Engineer Cm; of Salem UrJirocring Depattm nt IN W''a,�hiataton Stroct. dr" t loor Salem- '41a scrchiusetis 014,0 P: 9?3-614-;0 I C` 478-59(-816=1 �zabalei.r'i7; airm.eixn From: Danielle McKnight Sent: Wednesday, August 29, 2012 9:10 AM To: Giovanna Zabaleta Subject: 162 Federal St. revisions Hi Giovanna, When you have a minute, I'd like to check in about the revisions submitted for 162 Federal St. In particular, I was wondering if their comment#2 was acceptable, about the note on the plans indicating the contractor is to grade the driveway so as to direct water to the spillway. Do they need to actually give us the detail for that? Also, for comment 6, they added notation to the plan indicating the developer is to "coordinate information"with engineering regarding the existing water and sewer connections...that could be made into a condition in the planning board decision, but I think it should be stronger, indicating that they need to do the work to get the information prior to issuance of a building permit. What do you think? Thanks, 8/31/2012 �. Page 2 of 2 Danielle McKnight Staff Planner Department of Planning and Community Development 120 Washington Street, Third Floor Salem, MA 01970 (978) 619-5685 dmcknight(&salem.com 8/31/2012 Page 1 of 2 Danielle McKnight From: EGriffin Sent: Thursday, July 12, 2012 5:01 PM To: Danielle McKnight Subject: RE: 162 Federal St. I don't see one but I will look around.....I know the building soli am sure that, because the lot is so small. there won't be much if any change to the footprint.....when the building/floor plan is ready I will be interested in seeing the layout. Thanks E -----Original Message----- From: Danielle McKnight Sent: Thursday, July 12, 2012 4:38 PM To: EGriffin Subject: RE: 162 Federal St. No problem! Did you get the site plan I sent with the application? From: EGriffin Sent: Thu 7/12/2012 3:53 PM To: Danielle McKnight Subject: RE: 162 Federal St. Hi Danielle I have the 162 Federal App....I don't have any input on it but will when the plans are submitted. Thanks for your patience' Erin -----Original Message----- From: Danielle McKnight Sent: Wednesday, July 11, 2012 3:52 PM To: EGriffin Subject: RE: 162 Federal St. Sure, no problem—let me know if you want me to scan and email it. Danielle McKnight Staff Planner Department of Planning and Community Development 120 Washington Street, Third Floor Salem, MA 01970 (978) 619-5685 d mcknight6a�salem.com From: EGriffin Sent: Wednesday, July 11, 2012 3:47 PM To: Danielle McKnight Subject: RE: 162 Federal St. Humm.....March is a long time ago....let me look that up and get back to you Thanks -----Original Message----- 8/15/2012 Page 2 of 2 From: Danielle McKnight Sent: Wednesday, July 11, 2012 12:07 PM To: EGriffin Subject: 162 Federal St. Hi Lt. Griffin, Did you have any comments for the Planning Board on the 162 Federal St. application —that was the eight-unit project (conversion of the old convent building)? It was routed back in March, but the Board hasn't opened it yet. Thanks, Danielle McKnight Staff Planner Department of Planning and Community Development 120 Washington Street, Third Floor Salem, MA 01970 (978) 619-5685 dmcknight(a�salem.com 8/15/2012 Page 1 of 2 Danielle McKnight From: Danielle McKnight Sent: Wednesday, July 18, 2012 3:24 PM To: 'smgrover@tintilaw.com' Subject: FW: 18 Felt St. and 162 Federal St. Hi Scott, I can't find my original email, but here are the comments from Engineering... Danielle McKnight Staff Planner Department of Planning and Community Development 120 Washington Street, Third Floor Salem, MA 01970 (978) 619-5685 dmcknight salem.com From: Giovanna Zabaleta Sent: Thursday, May 10, 2012 2:41 PM To: Danielle McKnight Cc: David Knowlton Subject: RE: 18 Felt St. and 162 Federal St. Hello Danielle, There are no comments regarding 18 Felt 5t. The.following are the comments for the 162 Federal St, site review: 1. The environmental impact sCaternent in different sections refers to a Stormwater Managemeet lsepsrt which was not attached to this application. Please provide for review. 2. Details of The driveway exit connectivity to the proposed spillway need to i— provided, t w!; show, that all driveway run off enters the spillway and infiltration system. 3. Proposed drain basin should not have a catch basin frame and cover; it should lie a manhole only. 4. Provide more detail on (PSIS-1, 1e) elevation differences between invert in and ,invert out to promote recharge. 5. HDPE pipe NOT allow for public right of way installations, acid transition structure `M HDPE m riCP 6. The applicant is not providing any information regarding existing or proposed water and sewer connections to the city's system other than the approximate Ideation-Size,age and type. ori tnr= connection should be Shown to determine + hetf,er a new cc,"nection is n4 i„ri w no C,o❑ lectio;l5 shall be cleaned and televised to ensure that not service replacemcrrt i5 needed. 7. Dimensions of the building and parking area for the existing and proposed c r rliti rs are �wt s�r Leel in the plans. Thanks, �iovari�,3 �. From: Danielle McKnight Sent: Thursday, May 10, 2012 11:06 AM To: David Knowlton; Giovanna Zabaleta 7/20/2012 - Page 2 of 2 Subject: 18 Felt St. and 162 Federal St. Hi David and Giovanna, Does Engineering have any comments for the Planning Board for their review of 18 Felt St. (a Waiver of Frontage) or 162 Federal St. (site plan review, Wetlands/Flood Hazard District Special Permit)? Thanks, Danielle McKnight Staff Planner Department of Planning and Community Development 120 Washington Street, Third Floor Salem, MA 01970 (978) 619-5685 dmcknighh>t salem.com 7/20/2012 CC++ �,�.Ir� Y OF �3ALENJ PLANNING BOARD t� �s yr"ti REQUEST FOR REVIEW COMMENTS DATE: 3/15/2012 TO: (BUILDING COMMISSIONER ( ) CONSERVATION COMM ( ) CITY ENGINEER ( ) FIRE PREVENTION O BOARD OF HEALTH Attached please find the application referenced below. The Planning Board requests that you review this application relative to the Zoning Ordinance and/or to the Subdivision Regulations and MGL Chapter 41. We would appreciate your completing the form below and returning it to Danielle McKnight, 978-619-5683, dmcknightasalem.com. ( ) Preliminary Subdivision Plan O Definitive Subdivision Plan O Waiver from Frontage O Drive-Through Special Permit O Cluster Development ( ) Planned Unit Development (x) Site Plan Review ( ) Business Park Development District O Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit (x) Wetlands & Flood Hazard District Special Permit APPLICANT: WILLIAM WHARFF PROJECT NAME & ADDRESS: 162 FEDERAL ST. CONTACT PERSON: Arty Scott Grover, (978) 745-8065 ext.3 COMMENTS DUE: Requested by 4/5/12 for hearing that night, but required 4/19/12 (failure to comment within 35 days shall be deemed lack of opposition) QXCONCUR WITH PROPOSAL (Explain on reverse side) ✓O NEED MORE INFORMATION(Explain on reverse side) O CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) COMMENTS INCLUDED Reviewer's Signa[ure Tide Dat °(' ` r CITY OF SALEM PLANNING BOARD REQUEST FOR REVIEW COMMENTS DATE: 3/15/2012 TO: ( ) BUILDING COMMISSIONER (4/ONSERVATIONCOMM ( ) CITY ENGINEER ( ) FIRE PREVENTION ( ) BOARD OF HEALTH Attached please find the application referenced below. The Planning Board requests that you review this application relative to the Zoning Ordinance and/or to the Subdivision Regulations and MGL Chapter 41. We would appreciate your completing the form below and returning it to Danielle McKnight, 978-619-5683, dmckni;h a salem.com. O Preliminary Subdivision Plan O Definitive Subdivision Plan ( ) Waiver from Frontage ( ) Drive-Through Special Permit O Cluster Development ( ) Planned Unit Development (x) Site Plan Review ( ) Business Park Development District O Wireless Communication Facilities Special Permit O North River Canal Corridor Mixed Use District Special Permit (x) Wetlands & Flood Hazard District Special Permit APPLICANT: WILLIAM WHARFF PROJECT NAME & ADDRESS: 162 FEDERAL ST. CONTACT PERSON: Arty Scott Grover, (978) 745-8065 ext.3 COMMENTS DUE: Requested by 4/5/12 for hearing that night, but required 4/19/12 (failure to comment within 35 days shall be deemed lack of opposition) O CONCUR WITH PROPOSAL (Explain on reverse side) O NEED MORE INFORMATION(Explain on reverse side) O CANNOT CONCUR WITH PROPOSAL (Explain on reverse side) (COMMENTS INCLUDED i Reviewer's Signalure Title Date �t. =? 'rJN;Jla ...._J..1.. __ .ti::nl. .3,,, I'S .1. .at ' �. �II��� r.gi s✓�.--1���� o. h11ob'Ic.¢.1 0� int�v.� 1�v �'�. CLe�r$�lua-El�o.. r�A i S� or �'-or �r7)J�-G`� F I%E..a.rl I.S Sc �A�CA 05/17/12 14:27 FAX 978 745 3369 TINTI QUINN GROWER FREY- Z002 TINTI, QUINN, GROVER & FREY, P.C. 27 CONGRESS STREET,SUITE 414 SALEM,MASSACHUSETTS 01970 W1 LLUI M,J.TINTI WILLIAM A.ARMFF(1965. 1995) 1i11j(%1dnd1aw,com TELEPHONE MARCIA MULFORD C1NI WILLLAM F-QUINN (978)745-8065 • (978)7442948 OF COUNSEL WilliamFQuinna^aol.cout JOHN D-KEENAN TGLECOF18R SCOTT M.GROVEB. (978)745,3.169 or COUNSEL emgrove.4%)dnoanw.<om wwW.cindlaw.rom MARC P.FREY mpfrcY�dncilew.com JONATHAN M.OFI LOS jofilorr5undlaw,com May 17, 2012 Ms. Danielle McKnight City of Salem Planning Department 120 Washington Street Salem, Massachusetts 01970 In re: 162 Federal Street, Salem, MA Site Plan Review—Wetlands Special Permit William Wharff-Applicant Dear Danielle: I am writing to request that the applications for the above referenced permits be continued until the meeting of the Planning Board on June 21, 2012. Thank you for your assistance. Very truly yours, m- A, Scott M.Grover SMG/dlg Enclosures -M2t-1 P427 W,'978 745 3389 TINTI OIiINN GROVER FREY- 10001 TINTl , QUINN , GROVER & FREY , P , C . FACSIMILE TRANSMITTAL SIdEET To: FROM: - :. Dani Ile McKnight Scott M.Grover,Esquire: .. - COMPANY`. nAl'E: City of Salem Planning Depam 5/17/2012 FAX NUM34EIC TOTAL NO.OF PAGES INCLUDING(:nv1511 978-740-0404 2 PNON E N UNSER: SEN)ER'S RRFIZMN CE NUMBER: Rn: YouR 1tEFERENCE NUMBnR: 162 Federal Street Salctu,MA URGF.NI' lwox IWVIEW PLEASE COMMENT PLEASE REPLY PLEASE ACCYCLF No'Iti5/COMMENTS: Danielle: As attached. Scott This tflecopy is attomey-client.privileged and contains confidential information intended only for the person(s)named above. Any other distribution,copying or disclosure is strictly prohibited. If you have received this telecopy in error,please notify us immediately by telephone,and return the original transmission mus by mail without making a copy. 37 CONGRESS STREET, SUITE 414 SALEM, MASSACIIUSP.TTS 01970 _ 'I'151.I5Fn0Nld (976) 745-5065,- TL'LCPAX (978) 745-3369 W WW.TINTILAW.COM Danielle McKnight From: Debbie DeLorenzo-Geary [ddelorenzo@tintilaw.comj on behalf of smgrover@tintilaw.com Sent: Thursday, April 12, 2012 4:01 PM To: Danielle McKnight Cc: smgrover@tintilaw.com Subject: 62 Federal Street, Salem, MA Danielle: To follow up our telephone conversation regarding the above captioned property, I am requesting that the Hearing on the application for Site Plan Review/Flood Plan Wetland Special Permit be continued until the Planning Board meeting on May 17, 2012 . Thank you. Scott Scott M. Grover, Esquire Tinti, Quinn, Grover & Frey, P.C. 27 Congress Street, Suite 919 Salem, MA 01970 978-795-8065 x. 106 (office) 978-795-3369 (fax) smgrover@tintilaw.com APR 13 2012 OEPT of PL41VNIPIG a 1 Danielle McKnight From: Debbie DeLorenzo-Geary [ddelorenzo@tintilaw.com] on behalf of smgrover@tintilaw.com Sent: Thursday, April 12, 2012 4:01 PM To: Danielle McKnight Cc: smgrover@tintilaw.com Subject: 62 Federal Street, Salem, MA Danielle: To follow up our telephone conversation regarding the above captioned property, I am requesting that the Hearing on the application for Site Plan Review/Flood Plan Wetland Special Permit be continued until the Planning Board meeting on May 17, 2012. Thank you. Scott Scott M. Grover, Esquire Tinti, Quinn, Grover & Frey, P.C. 27 Congress Street, Suite 919 Salem, MA 01970 978-795;8065 x. 106 (office) 978-795-3369 (fax) smgrover@tintilaw.com 1 Danielle McKnight From: Debbie DeLorenzo-Geary [ddelorenzo@tintilaw.com] on behalf of smgrover@tintilaw.com Sent: Tuesday, April 24, 2012 9:25 AM To: Danielle McKnight Cc: smgrover@tintilaw.com Subject: 162 Federal street Danielle - To followu our conversation this email is to confirm the request of the applicant P 4 PP to waive the statutory requirment to open the public hearing on the applications for the wetlands/Site Plan review special permit for the property at 162 Federal Street within 65 days. Scott CI) < c C-*) ti rnra rrn R� a cnN yrn C r_* rn 3 t1y a w � O i MERIDIAN ASSOCIATES VIA: U.S. MAIL August 20, 2012 Salem Planning Board Department of Planning and Community Development 120 Washington Street, Third Floor Salem, Massachusetts 01970 Re: 18 Felt Street (Waiver of Frontage) 162 Federal Street (Site Plan Review, Wetlands/Flood Hazard District Special Permit) Salem, Massachusetts Dear Members of the Board: We are in receipt of site review comments from Danielle McKnight, the Department of Planning and Community Development dated July 17, 2012, in regards to the project referenced above. Meridian Associates, Inc. offers the following responses to the comments: 1. Comment: The environmental impact statement in different sections refers to a Stormwater Management Report which was not attached to this application. Please provide for review. Response: A copy of the Stormwater Management Report was previously provided. 2. Comment: Details of the driveway exit connectivity to the proposed spillway need to be provided, which show that all driveway run off enters the spillway and infiltration system. Response: A note has been added to the plans to direct the contractor to grade the driveway to direct stormwater to the proposed spillway. 3. Comment: Proposed drain basin should not have a catch basin frame and cover; it should be a manhole only. Response: Notation has been added to the plan to clary that the proposed cover for the drain basin within the driveway will be a solid cover. 4. Comment: Provide more detail on (PSIS-1, le) elevation differences between invert in and invert out to promote recharge. Response: Notation has been added to the PSIS-1 detail to clarify the invert in and invert out elevations. 500 Cummings Center,Suite 5950 Beverly,Massachusetts 01915 P:(978)299-0447 F:(978)299-0567 www.meridianassoc.com f 5. Comment: HDPE pipe NOT allow for public right of way installations, add transition structure for HDPE to RCP. Response: The proposed pipe out from the proposed drain basin has been changed from HDPE to RCP on the plan. 6. The applicant is not providing any information regarding existing or proposed water and sewer connections to the city's system other than the approximate location. Size, age and type of the connection should be shown to determine whether a new connection is needed or not. Connections shall be cleaned and televised to ensure that not service replacement is needed Response: Notation has been added to the plan directing the applicant to coordinate information regarding the existing water and sewer connections with the City of Salem Engineering Department. 7. Comment: Dimensions of the building and parking area for the existing and proposed conditions are not specified in the plans. Response: Dimensions of the building and parking areas have been added to the plans. Please contact us if you have any questions. Sincerely, MERIDIAN ASSOCIATES, INC. Ls E. Wear, III, PE, LEED AP Vice President for Civil Engineering Services F:\—\5408\WORD\Ietters\planningl2O820.doc MERIDIAN ASSOCIATES F?� , At 22 ; .Z �1 m"'Y litYtLQPWNT LETTER OF TRANSMITTAL TO: Salem Planning Board DATE: August 20, 2012 Attn.: Danielle McKnight JOB NO: 5408 Dept. of Planning and Community Dev. RE: 162 Federal Street 120 Washington Street, Third Floor Salem, Massachusetts Salem, Massachusetts 01970 VIA: U.S. MAIL We are sending you the following items: Copies Date Description 1 8/20/12 Response Letter 3 Sets 1/25/12 Site Development Plans, Revised 7/26/12 (Prints) 8 Sets 1/25/12 Site Development Plans, Revised 7/26/12 (11"x17") Remarks: Copy To: Signed: Fi• We", III (eem) If enclosures are not as noted, kindly notify us at once. MERIDIAN: AVYMIAIVS prints with EDGOfC311$; 500 Cummings Center,Suite 5950 Beverly,Massachusetts 01915 P:(978)299-0447 F:(978)299-0567 www.meridianassoc.com 15olOZ -R�Awald- s� Decision �� tPl�iv1 i m ,2 CITY OF SALEM PLANNING BOARD All SEP 25 P 2. 41 CITY CLE/t2LSAEM.MASS. Site Plan Review and Flood Hazard District Special Permit Decision September 25, 2012 William Wharff 30 Federal Street Salem, MA 01970 RE: Site Plan Review and Flood Hazard District Special Permit— 162 Federal Street and a portion of 150 Federal Street On Thursday, July 19, 2012, the Planning Board of the City of Salem opened a Public Hearing regarding the application of William Wharff for a Special Permit pursuant to Section 9.5, Site Plan Review, and Section 8.1, Flood Hazard Overlay District, of the Salem Zoning Ordinance, for an eight-unit residential development located at 162 Federal Street (Map 26, Lot 96) and a portion of 150 Federal Street (Map 26, Lot 2). The project includes the renovation of the existing structure on 162 Federal Street (a former convent building) into eight residential units, and associated parking. The Planning Board hereby makes the following findings pertaining to the Flood Hazard District Special Permit Application: 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. The property is located in the Residential Two- Family Zoning District. The structure was previously a legally nonconforming office building, and the applicant received a Special Permit from the Zoning Board of Appeals on September 28, 2009 to change this nonconforming use to another, less detrimental, nonconforming use (nine residential units). The Zoning Board of Appeals also issued a Special Permit on September 28, 2009 to extend the nonconforming side yard, as well as a Variance from lot area per dwelling unit. The number of units was subsequently reduced to eight. 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 ♦TEL: 978.745.9595 FAx: 978.740.0404 • WWW.SALEM.COM 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. 3. Utilities, including gas, electricity, fuel, water and sewage disposal, will be located and constructed so as to protect against breaking, leaking, shortcircuiting, grounding or igniting or any other damage due to flooding. The Public Hearing was closed on September 11, 2012. At a regularly scheduled meeting of the Planning Board held on September 20, 2012, the Board voted by a vote of seven (7) in favor (Chuck Puleo, Tim Kavanagh, John Moustakis, Tim Ready, Randy Clarke, Lewis Beilman, and Helen Sides) in favor and none (0) opposed, to approve the application as complying with the requirements of the Flood Hazard Overlay District, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plan entitled, "Site Development Plans for 162 Federal Street Located in Salem, Massachusetts," prepared by Meridian Associates, dated January 25, 2012 and last revised September 12, 2012. 2. Transfer of Ownership Within five (5) days of transfer of ownership of the site, the Owner shall notify the Board in writing of the new owner's name and address. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 3. Amendments Any waiver of conditions contained within shall require the approval of the Planning Board. 4. Construction Practices All construction shall be carried out in accordance with the following conditions: a. All provisions in the City of Salem's Code of Ordinance, Chapter 22, Noise Control, shall be strictly adhered to. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting 2 shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. f. All construction vehicles left overnight at the site, must be located completely on the site. 5. Office of the City Engineer All work shall comply with the requirements of the City Engineer. This includes, but is not limited to, the following: a. The applicant is to field-verify the size, age and type of the connection to the city water and sewer systems to determine whether a new connection is needed. Connections shall be cleaned and televised to ensure that no service replacement is needed, prior to issuance of a building permit. Applicant is responsible for installation of a new connection, if needed. This work is to be coordinated with the Engineering Department. 6. Board of Health and Health Department All work shall comply with the requirements of the Salem Board of Health and Health Department. 7. Fire Department All work shall comply with the requirements of the Salem Fire Department. 8. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation Commission. 9. Building Commissioner All work shall comply with the requirements of the Salem Building Commissioner. 10. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 11. Department of Public Services The Applicant shall comply with all requirements of the Department of Public Services. 3 i 12. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the applicant. "Refuse removal" includes recycling, which shall be the responsibility of the owner, his successors or assigns. The owner shall provide adequate facilities to ensure all users are able to recycle their trash. Owner is to enter into a contract with a company of the owner's choice to arrange pick-up of recyclable material. A copy of this contract is to be submitted to the City Engineer. b. Winter snow in excess of snow storage areas on the site shall be removed off- site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors, or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- (2) year period. 13. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a Building Permit. c. After installation, lighting shall be reviewed and approved by the City Planner, prior to the issuance of a Certificate of Occupancy. 14. HVAC If an HVAC unit is located on the roof, it shall be visually screened prior to the issuance of a Certificate of Occupancy. The method for screening the unit, including colors and materials, shall be submitted to the City Planner for review and approval prior to installation. 15. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Maintenance of all landscaping on the.site shall be the responsibility of the Applicant. The Applicant, his successors or assigns, shall guarantee all trees and shrubs for a two (2) year period, from issuance of the Certificate of Occupancy and completion of planting. c. Any street trees removed as a result of construction shall be replaced. The location of any replacement trees shall be approved by the City Planner prior to replanting. d. Final completed landscaping, done in accordance with the approved set of plans, shall be subject to approval by the City Planner prior, for consistency with such plans, to the issuance of a Certificate of Occupancy. 4 I 16. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 17. Condominium Documents The applicant is to submit a copy of the condominium documents (or at least that portion pertaining to the allocation of parking spaces) to the Department of Planning and Community Development after the documents are recorded. 18. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. Charles M. Puleo Chair 5 | � / ua» / of 2 � Danielle McKnight From: GiuvannoZaha|eta Sent Wednesday, August 29. 2O1210:59AM To: Danielle McKnight � Cc: David Knowlton Subject: RE: 102Federal St. revisions Good morning Danielle, All the revision /com-inents are acceptable, For Cornnicrit 42 it is not neces�ary W reut-lesl a fo, U details,the oontracto' shuo|dberesponsible iocnnop|e-zefl-is m/urk� For cnrnment#6let's ooakeinto acnndiUnnit, the planning. board decision, asynusaid it, ind/r�Un� �, v / �' need tVdothe work toDcta|) heinto/n)atioophortoiSsumnceofahuiNin,- perrn)t [verythinJeke |onksgood. Thanks, ------'-------'---'----------'- G,iovommuC. Zub*|utm ,Juo�orf-rigiw*w, OcynfSalem LoQbnccrinDDepartment 120YYushio&1uoStccL4u Buo, Sx|oru, b1u�xuch000t|o8|978 P: A78-6l4'%7| C: 978-�V6'8|64 P� 978'�4�'U�4V - From: Danielle McKnight Sent: Wednesday, August Z9/ 201Z9:10AM To: GinvannaZaba|eta Subject: 16lFederal St. revisions Hi Giovanna, When you have a minute, I'd like to check in about the revisions submitted for 162 Federal St In particular, | was wondering iftheir comment#2was acceptable, about the note nnthe plans indicating the contractor is to grade the driveway so as to direct water to the spillway. Do they need to actually give us the detail for that? A|ao. fo/oomnoant8. iheyaddednuiatiuntuthep|anindicadng (hedevo|operioto "cuo/dihate information"with engineering regarding the existing water and sewer connections...that could hemade into a condition in the planning board decision, but I think it should be stronger, indicating that they need tndothe work toget the information prior toissuance ofabuilding permit. What doyou think? ti Face 2 of 2 Danielle McKnight Staff Planner Department of Planning and Community Development 120 Washington Street, Third Floor Salem, MA 01970 (978)619-5685 dmcknight(a�salem.com 8/29/2012 `� A a y( ' 9 -fill hi �� 1 r , ,._-�'S_. � ,' y: f ' go � . A �� �� i--, I � � � � rIl� . . •� -- 'i�_ �I�I �il � L � iia}n � c^,�...�-",��s,-.�-�-i- ��'x: 1 " 1 ry mo-..\ �-#gi��,�.��g�y�^j�'t'a.- ���.� 1 �a'�7`� \r � I' `�•' `"i �{' k7 � \ :,`� � Wt�,_����X \. f t, ,a 4� `FA "k rF• '- ILL � r' ! r 4 �i+,' <`f,A6`��iy�'��?'\�{`,,• T ,�L K� /� �� lbw,\• �i�uS�I ♦1 �--� .�/- _ .. \ � -i^ ' at. ^f"'�; e q�liF ` r /t_ .� ,eU f r ,k�-'� 4�iJhkr'r � - `\\fir �xj7, � \F� + ic• F � (� 'AR Al I � L�{ SFi^,14�'l�ec2'�[�'�'�ii�..`�_`,�'°9 Rl"TIFIR MW MIN +.s �.v� p., • E �'� • 4l1 t,� � � '• 4 r j 1 ! t i. I � 1 1 I - / .. �1'-- P �✓.i7; _ � — y ��4�'i\�s� It Lis. - - 1 �� `./ >' t : l �I#��.� �s ��.c'r '1m'�?Y'y� yt' �� r* � dL ��.�•... - 1 i_s� 4 Ax <ftpy�,, AM Ml� NMI I T _ II SITE. . VEL opffE FOR L 0CATED ly ' ,�S14LEf, ff14S�S14 cffusETT,�S' D-4TT- JANUARY 25 2012 , - REVISED. DULY ,26, 2012 VISED.MAR • 12, ,2.012 APPLICANT.• TYILLIAfI yYIHARF 30 FEDERAL S'TREL'T R / z / ORTN -� z 41LL' , CLI4 , 01970 N S GE MAP 26 LOT 2 o� ROMAN CATHOLIC ARCHBISHOP OF BOSTON 150 FEDERAL ST. r PROPOSED / 20� PARCEL. /► / . /00� `�1 2 FEDERA FSTREET T� \I MAP 25 LOT 74 �/ ocus SALEM SWAN REALTY LLC. �/` 01 401 BRIDGE.ST. ` L MST ` RECOR-D OTYNLRS: MAP 25 LOT 73 HEALTH ANIS 'j9UC4T10Y V ,SL'RVICE INC J. DAVID McLEAN ' TRUSTEE OF THE 16',2 FETER�'L ,�S'TtRL'L'T - J.DA WD McLEAN ,. REVOCABLE TRUST w - _ 164 FEDERAL ST. _ .. - _ _ _ - .,SALEff AIA 01970 - o PREPME.0 BY: o� MERIDIAN Q� A S S 0 C I A T E S 4 le, OS 500 CUMMINGS CENTER SUITE 5950 69 MILK STREET,SUITE 302 TQ� BEVERLY,MASSACHUSETTS 01915 WESTBOROUGH,MASSACHUSETTS 01581 ST TELEPHONE: (978) 299-0447 TELEPHONE:(508)871-7030 W W W.MERIDIANASSOC.COM 'I IRA TYING IN.OEX.• �SIIL'L'T > CO YAR ,SIIL'L'T LOCHSCONT? X77 ffAP SAL'L'Y 2 RECORR CONDITIONS/DENOLI710 PLAN SCALE.• 1"--200' - SHE'E'T 3 ,SITE' PLAN SHE'E'T 4 LAAWS'CAPE PLAN • SHE'E'T 5 DETAILS VA 4 Y = s 18 `. PLAty ^ a• �,l -i1 APPROVt' a0 ED-SJT _ F� LAN —jv S DWG. No. 5408—COVER Copyright c by Meridian Associates,Inc.All rights resaved. I A[ U DRAIN MANHOLE R=8.58 NORTH RIVER CATCH BASIN LIMIT OF RIVER BANK. NOTES: INV. A=3.5' - - R=7.50 O , : INV B=3.5' \ INV.=2.4. 0 1. THE PURPOSE OF THESE PLANS IS TO ACCOMPANY AN APPLICATION FOR A NOTICE OF DRAIN M (HOL ---� L INTENT TO BE FILED WITH THE CITY OF SALEM CONSERVA TION COMMISSION AND A PLANNED R=7.89 INV A CONCRETE SIDEWALK UNIT DEVELOPMENT SPECIAL PERMIT TO BE FILED WITH THE CITY OF SALEM PLANNING A=3.6' INV. \- D 12�ORq� BOARD. - S30» D B=2.J' INV. �'�� 0 CATCH BASIN S _ E S �. R=7.47 2. THE TOPOGRAPHY, SDETAIL IL & SURFACE IMPROVEMENTS AND RECORD UTILITY EWER CUL V C=2.3' S ERT O D AIN MANHOLE INV=3.4' �,g-`" INFORMATION DEPICTED HEREON WERE OBTAINED FROM A PLAN ENTITLED :"PLAN OF LAND -p S clq ��` R=7.70 /NV. 162 FEDERAL STREET" PROVIDED BY BY NORTH SHORE SURVEY CORPORATION OF SALEM, DRAIN MANHOLE S S ; �.� A=2.3' INV. o MA DATED DECEMBER 27, 2011. RR 8168 INV. 1 .DG�/,� �- -'"���$Z=1� S �j C=1.7' J. THE LOCUS PROPERTY-DEPICTED IS LOCATED IN RESIDENTIAL TWO FAMILY(R2). • � T _ G B=4.6' D 12,Dfi'A/tV DRAIN MANHOLE S.. Q G G D pR=8:51 INV. S S 4. THE LOCUS PROPERTY IS. DEPICTED AS LOT 96 'ON. CITY SOF SALEM ASSESSOR'S, MAP 26. O -- A=4.4' INV. 5 30„ L UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED CATCH BASING S WISE SEWER 5. THE LOCATION OF AL H S D ANO R=E.73 G B=4.3 S CULVERT R=8.4, G BENCHMARK TOP SPINDLE UPON A PLAN EN777LED "EX/STING CONDITIONS PLAN" PROVIDED BY BY DONOHOE AND INV. `�boHw HYDRANT ELEVATION = 11.69 S 3D PARKHURST, INC OF TOPSFIELD, MA DATED NOVEMBER 14, 2011. THE CONTRACTOR, PRIOR "W/DE TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THEE LOCATION OF ALL U77LITIES AND, GRANITE CURB-TBR S SE _ L VERT CONTACT DIG SAFE AT 1-888-344-7233. tiro _ G G -- G G--------------------------------A/N MANHOLE DRAIN MANHOLE COIVCREH$u/ __-- R=9.32' . R=19.99 6. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRUT7EN EASEMENTS .WHICH MAY Now --J o SU1MP=4.1' EXIST. CUL =1 1' . B/T Com---o VERT HW ONC. S/DEW,gL Hw D z m ., GUY CATCH"BASIN R=8.34' a !NV ? (COULD . LIMIT OF BORDERING NOT OPEN) LAND SUBJECT TO ,...,..•••=;`_: _FEMA_FLOOD ZONA FLOODING ONE FOOT CONTOUR 100' BUFFER.ZONE' --10-- . FIVE FOOT CONTOUR _ TO BANK _ QD DRAIN MANHOLE // EXlST7NG PAVEMENT - --- TO BE REMOVED.. 14 :r / - QS SEWER MANHOLE / ® CATCH BASIN � -O- UTILITY POLE o ./� �/ SAW CUT EXISTING PAVEMENT FIRE HYDRANT r SOIL LOGS: _ r ® WATER GATE , DATE. DECEMBER 21, 2011 ® WATER SERVICE. ' __ -- CONDUCTED BY- PETER POM4MERSHEIM (SE3046) OF MERIDIAN ASSOCIATES '�_ . . ® A TE 2' _ -- + 14.9 PO GRADE ` GAS �1 TEST. PIT TP 01 S • rn ELEV..=18.1f _ : / H. -15.1f E S H G EV. ® STEEL BOLLARD .. \ ----- - - DIIR) , 0"-2" PAVEMENT © ELECTRIC MANHOLE �i 4�`_, " 6' I ------ 2"-12" GRAVEL PACK UTILITY POLE W/LIGHTT `y�Z 4" =X -}G I �r 12"-22" ASH AND DEBRIS LIGHT Yx_(8)_x - _ 22"-36" Ab-DISTURBED MISC. MANHOLE j�� 36"-75" LAYER C. SANDY/ LOAM RR 77E WALL X� » Q TELEPHONE MANHOLE MAP 25 LOT 74 (TBR) 1F_ REDOX ® 42» SALEM SWAN REALTY LLC. 401 :20* W --`- ESHGW ® 64 -� SIGN BRIDGE ST. X I> ���.- _ EOP ',EDGE. OF PAVEMENT Al TEST PIT 7P 02 _ / \ �I��i ELEV.=I Z Of =0 0-0 - CHAIN LINK,FENCE E. H.G.W. EL =1 . SH W EV. 38f - J� _moi X ip =❑ ❑ ❑- STOCKADE FENCE / - --f _ Lu 0"-80" . FILL GRANITE CURB - 10 15-�' 80"-90" ASH AND DEBRIS / + 1w -� , ( ) 0HW OVERHEAD WIRES LIMIT OF 200' 90'-96 A6-FINE SANDY LOASM DISTURBED RI VERFR N AREA ts- 82.15' --' /; 96"-110" 'B HORIZON FINE SANDY LOAM EXISTING TREE A 110"-129" LAYER C. SANDW LOAM SA(N CUT REDOX ® 110" EXISTING TREE TO BE REMOVED 1z- \ -' EXISTING PAVEMENT ESHGW ® 110" FENCE POST (TBR) .- CONC CONCRETE EXISTING PA VEMENT FEF FINISH FIRST FLOOR RT7E Will TO BE REMOVED --•17 GE SLAB R 77E WALL �� ���t�. 7.0' WIDE FGS FINISH GARA LAB PASSAGE WAY THRESH THRESHOLD t (TBR) MAP 26 LOT,96 1 < ( FOR PEDESTRIAN USE. RECORD OWNER: GC GRANITE CURB 118. LOT AREA=15,000 �t`'S� -�- ---1&------- -- /--- HEALTH AND EDUCA77ONAL SERVICES, INC BIT. CONC BITUMINOUS CONCRE TE X I TRUSTEE- BARBARA WHITE l INVERT c, l I 162 FEDERAL STREET t CLF . CHAIN LINK FENCE SALEM, MASSACHUSETTS 01.970 Q- \ T�-G12 J - g---------- TBR TO BE REMOVED -a _ ° /(�\ ( APPLICANT.• D EXISTING STORM DRAIN J X -------- WILLIAM WHARF S EXISTING SANITARY SEWER �_---r2 TBR - 30 FEDERAL STREET G EXISTING GAS MAIN (COMPILED FROM RECORD DATA) WALK (T6' SALEM, MASSACHUSETTS 01970 CONCRETE 7BIR W EXISTING WATER LINE (COMPILED FROM RECORD DATA) 23- 3---- ? E NE (COM ATA) EXISTING ELECTRIC Ll PILED FROM RECORD D CHH EXISTING ELECTRIC HAND HOLE (COMPILED FROM RECORD DATA) 20.2 T EXISTING TELEPHONE LINE (COMPILED FROM. RECORD DATA) i 2 - 6-- -S 5 --- •MAP 26 LOT 2 TERMINUS UNKNOWN ROMAN CATHOLIC ARCHBISHOP - OF BOSTON STING PAV ENT TO REMOVED DECK � 150 FEDERAL ST. EXISTING EM BE o Q ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD cr o' 10, INFORMATION RECOVERED THROUGH RESEARCH WITHOUT r-rp s' SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION. 35.5 777 MAP 25 LOT 73 .2' Q 162 FEDERAL STREET J. DA VID McLEAN TRUSTEE • OF ' THE - O DAVID McLEAN REVOCABLE #162 GRAPHIC SCALE RECORD CONDITIONS/DEMOLITION PLAN TRUST 164 FEDERAL ST. "v� EXlST7NG LOCATED IN �, --� SCALE =20 SALEM MASSACHUSETTS 4-STORY WOOD FRAME cn FEET DWELLING 20 0 10 20 40 80 _ ESSEX CO UNTY Fa�C METERS 0 5 10 20 30 PREPARED FOR WILLIAM WHARF SCALE: 1 = 20' DATE: JANUARY 25, 2012 12.0' MERIDIAN PORCH o � _ 8.610 ASS 0 C I A T E S 'S8' 9, -P m :1q 500 CUMMINGS CENTER,SUITIE 5950 69 MILK STREET,SUITE 302 ca REVI'S/ONS ` ' �6 . - BEVERLY,MASSACHUSETTS(01915 . WESTBOROUGH,MASSACHUSETTS 61581 2 9112112 REVS PER PLANNING MEETING MJN CEW ' ��� ��ISY �`�' TELEPHONE: (978) 299-047 TELEPHONE:(508)871-7030 rir �2 WWW.MERIDIANASSOC.COM �i]AL 1 7/26/12 REVS PER PLANNING DEPT MJN CEW � - FEDERAL STREET SHEET No. 2 OF 5 PROJECT No. 5408 WG No. 5408 REC BY OTHER NO. DATE DESCRIPTION BY CHK'D �- a t � M, Copyright®by Meridian Associates,Inc.All rights reserved APPROVED ��'E SITF PLAN � s. _. .. . - .. . • l AU urcrrly rv'"'vr.vac -- ` . R=s'Ss �`�'� NORTH RII/EP, cATCH BASIN SCHEDULE OF DIMENSIONAL CONTROLS ...,I L/MIT OF Rl RIVER BANK . 7 INV. A=3.5' R=7.50 - ZONING DISTRICT MULTIFAMILY (R2) _ - . . 1 INV. B=3.5' � �� Al : . . . `� _14. REQUIREMENT REQUIRED EXISTING PROPOSED , � . ' DRAIN ,i �x, HOLE __ _ _ - 1. THE PURPOSE OF THESE PLANS lS TO ACCOMPANY AMI APPLICATION FOR A NO77CE OF . R=789 /,N✓,, Al C - - - CONCRETE SIDEWALK LOT AREA: 15,000 SF 15,o00f SF 24,730± SF 15 - PROPOSED CONTOUR INTENT TO BE FILED WITH THE CITY OF SALEM CONSERVA77ON COMMISSION AND A PLANNED A=3.6' kV'✓. \-- D �2 Gtr - UNIT DEVELOPMENT SPECIAL PERMIT TO BE FILED WITH THE CITY OF SALEM PLANNING t_ ern/ LOT WIDTH: 100 FT 75 FT* 75 FT . L30lvnc- B=23' INV �' � CATCH BASIN + 15x35 PROPOSED SPOT ELEVA710N BOARD. . J I S-'-`'-------- s CUL VERT C=2.3' �`��, . '1 p ` R=7.47 .• FRONTAGE 100 FT 68 FT* 71 FT IMPROVEMENTS AND RECORD UTILITY ' o - �` UI AIN MANHOLE INV.=3.4 r �'-� � PROPOSED SWALE 2. THE TOPOGRAPHY, SITE DETAIL & SURFACE . S''-------Is --- `c1q �_ R=7�0 IIVV.. FRONT YARD: 15 FT 10 FT* 1Of SF INFORMATION DEPIC7FD HEREON' WERE OBTAINED FROk4 A PLAN ENTITLED "PLAN OF LAND DRAIN MANHOLE �- � -� � A=23' 1NV. • P?D PROPOSED NYLOPLAST DRAIN 162 FEDERAL STREET PROVIDED BY BY NORTH SHORE SURVEY CORPORATION OF SALEM, S--_!� 1 L j JJ �� `�_ - SIDE YARD: 10 FT 7.6 FT* 7.6 FT - MA DATED DECEMBER 27, 2011. R=8.68 (NV. 11 C`r r� $�=-1 =-aA tC _ _� ----' . --' G A=4.4' IPJV. B S '�3 1 .R 'r 1� r C=1.7' REAR YARD: 3o FT 90 FT NIA - MLU. . - PROPOSED FILERMI TT EROSION CON17?OL "''- G B=-1.6' �''----- p 12'DRAIN EX=8x51 DRAIP.� MANHOLE S 'Y PROP. INV=2.0 / _ 3. THE LOCUS PROPERTY DEPICTED 1S LOCATED IN RESIDENTIAL TWO FAMILY (R2). S R- RIM ELEVATION G p R=8.51 INV. PARKING FRONT SETBACK.• 2 FT N/A Sof FT G A=4.4' 1,111! 5 - S ' ., 4. THE LOCUS PROPERTY IS DEPICTED AS LOT 96 ON CITY OF SALEM ASSESSOR'S MAP 26. : ATCN. BAS,'1r �`�c -''"- S �0 t�✓IDES PARKING SIDE YARD: 2 FT N/A 3 FT PBB PROPOSED BITUMINOUS BERM =8.73 G 8=4,3' E6- LUK VER r 5. THE LOCA77ON OF ALL UNDERGROUND U77LIT/ES SHOWN ARE APPROXIMATE AND ARE BASED +vv.="' --" EX= x 63 BENCHMARK TOP SPINDLE S , EX=9x1G HYDRANT E EVA77ON = 11.69 Ste_ PARKING REAR YARD: 2 FT N/A N/A PGG PROPOSED GRANI7F CURB UPON A PLAN ENTITLED "EXlS77NG CONDITIONS PLAN" PROVIDED. BY BY DONOHOE AND `Z�s eN rr G A CON7RACTOR ,TO GRADE DRIVEWAY SO PARKHURST, INC OF TOPSFIELD, MA .DATED NOVEMBER 14, 2011. THE CONTRACTOR, PRIOR AS TO. DIRECT STORMWATER TO ) OPEN SPACE N/A N/A. N/A (TYP) TYPICAL, TO COMMENCEMENT OF CONSTRUCTION, SHALL`VERIFY THE LOCATION OF ALL UTILITIES AND EX=9x21 - '_"'----- _ �?r 1ti1-- --_� '�"'7RIf €lLSP1L__ LWAY �__•-� ..,: * _...�•__ _. _____�__ CONTACT DIG SAFE AT 1-888-344-7233. PROPOSED -SEDIMENT `'`--C _ _' / I.... G EXISTING NON CONFORMING (OBO) DESIGNED BY OTHERS 6• THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEME� 11NTS WHICH MAY.Y FOREBAY Bf�EAK fN B7 4N w HR PROPOSED HANDICAP RAMP EXIST. 9x50 ! C. SlD _w Lk cNw �� CUf?B PROPOSED RIPRAP s y CONC CONCRETE . SPILL WA Y 9x50 J�" '1111111111",," 31 �v . �/ PARKING TABLE PEOP PROPOSED EDGE OF PA I/EMENT TP-01 GFROM SEC770N 5.1 0E THE CITY OF SALEM ZONING - - PROPOSED INFILIRA770N e W /� .Im .� ORDINANCE FOR THE MULIT-UNIT R2 DISTRICT ' 11 ti --� LIMIT OF BORDER tV /J CO CLEAN OUT BASINi1 e5'` v V PROP29S€F3-SR�TTY-G,AIF LAND SUBJECT T1 . . . : . �" "-- - 4 a r 4 ' ' .-- ......� M� ....�. ��...., FLOODING REQUIRED: * PROPOSED POLE LIGHT . -- ONE AND ONE-HALF(1.5) SPACES PER DWELLING UNIT WITH ..•�"` 4• `__ U�Q --`''.'.' A MINIMUM OF 7W0(2) SPACES PBB PROPOSED Bl TUMINOUS BERM . 12" ourl �,.• ,1111f , :. . EROSION CONTROL AND SEDIMENTA77ON NOTES: . _O' BUFFER ZONE .TQ BANK 8 UN11S * 1.5 = 12 SPACES REQUIRED - PROPOSED GRANITE CURB 1. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES DURING . (WITHlG�RATE) ROPOSED DRAIN BASIN . �� iR/v9.0 . � 1 ^ ENTIRE CONSTRUC77ON PERIOD. . . I - WNV=6.0 H©PE ro (NYLOPLAST-SOCOVER_`_ PROVIDED: -PD PROPOSED DRAIN . u• Pp RIM=10.75; 18 SPACES (INCLUDING 1 HANDICAP SPACE) 2. ALL STOCKPILED AREAS SHALL BE LOCATED WITHIN THE LIMIT OF WORK . 11 s INV IN=�8 PRD PROPOSED ROOF DRAIN LINE AT LEAST 50 FEET FROM LIMITS OF BORDERING WETLANDS AND p = ST !ZE 0 PREVENT EROSION. NV lX 5 5 ABIL D T RE NT N END GRANf11 7ClJR . `BEGIN BlT E3EfiM .E•- ^ _ . PROP TUR A T L DE ARA 770 Tl ALL BE OSED P300 F M 3 AL BRIS GENERATED DURING SI7F PREP N AC77Vl ES SH l 5 9' �11 - a PROP ED OPERTY LINE GAL DISPOSED OFF-SITE. LE L Y ISPO OF 11 OS PR , � " 4. PROVIDE CRIBBING AS NECESSARY TO PROTECT EXISTING UTILITY LINES ' , _ - _ _ `T PROPOSED PAVED AREA DURING CONSTRUC 170N. - cn 1_11Z'(TYP) ' ` P a .I ill 7 Pq�p ^ -- ti 2% 5. ALL TOPSOIL ENCOUNTERED Wl7HIN WORK AREA SHALL BE STRIPPED TO ITS . 1. . . o PARKING` Z -'� FULL DEPTH AND STOCKPILED FOR REUSE. EXCESS' TOPSOIL SHALL BE . 4 DISPOSED OF ONSI TE AS DlREC7FD BY OWNER. TOPSOIL PILES SHALL . - R I ... - - U ,�. f/ REMAIN SEGREGATED FROM EXCA VA 7FD SUBSURFACE SOIL MATERIALS. `; 0 , ' -, SOIL LOGS: . fl p ; DATE• DECEMBER 21, 2011 SEE RECORD CONDI TIONS . ` ' :` fl � _ --"'- CONDUCTED BY.• PETER POMMERSHEIM (SE3046) PLAN FOR EXISTING 6 CONDITIONS WARRANT OR. AS DIRECTED BY 7HE. ADD177ONAL 'EROSION CONTROL MEASURES LOWNERBE POR OWNER'SLEMENS . . . . W { �� OF MERIDIAN ASSOCIATES P I VE. . c., y� NOTES & LEGEND RE RESENTA T . . 4 � �� . ' • ' ''t 7. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED MAP 25 LOT .74 .. - . 1 77 __ TEST PIT 1P Ol TO PREVENT TRACKING OR FLOWING OF SED/MEN'T ONTO PUBLIC ROADS SALEM SWAN REALTY LLC. 401 so• W `+ ! f�� --_"! ELEV.=18.1f BRIDGE S7 p q- E.SH.G.W. .ELEV.=15.1± 8. ANY SEDIMENT TRACKED ONTO PUBLIC RIGHT-OfF-WAYS OR PARKING AREAS - 24` TYP ' � . { ,kN- - SHALL BE SWEPT AT THE END OF EACH WORKINIG DAY. / m { r/, .0,.-2"" PAVEMENT --►, a �" 2 -12 GRAVEL PACK 9. SOIL EROSION AND SEDIMENTA77ON CONTROL ME; S AL E ASURE SH L B -- 12"-22" ASH AND DEBRIS INSPECTED AND MAINTAINED ON A DAILY BASIS DURING CONS7RUC770N TO "�-. .!of { _ 11 22"-36" Ab-DISTURBED INSURE THAT CHANNELS, DITCHES AND PIPES AIRE CLEAR OF DEBRIS AND 1 '�'- ­11 -?5--''� 36"-75" LAYER C. SANDY LOAM THAT THE EROSION CONTROL BARRIERS ARE INTiACT. `' RIC!ERFRONT AREw LIMIT OF 200 REDOX ® 42" 16. 15 / - ESHGW ® 64" 10. DUST SHALL BE CONTROLLED BY SPRINKLING WATER OR OTHER APPROVED w : ;�"� ` { -- "� 1. REPRESENTAT VE.METHODS AS NECESSARY, OR AS DIRECTED BY THE OWNER OR HlS 5 z \ PDSF�FfANDICAPPED TEST PIT 7P_02 'o y x � � 1`111 PARKING SIGN ELEV.=17.Of 11. FIL TERMI TT CHECK DAMS SHALL BE PROVIDED AROUND ALL EXISTING DRAIN � `�11 1-5x35`) E.S.H.G.W. ELEV.=13.81 INLETS PRIOR TO CONSTRUCTION ACT7Vl77ES ANG) AROUND ALL PROPOSED o• ` 15x29 \ { " » GRAIN INLETS PRIOR TO PERMANENT PAVEMENT TO CONTROL SILTAT70N. o/ 0 -80 FILL - ,, `1, -- --1? -- . 80"=90" ASH AND DEBRIS 1Z SILTATION DEVICES SHALL BE 1NSTALLEO ALONG THE EDGE OF PROPOSED l� - - B E AN PRIOR TO THE COMMENCEMENT :.4 { 90" 96" Ab FINE SANDY.LOASM (DISTUR ED) DEVELOPMENT AS INDICATED M! THE PL PRI CO NCE . ' 7.0' lMDE - 96"-110" B HORIZON FINE SANDY LOAM OF CONSTRUC77ON OPERATIONS. . L=ADw4R0 � " PASSAGE WAY 110"-129" LAYER C. SANDY LOAM (250 L/�/- OF ,t - cim4 { . FEET FRO OF CH, ✓UR/Sp/C a i1 FOR PEDESTRtAN USE. » 13. CLEAN AND MAINTAIN EROSION CONTROL BARRIER AS REQUIRED DURING _ REDOX ® 110" M MEAN � H WA ERJ�O` p' { 15---'--'- -- ESHGW ® 110 CONS7RUC170N OPERA770NS TO ENSURE ITS CONTINUED FUNCTIONALITY ,; _ { ---' .•. 14. CONTRACTOR SHALL CLEAN ALL EXlS77NG AND-PROPOSED DRAINAGE f b'.. , .Cu/7c�GAZKZ` 9; ) °= LANDWARD LIMIT OF CH. STRUCTURES WITHIN THE LIMIT OF WORK AT. THE COMPLE77ON OF PROPOSED CONCRETE z 91 ,UR/SD/CWON ON UCT10 ACTIVITIES. BLOCK WALL TO BE ;' _ (250 FEET FROM MEAN HIGH WATER) DESIGNED BY OTHERS TYP C S7R N VlT S s• %::- 15. THE CONTRACTOR SHALL REMOVE ALL SILTATlON� DEVICES AFTER . PROPOSED SUBSURFACE . o . t:. !. INFIL TRA 770N SYSTEM REVEGETA 77ON OF DISTURBED AREAS AND AFTER WRITTEN APPROVAL OF •:. D x10' -CON A770", THE PROJECT ENGINEER. , . - : .^ 16. THE CONTRACTOR SHALL PERFORM. TEMPORARY AND PERMANENT - f1 .+:} 1 LIGHTING TABLE1 . STABILIZA T70N MEASURES ON ALL DISTURBED AREAS AS SOON AS • d �� PRAC77CAL BUT NOT MORE THAN 14 DAYS AFTER CONSTRUCTION AC77VITY I : ---_ . try :.� i = -. .-� CATALOG No. QUAN77TY DESCRIPTION LAMP HAS 7FMPORARILY OR PERMANENTLY CEASED ON THAT PORT70N OF THE PR 5 (3) SMOOTH AND HAMMERTONE 150 WATT I . . . _.._.___ 1 ,, .. .. ____1� - • SPECULAR REPLECTORS AND METAL HALIDE LAMP -� -_ -.-. CLEAR FLAT GLASS LENS 2 . -9. . . , 23x8 23x8 . MAP 26 LOT 2 ROMAN CATHOLIC ARCHBISHOP . . --- - -- OF BOSTON ' .1 I - � 150 FEDERAL Sr. RECORD OWNER: APPLICANT.• . (�) -- _ ►v HEALTH AND EDUCATIONAL SERVICES, INC I/ __ TRUSTEE. BARBARA .WHITE 30LIAM FEDERAL RSTREET 0- "� EXIS TNG ROOF DRAINS TO BE 162 FEDERAL S7REET I. . . - Q - rn CONNECTED TO PROPOSED ' SALEM, MASSACHUSETTS 01970 SALEM, MASSACHUSETTS 01970 . m < � ROOF DRAINS (TYP) . 10. -_ \ 1 . . . . . ' i 35.5' , 7.6' __\ . . 2. ' MAP 25 LOT 73 162 h'EDERAL STREET . J. DAVID McLEAN TRUSTEE OF THE11 J. DAVID McLEAN REVOCABLE GRAPHIC SCALE 7 PLAN LAND . TRusT 164 FEDERAL sr. #162 PRIOR TO OBTA/N/NG A BUILD/NG PERMIT THESl TE P/ -H N OF R: osED 8 UNIrs APPLICANT WILL COORDINATE INFORMATION REGARDING SCALE. 1"_20' . . I 4-STORY LOCATED IN ALE SETTS WOOD FRAME . �, � - THE SIZE, AGE, TYPE, AND LOCA TION OF THE EXISTING . FEET • _ 80 S M, MASSACHU �' DWELLING 20 0 1 D 20 40 WA TER AND SEWER CONNECTIONS WITH TH THE CITY •OF SALEM ENGINEERING DEPARTMENT TO DETERMINE IF1 . o 5 10 20 30 (ESSEX COUNTY . Fo�� 1-1; a ANY CHANGES ARE REQUIRED. METERS << PREPARED. FOR WILLIAM WHARF 1 ' ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD SCALE:- 1 "= 20' DATE: JANUARY 25, 2012 i 2.0 , 14.5' INFORMA TION RECOVERED THROUGH RESEARCH WI THOU T PORCH o' SURFACE DEMARCA TION NOR SUBSURFACE VERIFICA TION. t a� M ER I DIA N !� s.6 ' H��LES E. ASSO- CIATE .S .19 III . : RE�SLt ON5 CI L 500 CUMMINGS CENTER,SUITE 5950 69 MILK STREET,SUITE 302 . (n ,0 o.3,7076 BEVERLY,MASSACHUSETTS 01915 WESTBOROUGH,.MASSACHUSETTS 01581' I1. 2 9�12�12 REVS PER PLANNING MEETING MJN CEW ®.��s Q�s ` ,, TELEPHONE: (978) 299-0447 TELEPHONE:(508)871-7030 S101VAL 1� WWW.MERIDIANASSOC.COM .. FEDERAL '-•' T-��`�'T - DWG. No. 5408-SITE 1 7/26/12 REVS PER PLANNING DEPT MJN CEW . SHEET . No. 3 OF 5 - P,�O TE 'T 1Vo. 5408 (XREF.5408_Rec by other) NO. DATE DESCRIPTION BY CHK'D �� A . ,. 0 C'. ,: ;t . Copyright 6 by Meridian Assmiatea,Ine.All rights rmmed. . SYT Lt" - - _ - -- - . �- - . I :___.-__..... _• ' • - - �, - __....u_ ---•= - •=�------- - -- ._.__... ____._ , PROPOSED LEGEND PLANT SCHEDULE • •_-•7J—..'�.�may-_•_ -. _ _ i �r rr i G t. 67R APHIC SCALE ' o o QTY SYM. COMMON NAME LATIN NAME NOTES OD t ' SCALE: 1"=20' SHRUBS, FERENNIAL5, GROUNDGOVERS 4 VINES I AC WHITE FIR ABIES GONGOLOR 8-10 HT: �l FEET20 O 10 20 40 80 I BN RIVER BIRCH BETULA NIGRA 8-10' CLUMP EVERGREEN, SHADE 4 ORNAMENTAL TREES dr • 15 BS BUXUS SEMPERVIREN5. BOXWOOD 'BLUESTONE' 16-24" HT. - METERS O 5 10 20. 50EX=8x51 r 29` GA ' GLETHRA ALNIFOLIA SUMMERSWEET I5-24" HT. G�' BID T S'T► I OF FLOWERING DOGWOOD CORNUS FLORIDA 10-12' HT. m EX=9x12 = ? ��1 5 GR CORNUS RAGEM05A GRAY DOGWOOD 18-24" HT. 8x63 rEX r • ..___• 3 FP GREEN ASH: FRAXINUS PENNSYLYANIGA 3-3.5" GAL. EX=9x21 -' _ ;: -_ _ _ ,� PRUNE ONLY INJURED OR BROKEN BRANCHES. 36 HM DAYLILY HEMEROGALLIS 'HYPERION' I GAL. (3) MP " • _._ ._�;; y „-• -- �__=_= LEADER,, 1NH� JAGENT TO 51 EWALK , RET RAL IM _ EN AD _ c 1 HS H05TA H05TA BLUE MAMMOTH 2 GAL. 9x50 '' - -__� _._�__ yyj PRUNE BRANCHES Tt•0 SIX FEET. - T - 36:: HT HYDRANGEA HYDRANGEA G2UERGIFOLIA 30 RESTORATION SEEDMIX AREA (1) IG 1 IG INKBERRY ILEX GLABRA 30-36" HT. The New England Erosion Gontrol/Restora'tton Mix For Dry _ :• • ^ (q) GA Sites provides an appropriate selection of native and -•. •- i 3 MP BAYBERRY' . MYRICA PENNSYLVANIGA 30-36" HT. • PROPOSED-'~SECURITY~GAT.E. , naturalized grasstensure that olry_ond recently _ _ - : � _ �, .. __ _ ...... OPR L P BAG 2 4 LAYS OF MULCH. KEEP MULCH 2 K surface stabiilzed. It is an appropriate,seed mix for road , ,..:�. : •• ." - _ _ _ _ FROM TRUNK. TRUNK FLARE TO REMAIN I"-2" 440 P{� AL.LEGHANY SPURGE PACHYSANDRA PROGUMBENS I GAL. cuts, pipelines, steeper slopes, and areas requiring quick :4. — ABOVE FINISH GRADE. cover. Fertilization is not required unless the Bolls or - �,� � t . • .. _ _ .100' FROM TOP OF NORTH f4�VER CANAL \ 10 VD DOUBLEFILE VIBURNUM VIBURNUM DENTATUM 36"-48" HT. particularly Inferitle. �y' - .' ' ,.. LUT AND REMOVE AS MUCH BURLAP A5 SPECIE5:' Creeping Red Fescue, (Festvca rubra), Canada W11d r.,.,.••. :: ' ••. (i) OP ..__..___�.�...._•, _ _�_._.� POSSIBLE, IF NON BIODEGRADABLE REMOVE Rye, (Elymus conadensis), Annual Ryegross, (Loitvm multif lorum), 4 '� /'- ~^✓ ENTIRELY. WIRE BASKETS TO BE REMOVED Perrenial Ryegra5s, (Loltum perenne), Blue Gromo, (Bovtelouo 1 (20) GA / ENTIRELY. GENERAL NOTES . _ gracilis), Little Bluestem, (Schizachyrlum s,coporium), Indian , - ;, :;,. Grass, Sor hastrum nutans), Rough Bent rass, A rostis , , � ,i EXCAVATE PLANTIMI6 HOLE TO A WIDTH THREE ( g g g ( g ,...= ::.:.. THE PURPOSE OF THESE PLANS 15 TO ACCOMPANY AN APPLICATION FOP, A NOTICE OF INTENT. scabs), Upland Bent rass, ( rostfs erennans). `; `: (3) VD% �, TIMES THE DIAMETER OF THE ROOTBALL AND A p g �`g P DEPTH EQUAL TO TfHE HEIGHT. THE TOPOGRAPHY, SITE DETAIL 4 SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM A PLA ENTITLED PAN OF LAND I6 FEDERAL. STREET" PROVIDED Y B EXI5TING TREES TO REMAIN NORTH SHORE SURVEY CORPORATION OF SALEM, MA DATED DECEMBER 2'1, 2011. TO BE PROTECTED (TYP) NOTES: THE LOCUS PROPERTY DEPICTED 5LOGATED IN RESIDENTIAL TWO FAMILY,(R Z)(2) FP BACKFILL PLANTING HOLE WITH EXISTING SOILS AMENDED AS NECESSARY. N TTY THE LOCUS PROPERTY 15 DEPICTEDAS LOT Q6 O G OF SALEM ASSESSOR'S MAP 26.• ' R TO A POCKETS, COMPLETE BACKFILLING BACKFILL HALF THE SOIL AND WATE SETTLE OUT IR POG THE LOCATION OF ALL UNDERGROUND,UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED _ Q' A AT WATE EXISTING TREES TO BE REMOVED (TYPJ =~.-- �� ,,-' -�� . UPON A PLAN ENTITLED "EXI5TING CONDITIONS PLAN" PROVIDED BY BY DONOHOE AND •� _ AND REPS RING PARKHU RST, INC, OF TOPSFIELD, MA DATED NOVEMBER 14, 20111. THE CONTRACTOR, PRIOR TO • _ ; ;.�:• IF ROOTS ARE CIRCLING THE ROOTBALL EXTERIOR,,._GUT ROOTS VERTICALLY IN SEVERAL �- =RESTORATION SEEDMIX AREAS PLACES PRIOR TO PLANTING. COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOGATI'ION OF ALL UTILITIES AND MAP 25 LOT 74 `. r CONTACT D16 SAFE AT I-888-344-1233. SALEM SWAN REALTY LLC. 401 ONLY STAKE TREES SITUATED ON WINDY SITES OR EXPOSED TO SUBSTANTIAL PEDESTRIAN BRIDGE ST. ' ' - THISPLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. TRAFFIC,. _: •' °p `� ~ r THE-TOP OF BANK LOCATION AND THE ASSOCIATED 200 FOOT RIVERFRONT RESOURCE m TREE PLANTING AREA (NOT TO SCALE) SHOWN HER I5 AN APPROXIMATE LOCATION. THE LIMIT OF THE TOP OF THE NORTH RIVER CANAL 15 NOT WITHIN THE SUBJECT PROPERTY, RESTORATION.5EEDMIX AREP` (IN AREA OF DISTURBANCE) -. - - 7---2'LOL ROM TOP OF NORTl� R/VER CANAL ..,_, LANDSGp►PE NOTES . _ "-4° LGH " BA (1) AG 2 LAYER OF MUJ KEEP MULCH 2 GK A IN I FROM TRUNK TRUMIK FLARE TO REMAIN " 2° ALL 'FLA MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE 171 \o ---j'� �, ABOVE FINISH 6RAtDE. AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION t a 15x35 OF NURSERYMEN, INC. iv LOAM AND SEED (TYP J GUT AND REMOVE AS MUCH BURLAP A5 15x29 1 ` - i e °'. SPACE PLANTS AT SCALED DISTANCES SHOWN ON DRANINC75 UNLESS OTHERWISE .a _ _: .___ ;_._.__._.-------- -- oo POSSIBLE, IF NON BIODEGRADABLE REMOVE x. + INDICATED. ANY.PROPOSED SUBSTITUTION OF PLANT MATERIAL SHALL ONLY BE MADE I ENTIRELY. WIRE BASKETS TO BE REMOVED AFTER PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. (36) HM ENTIRELY. L/M/p , '• -- ''t � :';•:-. EXCAVATE PLANTING HOLE TO A WIDTH THREE �' �.;' ;, PLANTING BEDS ADJACENT TO BUILDING TO BE MULCHED WITHI AGED BARK MULCH TO A ovAw 25 FEE of Cy r'^t ';y:` 4c't Y' S`. .v:: i , 0 T FRO M� g� ✓UR/SD/ H '_- TIMES THE DIAMETER OF THE ROOTSA�L.L AND A . EAN -_• cno ._._. __.;._._..__. _.-. W;' DEPTH OF THREE (3) INCHES: PROVIDE FIVE (5) FOOT DIAMETER MULCH CIRCLE AROUND j71-GH, K,A N `," t..._ DEPTH EG2UAL TO THE HEIGHT. _ SRTI BN ALL INDIVIDUAL TREE PLANTINGS AND CONTINUOUS MULCH BED AROUND SHRUB PLANTINGS. O AL UTH A IDE DRI ANE/ iPARKING'SHALL NOT BE PLANTINGS ONG 50 STREET AND OUTS VE L { MULCHED. * ' CONCZiC1`5 NIA?) LANDWARD LIMIT OF CH. 9f ✓lURISDlCT10N. j i `� •+,,,,: * ;..„�",; ,y y F y,Y y (250 FEET FR PLANT MATERIALS SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS THEY BORE TO WA 7FR) NOTES OM MEAN HIGH " } � GRADE IN THE NURSERY. EXISTING TREES TO REMAIN (TYP) ” �i ; • :.. : . •' ': BACKFILL PLANTING HOLE WITH EXISTING SOIL AMENDED A5 NECESSARY: 30x10 .\GONG PA7/0 (1) OF ' WATE OUT POCKETS, E AGKFILLING G DATE OF • r.,, A MATERIALS BE U {3) }{Q - BACKFILL HALF THE 501E AND RTO SETTLE OU R P S, COMPL TE B ALL PLANT MATER AL SHALL G ARANTEE R ONE YEAR FOLLOWI "" I t FINAL WRITTEN ACCEPTANCE FROM THE OWNER OR HIS REPRESENTATIVE. - AND REPEAT WATERING. _._. ,• : �y.yK . . .,'` •::","_., ' i .J-- (440) PP . IF'ROOTS ARE CIRCLING THE ROOTBALL EXTERIOR, OUT ROOTS VERTICALLY IN SEVERAL SEED ALL DISTURBED AREAS UPON COMPLETION OF FINAL GRADING AREAS THAT DO ` 5 I S" 0.0. OT SHOW A PROMPT 'CATCH' SHALL BE RESEEDED AT THE SAME RATE AND IN THE SAME _ PAGED PLACES PRIOR TO PLANTING. N - ,:r ''x._ •• ----�G - ' -._ `�-:-� � � MANNER AS BEFORE, UNTIL AN ACCEPTABLE GROWTH OF VEGETATION IS ESTABLISHED AIN STING ( H AREA. MAINTAIN �EXI LAWN TYPa OVER THE ENTIRE �, { MAP 26 LOT 2 ��HRUB PLANTING PLANTING MIX SHALL CONSIST OF 3 PARTS LOAM, I PART SAND, I PART ORGANIC PEAT 23 8 23x8 ' ROMAN CATHOLIC ARCHBISHOP (NOT TO SCALE) MOSS. INCORPORATE COMPONENTS, FERTILIZE AND LIME AS REGUIRED TO SATISFY (15) BS OF BOSTON DECI T. SPECIFIED PARAMETERS. K (1) HS 150 FEDERAL S / i 1 AREAS LABELED RESTORATION SEED MIX AREA TO BE SEEDED WITH "NEW ENGLAND ' SET BASE OF STEM AT EROSION CONTROL./ RESTORATION SEED MIX FOR DRY SITES" FROM AMHERST WETLAND FOUNDATION PLANTINGS ! PLANTS, INC. (3,5001 5F COVERAGE) TO BE DETERMINED (TYP) -r y FINISHED GRADE. a" LAYER OF MULCH. / / MAP 25 LOT 73 , J 11 ,� r J. DA WD McLEAN TRUSTEE _.;. _ _� ii - } - 1.62 FEDERAL STREET OF THEWit! ` �1: .= _� ,, ;._!!,;.._ '.. 4-1). �I 3 JL J. DAVID McLEAN REVOCABLE / rr^ ! I -!; L- L.- r. I - TRUST 164 FEDERAL ST. PROPOSED 8 UNITS S'CAPE PLAN .}_ ,;TO � I � � ��,.�y�ys�"p•Gw.:F/T��.,,� LOCATED IN „tO / PREPARE ENTIRE PLANT BED. TILL EXI5TING 7 S�9lLEM, MASSACHUSETTS / I TOPSOIL TO 12" AND AMEND AS NECESSARY. m o (ESSEX COUNTY) .� • �/4 N NOTE: EP FOR gili ANOS�P �' PREPARED SPACE PLANTS EQUALLY TO PROVIDE CONSIBTANT COVER ilnrnr+tit+ WILLIAM WHARF OVER INDICATED PLANTING,BED. ' SCALE: 1 "= 20' • DATE: JANUARY 25, 2012. • • P�,r-f:;-� : - 61?OUNDG01rER PL�4NTING • 1 NOT TO SCALA M E R I DIA N ASSOCIATES 500 69 MILK STREET,SUITE 302 RG rI S,OI vS BEVERLY, G MASSACHUSETTS 01915 S CENTER,SUITE 0 WESTBO OUCH,MASSACHUSETTS 01581 2 9112112.' REVS PER PLANNING-MEETING JPG CEW TELEPHONE: (978) 299-0447 f TELEPHONF�; 08)871-7030 FEDERAL STREET DWG. No. 5408-LAND_Rf www.mER1'13I1,NA9Sbt w ,--�, . . (XREF 5408_97E) 1 7/26/12' NO CHANGE THIS SHEET MJN CEW SHEET No. ' 4 . OF 5I�' OJECT No. 5408 (XREF.•5408_REC) NO. DATE DESCRIPTION BY CHK'D �- �. Copyright®by Meridian Associates,Inc. All rights reserved. r. ------------- SECTION END VIEW SECTION TOP VIEW OBSERVATION PORT. WITH CAP (PERFORATED ' DISTURBED AREA BELOW STONE - INSTALL A MIN!MUM OF TWO TEcTED AREA VELOCITY REDUCTION o » . (2) PORTS 1N EACH FIELD) CUL TEC RECHARGER 330XL (52»Wx8.5'Lx30.5"H) ; PRO AND SETTLEMENT ZONE O 1 TO 2" DIA. WASHED CRUSHED STONE 0 4" LOAM & SEED (DOUBLE WASHED PREFERRED) 951. COM�P7E0 FILL -�I�- 12" titt FLOW• O MINIMUM FINISHED GRADE EL.=19.Of 4 OZ NON-WOVEN FILTER FABRIC TO =1 I I :1 I-- ( Ez- I I= 11- =1 11= =I -= 1-I .= I I=1 Ftilter3f o,�00000�• V / \ \ \\ O __ _ ENCLOSE TOP AND SIDES OF THE SYSTEM RAL GROUND, 8 / - --T - !" 0 1 •• !-1 I�I I I- » (MlN> 11= _ _ _ L=1 I INV=17 0 I = I I " w o' FLOW TOP STONE EL. -18.04 - 57 C C —1 i I_I i I /- IN 17.0 1 a o o - » -1 11-1 2 1..- _ OP. CHAMBER -17.54 :'::.. :::: :::::::: :.:`:;`:::'::: - 6 (MIN) _ _ _ ! - =a . `a PE f DISTURBED I I. 1 k I . ... I I: .I I III_-I I I_I I-I_!- 4tQ PROTECTED 11=1 11= I- T-Iii_ I I*k=1 ':.. ::.. :... . I 1-1 I I-I I 1=1 I i=1 I =1 = _ =1 =1 N. AREA 18 0 AREA - - >, t I I III I 6 HDPE INLET -17 00 _ I-_ I E 1= 30.5_II I I=III 11=1 I=1 L 1=1 I h= -' I 1=- HDPE --I 1=BOT. CHAMBER =15.00 HEADER TO NPSIS-T 1ALL ROOF DRAINS UNION END VIEW -11 I= - - - _ -` :: - » ,I=1 I I-)I(=1 I 1=' ! - I=I!I I=I I II - -_Q7 STONE -14.50 I� : :.::: 6 (MIN)-- - ! I P ANCHOR UNION TOP VIEW III- ; - _ ..- —1�I_,�i=!II-1iI-1IHI1=III; _III,-. 4" HD E �n=rrr rr�_ of 1"x1"x36" OAK STAKE .III=1 I I=I 11-I I I=1 I I=I I I=1 I I III = �1 I; „i r= ''I=1 I I=1 I I.I/I I I I-►11=1 I I-III=11 I=1 =I I =i'.1. k=I I'. c.A._TRAL • * o OR ,!.___:' �_� �:=IIr-'-111_=11 =.�_ - - . . . . . . 15 -i II I , III-._-,I I--! I: I I.-III:_-1 11- I I-_:;___I 12 (MIN)=1 I I=1 11=I 11-1 I k-1 11=i -I I - --1 I__I I.=1 I I . III_ - i -i I I--! I- I - OM o o (CI--I�L:-- .. - - - FROM - - - -.. _ Z 2" OR GREATER TREE •N - I(_ -I 112 (MIN)_ - =1 I I=i!!_!! 1=I I = 1=!( + - - - - - _! I h - - - =1 ;= i =_ _ I v a AREA pR ,v USE 2 CUL TEC RECHARGER (�I . :. _ -) I-1 I- I I I--I I I_I I-1 I ,I -��.-: (; ROOF DR_ (I II I-I (- I I=I,(=1�_ : (f I -1 I I I (. OF DRAIN I,-I —1 = 4=I =1 I-r L� I E s.H - I I-- I-III-III-III-I i I--1 I I---I 11- ' ' '(r=) 1 z DISTURBED o 0 330XL UNITS , 1 I _ _ _ _ a OTHER PRE-EXISTING, 0 _ _ �- NATURALLY !=1 I 1=�I I-1 I L- - a " EQUIVALENTLY o .. o -III-III=1 I- I._ PROTECTED AREA VELOCITY REDUCTION d _ ' i OCCURRING SOIL : I=III=i ,=1 I I- " T"' AND SETTLEMENT ZONE ANCHORED OBJECT. z N ��o PROVIDE MINIMUM FEET SEPARATION -) 1=1 (=I I--- ~I I I - - I- =1 NOTE. CONTRACTOR SHALL REMOVE ALL TOPSOIL 1 TO 2 DIA. WASHED CRUSHED - FilterMitt o� a N a BETWEEN THE BOTTOM OF THE 6 /NCH =I 1=I I`=I i I=1 11=(DEP VARIES -III I I-�1=I 1=_I i SUBSOIL, F/LL MA TERIAL AND OTHER IMPERVIOUS 4 OBSERVA TION PORT WITH CAP �° w 6" Min. _III--III-1 I .•III.-1 I -1 I -�I(=k I =1 I 1-1 I(-=I I i LAYERS W/TH/N INE FOOTPRINT OF THE PROPOSED (PERFORATED BELOW STONE - ' NE (DOUBLE SHED PREFERRED) a be- STONE WA PREFE ,M FLOW Overlap WASHED STONE LAYER AND THE ESTIMATED - - - SUBSURFACE /NFILTRA710N SYSTEM. EXCAVA110N INSTALL A MINIMUM OF TWO 2 �000p0o• SEASONAL HIGH GROUNDWATER TABLE. SHALL BE FILLED WITH MATERIAL SPECIFIED IN PORTS'./N EACH FIELD) ( ) \ \ \\\\\/ oo I SEC77ON DETAIL SECTION 15.255 3 OF THE STATE ENVIRONMENTAL ) 4 OZ. NON-WOVEN FILTER RAL GROUN \/�\/\/� NOTES, O FABRIC TO'ENCLOSE TOP \\ \\ \ \\\ �NAn1 \/��/� o o FLOW CODE, 777LE 5 UP TO THE PROPOSED ELEVATION OF . AND SIDES OF 7HE SYSTEM ,. �O-1 18,, o - C-C IS CENTER TO CENTER 774E WASHED STONE. 18 - PROVIDE 5 MIN. SEPARA770N BETWEEN ROWS OF CHAMBERS . � -2 PROTECTED DISTURBED - . AREA PROPOSED SUBSURFACE INFIL TRA 77ON AREA **INVERT ELEVATION IS FOR BOTH INVERT IN AND INVERT OUT Sl^STEM ,#1 - PLAN VIEW FilterMitt' COMPONENTS: OUTSIDE CASING: 100% organic hessian. PROPOSED SUBSURFACE INM7RA77ON (NOT TO SCALE) FILLER INGREDIENT: FiberRoot Mulch'"' FilterM•iti'INSTALLATION: SYSTEM S - CROSS SECTION •A blend of coarse- and fine compost and With the newest technology and equipment, (NOT TO SCALE) shredded wood. sections can be constructed on site in *Particle sizes: 100% passing a 3" screen; lengths from 1' to 1010'. 90-100% passing a 1" screen; 70-100% ' passing a 0.75" screen; 30775% passing Sections can also be delivered to the site a 0.25" screen. in lengths from .1' to 8'. •Weight: Approx. 850 lbs./cu.yd. The flexibility of FilterMitt"''allows it to 2' EWA (Ave. 30 lbs./I.f.) 4f CONCRETE SIDEWALK R1V conform to any contour or terrain while TRANSITION ENVY EXIT For more information visit: holding a. slightly oval shape at 12" high AS N07ED ON PLAN EXIS77NG - 2.� -�,.- . :•• BITUMINOUS CONCRETE g P P Y STREET 6 www. rounds to t us at: b 18" wide. BRISTLE-BROOM FINISH. " " q or contact us at: 29-= VEW 4 CEMENT feet, there shall be GRAVEL BASE Groundscapes Express, Inc. • Where section ends m CONCRETE SLAB - ' '�,- .�' P.O. Box 737 an overlap of 6 or greater. Both sides FINISHED GRADE Wrentham, .MA 02093 shall be anchored (oak stakes, trees, etc.) �, • (508) 384-7140 to stabilize the union.. WELDED WW/RE MESH SLOPE AT 1/4"/FT l DRI VEWAY ENTRY SEC TION A-A 6 X6 RLTERMIIT 2: 1 SLOPES OR LESS �.,�:'.•',•.:.••. -1: . :;:: ,.:< - w . .,t:•.:_•...:..s -•.. ., ;;,�, .• (NOT TO SCALE) 8„ COMPACTED (NOT TO SCALE) PROCESSED GRAVEL I BASE . _ COMPACTED • SUBGRADE (1) 12" PVC OVERFLOW RISERS W17H GRATES INV.=8.90 . FACE OF BUILDING (NYLOPLAST) 1/2„ RADIUS 133 50" 12" FLAT BASIN FLOOR f RIPRAP SIDE Wl7H GRASS TURF FILLER 0 1/2» PREMOLDED 5.0 SLOPES TOP EL=9.3 \. I EXPANSION JOINT w T SEDIMENT SPILL WAY EL=8.9 - I I � O N FOREBA Y 1 I —I _ SURFACE ���a; I=) _ - � N � 1 0 � • _ -BOT EL=8.0 2 = -I ( INFIL IRA V70N ��\.�� I I I I TROWELED CONTROL JOINT "� �� O z BASINI qIII BOT EL-8.0 i1' i' ''' — ��--PRO WDE KEY AT S m — — i TION JOINT �r e STANDARD (H-20) RATED I Z CCJNS7RUCIZON CONTROL JOIN T DRAINAREA = 62,7 SQ. INCH NATURA L NOTE.• .TYPICAL EXPANSION JOINT SPACING EVERY 20' O.C. *(2) MAXIMUM RECOMMENDED MATERIAL TYPICAL CON TROL JOIN T SPA CING EVER Y 5' 0.C. OVERALL HEIGHT 10' HINGED GRA 7E COVER FOR EASY ACCESS N REMOVE ALL TOPSOIL & SUBSOIL 12" NYLOPLAST UNDER THE EXISTING BASIN CONCRETE WALKWAY OPLAST DRAIN BASIN EXPOSING PARENT MATERIAL AND (NOT TO SCALE) /INLINE DRAIN (RISERS IN REPLACE WITH "TITLE V SAND". (NOT TO SCALE) ° �� ° /INFILIRA TION BASIN) ESHGW MATERIAL SPECIFIED IN SECTION DRAIN IN --- -- -- ---- - -- - 15.255 (3) OF THE STA TE ENVIRONMENTAL CODE,. 777LE V. RA BAS - - _ - LLLLLLILLL .. \\/\�\/\. -SEC77ON THRU SURFACE INRL TRA TION BASIN LLLLLLLLLL NOT TO SCALE LLLLLLILLL ( ) LLLLLLILl1 LLLLLLILLL . _ - - LLLLLLLLLL NOTE$: SOLID GRA TE 1. ' SEE PLANS FOR LOCATION AND SIZE OF INFIL TRA TION BASIN. FINISHED GRADE MATERIAL CAST IRON 2. SEE LANDSCAPE PLAN FOR ADD17hONAL PLAN77NG INFORMA77ON 6" LOAM & SEED 1 12„ QUALITY MATERIAL SHALL CONFORM TO ASTM A48 - CLASS JOB I 1 1/2" PAINT- CASTIINGS ARE FURNISHED W/7H A BLACiK PAINT IF CURB IS SET AFTER BASE AND BINDER COURSES 4" ,� ARE PLACED, SAW-CUT 12 FROM CURB LINE, 12 NYLOPLAST' CAST IRON GRAZE REMOVE BASE, BINDER AND-GRA VEL, AND REPLACE WITH CEMENT CONCRETE MEETING THE REQUIREMENTS ( O S (NOT ',TO SCALE) WATERTIGHT ADAPTOR OF SECTION M4 OF 7HE STANDARD SPECIFICATIONS GRANI TE CURB, o AVAILABLE FOR ALL MASS. DPW TYPE VA4 . PLASTIC PIPING SYSTEMS ( ) m BITUMINOUS STANIDARD NYLOPLAST I cas>r IRON GRA TE TYPICAL NYLOPLAST DRAIN INSTALLATION TOP COURSE ' CONCRETE BERM (NOT TO SCALE) BINDER COURSE Bl TiIiM/NOUS BERM DETAIL 6" LOAM AND SEED 6" -' (NOT TO SCALE) ADAPTORS AVAILABLE DETAILS 4' THRU 12 .LO CATED IN 18" �" : :6• 12 GRAVEL BASE OUTLET WITH HDPE . ` SALEM MASSACHUSETTS ::aP —2 RADIUS WATERTIGHT ADAPTOR 24„ W7, 24" ESSEX COUNTY 1 TOP COURSE 12' DIAMETER NYLOPLAST INLINE BAS/N ¢ 2" BINDER COURSE' 1`�....... GRANl1F CURB CORNER SHALL MEET THE .... (Ivor TO' SCALE) PREPARED FOR ...... ...... REQUIREMENTS OF MASS HIGHWAY STANDARD 12 GRAVEL BASE 162 rlL!FEDERAL SPECIFICATIONS Mg.04.6 6 TOP VIEW OF GRANITE CURB CORNER I I I I-I I I I III L011 III 111 I 11101 I I II I�I I I I-1 I I I I SCALE: 1 "= AS NOTED DATE. JANUARY 9, 2012 - - GRA NI TE CURB CORNER _ .• MERIDIAN GRA VEL BASE 3000 PSI CEMENT CONCRETE (NOT TO SCALE COMPACTED � SUBGRADE tij s -� COMPACTED SUBGRADE �' °h�PaLE3 .. C, `� ASSOCIATES c c� AIC► V,1SAIR III 500 CUMMINGS CENTER,SUITE 59150 69 MILK STREET,SUITE 302 B/7UMINOUS CONCRE7E� PAVEMENT SEC TION RG�JIOI Y`� U 1:'iE BEVERLY,MASSACHUSETTS 019115 WESTBOROUGH,MASSACHUSETTS.01581 •� Q TELEPHONE: (978) 299-0447 TELEPHONE:(508)871-7030 GRANITE CURB DETAIL 2 9/12/12 REVS PER PLANNING MEETING MJN CE �, (NOT TO SCALE) �p ��� �► � WWW.MERED AN-ASSOC.COM (NOT TO SCALE) L Z NOL 5408 PWA 1 7/26/12 REVS PER PLANNING DEPT MJN CEW ���fA 1 : DWG. No. 5408-DETAIL ' SHEET No. 5 OF 5 PROD CT - NO. DATE DESCRIPTION BY CHK'D Copyright A by Meridian Associates;Inc.All rights resmed --- ,-- - Notice J tI CITY OF SALEM PLANNING BOARD Notice of Decisions At a regularly scheduled meeting of the City of Salem Planning Board held on Thursday, September 20, 2012 at 7:00 p.m. in Room 313 at City Hall Annex, 120 Washington Street, Salem Massachusetts, the Planning Board voted on the following item: Request of WILLIAM WHARFF for a public hearing under Section 9.5, Site Plan Review, and Section 8.1, Flood Hazard Overlay District, of the City of Salem Zoning Ordinance, for the property located at 162 FEDERAL ST(Map 26, Lot 96). The proposed project includes the conversion of the existing building to eight (8) residential units and associated parking and landscaping. Decision: Approved Filed with the City Clerk on September 25, 2012 This notice is being sent in compliance with the Massachusetts General Laws, Chapter 40A, Section 9 and does not require action by the recipient. Appeals, if any, shall be made pursuant to Chapter 40A, Section 17, and shall be filed within 20 days from the date which the decision was filed with the City Clerk. f ❑ Abutter Notice OR XNotice of Decision ❑failed notice to a bg to list certified by Assessor (Date:yL2.0 Initial : ) tailed no gicl to the o n folllanning Boards of abutting cities and towns (Date �JInitial Office of the Planning Board 22 Monument Avenue Swampscott, Massachusetts 01907 Peabody Planning Board Office of Community Development & Planning 24 Lowell Street Peabody, Massachusetts 01960 Lynn Planning Board 3 City Hall Square Lynn, Massachusetts 01901 Marblehead Planning Board Abbot Hall 188 Washington Street Marblehead, Massachusetts 01945 City of Beverly Planning Board 191 Cabot Street Beverly, Massachusetts 01915 Town of Danvers Planning Board I Sylvan Street Danvers, Massachusetts 01923 a u CITY OF SALEM ASSESSOR'S CERTIFICATION OF ABUTTERS AND "PARTIES IN INTEREST" n BOARD/COMMISSION: Planning Board R E C Kl-- PROJECT SITE: 162 Federal Street(26-0096-0) MAR 21 2012 DEPT.OF PU.NNK'O& DESCRIPTION OF REQUIREMENT: Parties in Interest: COMMUNII N The applicant Abutters Owners of land opposite any street or way Abutters within 300 feet Planning boards of abutting cities and towns [ 1 Assessor's Certification on Applications to the PLANNING BOARD for Site Plan Review, Waivers of Frontage,Wetlands and Flood Hazard Special Permits,Wireless Communications Special Permits,Cluster Development Special Permits,Planned Unit Development Special Permits, and Business Park Development Special Permits. - This is to certify that the time of the last assessment for taxation made by the City of Salem, the names and addresses of those listed on the attached sheets are"parties in interest" (as defined by Massachusetts General Law Chapter 40A, Section 11) to the parcel(s) of land listed above as the project site. Assessor's Signature: � � Date: 3 a 1 a Number of initialed pages attached: 3 Once Certified, Return to: Department of Planning and Community Development • ».� ""`°".,+.mow. f, "°.,"�.,...�..� __ l�.i���xerleetir�aruily s��hVCtY �� �1.5• ,y�� ' ��y M.S. •ry G'1 � �/ •.fir `n 1 tf•'y�,�,':" 'S �• . ,• \ 1 �;�," ty..` Sts f - yq, J\1 X555 RG 5 {!l rfllY t r' `5 1 ell x x� } f' Salem City Hall 93 Washington S Phone: 978-745- City Hall Hours of Operation: Monday, Tuesday & Wednesday yh0 Vhai 11no I J 15_0305_0 i 2� 5_0113 802 ✓ ! HIGH ROCK BRIDGE STREET,LLC DESAUTELS DARCY 275 GROVE STREET STE 2400 165 FEDERAL ST UNIT 2 j NEWTON,MA 02466 SALEM,MA 01970 25 0074_0 1 25 0072_0 HIGH ROCK BRIDGE STREET,LLC ANDRUS ZENOBIA DANA j 275 GROVE STREET STE 2-400 ! 166 FEDERAL STREET jNEWTON,MA 02466 SALEM,MA 01970 I 26_0002_301 25_0115_0 ROMAN CATH ARCH OF BOSTON I GORDAN ANA M 161 FEDERAL STREET 167 FEDERAL ST SALEM,MA 01970 SALEM,MA 01970 { 26_0002_302 2501160 ROMAN CATH ARCH OF BOSTON CHARETTE ROLAND/CHARETTE JASON 161 FEDERAL STREET 169 FEDERAL ST SALEM,MA 01970 SALEM,MA 01970 - 26_0002_303 ✓ 25_0714_0 ✓ { ROMAN CATH ARCH OF BOSTON I MORONG EDWARD 161 FEDERAL STREET 2 GRIFFIN PLACE SALEM,MA 01970 SALEM,MA 01970 ! I 25_0111_0 ✓._ _�.'_-_ ._-_ -___-____--__ JAMES KURT A 159 FEDERAL ST SALEM,MA 01970 25_0112 0 ROMAN CATHOLIC ARCHBISHOP ! 161 FEDERAL STREET i SALEM,MA 01970. i 26 0096 0 HEALTH AND EDUCATION SERV INC 162 FEDERAL ST SALEM,MA 01970 j i L � 25_0073_0 BIMBO PETER P 164 FEDERAL STREET SALEM,MAH 01970 i 25 0113 801 ✓ ( ! PRATT HARRY A 165 FEDERAL ST UNIT I SALEM,MA 01970 CITY OF SALEM v - o PLANNING BOARD City of Salem Planning Board 978-619-5685 Will hold a public hearing under Section 9.5, Site Plan Review, and Section 8.1,Wetlands and Flood Hazard Overlay District, of the City of Salem Zoning Ordinance, at the request of WILLIAM WHARFF for the property located at 162 FEDERAL ST (Map 26,Lot 96). The proposed project includes the conversion of the existing building to eight (8) residential units and associated parking and landscaping. Said hearing will be held on Thursday,April 5, 2012 at 7:00 PM,in Room 313,Third Floor of 120 Washington Street. A copy of the application and plans are on file and available for review at the Salem Department of Planning&Community Development, located on the Third Floor of 120 Washington Street. Charles Puleo Chair Salem News, 3/22/ &3/29/12 120 WASHINGTON SEREET, SALEM, MASSACE¢SE'rrS 01970 • PEtovE 978.619.5685 FAX 978.740.0404 • wWW.SAE.EM.COM 01abutter Notice OR 0 Notice of Decision 911M iled notice to abutter list certified by Assessor (Da : IZInitials: ) i failed notice to the ollowing Planning Boards of abutting cities and towns (Date:-1 z 13-Initials: ] Office of the Planning Board 22 Monument Avenue Swampscott, Massachusetts 01907 Peabody Planning Board Office of Community Development & Planning 24 Lowell Street Peabody, Massachusetts 01960 Lynn Planning Board 3 City Hall Square Lynn, Massachusetts 01901 Marblehead Planning Board Abbot Hall 188 Washington Street Marblehead, Massachusetts 01945 City of Beverly Planning Board 191 Cabot Street Beverly, Massachusetts 01915 Town of Danvers Planning Board 1 Sylvan Street Danvers, Massachusetts 01923 gW# th6 KIt�E�erley Driscoll, Mayor 4P 4 r: FTI 4#@90 El y Salem City Hall 93 Washington S Phone: 978-745- City Hall Hours of Operation: Monday, Tuesday & Wednesday CITY OF SALEM PLANNING BOARD 1011 APR -4 P 1: 21 FILE # CITY CLERK.SALEM,MASS. City of Salem Planning Board 978-619-5685 Will hold a public hearing under Section 9.5, Site Plan Review, and Section 8.1, Wetlands and Flood Hazard Overlay District, of the City of Salem Zoning Ordinance, at the request of WILLIAM WHARFF for the property located at 162 FEDERAL ST (Map 26, Lot 96), and a portion of the property located at 150 FEDERAL ST (Map 26, Lot 2). The proposed project includes the conversion of the former convent building to eight (8) residential units and associated parking and landscaping. Said hearing will be held on Thursday, April 19, 2012 at 7:00 PM, in Room 313, Third Floor of 120 Washington Street. A copy of the application and plans are on file and available for review at the Salem Department of Planning & Community Development, located on the Third Floor of 120 Washington Street. Charles Puleo Chair Salem News, 4/5 & 4/12 Rog" If olti Hsi' a. /"Z,/ -Ph 1n WM obw ,w 1 120 WASHINGTON STREET, SALEM, MASSACHUSFTTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM �k H y� ' APR 0 4 ?01 p CITY OF SALEM CQEPr o�� ral l,"I,:.. ASSESSOR'S CERTIFICATION OF ABUTTERS Aftlt wr'rr.�Z "PARTIES IN INTEREST" BOARD/COMMISSION: Planning Board PROJECT SITE: 150 & 162 Federal Street (26-0002-301) & (26-0096-0) DESCRIPTION OF REQUIREMENT: Parties in Interest: The applicant Abutters Owners of land opposite any street or way Abutters within 300 feet Planning boards of abutting cities and towns [ Assessor's Certification on Applications to the PLANNING BOARD for Site Plan Review, Waivers of Frontage,Wetlands and Flood Hazard Special Permits,Wireless Communications Special Permits,Cluster Development Special Permits,Planned Unit Development Special Permits, and Business Park Development Special Permits. This is to certify that the time of the last assessment for taxation made by the City of Salem, the names and addresses of those listed on the attached sheets are "parties in interest" (as defined by Massachusetts General Law Chapter 40A, Section 11) to the parcel(s) of land listed above as the project site. Assessor's Signature: Date: Number of initialed pages attached: Once Certified, Return to: 7 Department of Planning and Community Development s- lc�wtvld -KicnF,yerley { Z= Eye ❑+ El ~ ®c^a. I ' [Pa 'U+ Salem City Hall 93 Washington S Phone: 978-745- City Hall Hours of Operation: Monday, Tuesday & Wednesday VLT- 15 0305 0 _ 26_0002_302 25_0113_801 HIGH ROCK BRIDGE STREET,LLC ROMAN CATH ARCH OF BOSTON PRATT HARRY A 275 GROVE STREET STE 2400 161 FEDERAL STREET 165 FEDERAL ST UNIT 1 NEWTON,MA 02466 SALEM,MA 01970 SALEM,MA 01970 25_0074_0 26_0002_303 25_0113_802 HIGH ROCK BRIDGE STREET,LLC ROMAN CATH ARCH OF BOSTON DESAUTELS DARCY 275 GROVE STREET STE 2-400 161 FEDERAL STREET 165 FEDERAL ST UNIT 2 NEWTON,MA 02466 SALEM,MA 01970 SALEM,MA 01970 26_0552_0 25_0107_0 25_0072_0 LAROCHE MICHAELINE D HENRY THOMAS J ANDRUS ZENOBIA DANA 6-"Fi2H6�-/y21 I„ � / 151 FEDERAL STREET 166 FEDERAL STREET SALEM,MA 01970 7 re �� SALEM,MA 01970 SALEM,MA 01970 25 0212_801 '' II 25_0108_0 25_0115_0 ROSS JEREMY L GORDAN ANA M 145 FEDERAL STREET Ul JM 153 FEDERAL STREET 167 FEDERAL ST SALEM,MA 01970 ' 1 SALEM,MA 01970 SALEM,MA 01970 25_0212_802 25_0109_0 26_0571_0 DALTON MAUREEN S COLLINS THOMAS J CIMON RONALD 1 145 FEDERAL STREET U2 155 FEDERAL STREET 52 FLINT ST APT 3R SALEM,MA 01970 SALEM,MA 01970 SALEM,MA 01970 25 0212 804 25_0110_0 26_0001_0 ` - HYPES SHELBY C COLARIS IILLLC 145 FEDERAL ST U4 _ 1 157 FEDERAL STREET 18 CROWNSHIELD ST SALEM,MA 01970 �G'd V 1 SALEM,MA 01970 PEABODY,MA 01960 25_ 0212_803 25_01110 25_0114_0 MORAN AMY C JAMES KURT A MORONG EDWARD 145 FEDERAL ST#3 159 FEDERAL ST 2 GRIFFIN PLACE SALEM,MA 01970 SALEM,MA 01970 SALEM,MA 01970 C 26_0639_0 25_0112_0 26_0569_0 SALEM CITY OF ROMAN CATHOLIC ARCHBISHOP 161 FEDERAL ET SALEM,MA 01970 SALEM,MA 01970 '/Z 25_0106_0 26_0096_0 26_0570_0 ARCHAMBAULT JOSEPH F HEALTH AND EDUCATION SERV INC JAHO NIKOLETA 149 FEDERAL ST#2 162 FEDERAL ST 6 HARRINGTON COURT SALEM,MA 01970-3243 SALEM,MA 0170 SALEM,MA 01970 26_0002_301 , 25_0073_0 ROMAN CATH ARCH OF BOSTON BIMBO PETER P 161 FEDERAL STREET 164 FEDERAL STREET SALEM,MA 01970 SALEM,MAH 01970 S Abutter Notice OR 0 Notice of Decision El"Mailed notice to abut r list certified by Assessor (Date: WIZ Initials: ) L�Mailed notice to the followinPlanning Boards of abutting cities and towns (Date: y 4 i2 Initials: � ): Office of the Planning Board 22 Monument Avenue Swampscott, Massachusetts 01907 Peabody Planning Board Office of Community Development & Planning 24 Lowell Street Peabody, Massachusetts 01960 Lynn Planning Board 3 City Hall Square Lynn, Massachusetts 01901 Marblehead Planning Board Abbot Hall 188 Washington Street Marblehead, Massachusetts 01945 City of Beverly Planning Board 191 Cabot Street Beverly, Massachusetts 01915 Town of Danvers Planning Board 1 Sylvan Street Danvers, Massachusetts 01923 i 4 f'➢;`, 4.. . i r'R Fit'!'• <""'i v >> 5 ' sens Ae sr ey riscall, mavor n�S�t���� • � f � ' C= Q Fn tP R+ Salem City Hall 93 Washington S Phone: 978-745- City Hall Hours of Operation: Monday, Tuesday & Wednesday ISO (�2 ff � Is4- ML 111✓C� 15_0305_0 26_ PR 0002_302 25_0113801 HIGH ROCK BRIDGE STREET,LLC ROMAN CATH ARCH OF BOSTON ATT HARRY A 275 GROVE STREET STE 2-400 161 FEDERAL STREET 165 FEDERAL ST UNIT 1 NEWTON,NSA 02466 SALEM,MA 01970 SALEM,MA 01970 25_0074_0 26_0002_303 25_0113_802 HIGH ROCK BRIDGE STREET,LLC ROMAN CATH ARCH OF BOSTON DESAUTELS DARCY 275 GROVE STREET STE 2-400 161 FEDERAL STREET 165 FEDERAL ST UNIT 2 NEWTON,MA 02466 SALEM,MA 01970 SALEM,MA 01970 I 26_0552_0 25_0107_0 25_0072_0 LAROCHE MICHAELINE D HENRY THOMAS 1 ANDRUS ZENOBIA DANA 376 ESSEX STREET 151 FEDERAL STREET 166 FEDERAL STREET SALEM,MA 01970 SALEM,MA 01970 SALEM,MA 01970 I 25_0212_801 25_0108_0 25_0115_0 LABONTE KATHLEEN ROSS JEREMY L GORDAN ANA M 145 FEDERAL STREET UI 153 FEDERAL STREET 167 FEDERAL ST SALEM,MA 01970 SALEM,MA 01970 SALEM,MA 01970 25_0212_802 25_0109_0 26_0571_0 DALTON MAUREEN S COLLINS THOMAS J CIMON RONALD 1 145 FEDERAL STREET U2 155 FEDERAL STREET 52 FLINT ST APT 3R SALEM,MA 01970 SALEM,MA 01970 SALEM,MA 01970 25_0212_804 25_0110_0 26_0001_0 CRITTON SUSAN EVANS HYPES SHELBY C COLARIS IILLLC 145 FEDERAL ST U4 157 FEDERAL STREET 18 CROWNSHIELD ST SALEM,MA 01970 SALEM,MA 01970 PEABODY,MA 01960 i 25_0212 803 25_0111_0 25_0114_0 MORAN AMY C JAMES KURT A WRONG EDWARD 145 FEDERAL ST#3 159 FEDERAL ST 2 GRIFFIN PLACE SALEM,MA 01970 SALEM,MA 01970 SALEM,MA 01970 i 26_0639_0 25_0112_0 26_0569_0 SALEM CITY OF ROMAN CATHOLIC ARCHBISHOP CLEVELAND LAWRENCE B 161 FEDERAL STREET 1 HARRINGTON COURT SALEM,MA 01970 SALEM,MA 01970 i 25_0106_0 26_0096_0 26_0570_0 ARCHAMBAULT JOSEPH F HEALTH AND EDUCATION SERV INC JAHO NIKOLETA 149 FEDERAL ST 42 162 FEDERAL ST 6 HARRINGTON COURT SALEM,MA 01970-3243 SALEM,MA 01970 SALEM,MA 01970 i 26_0002_301 25_0073_0 ROMAN CATH ARCH OF BOSTON BIMBO PETER P 161 FEDERAL STREET 164 FEDERAL STREET SALEM,MA 01970 SALEM,MAH 01970 I s1a snsoo\ SASS SASS S1SSIIO\ SAO*\ SNISIA s\Sql\ s-\Ss4o\ s;044\ snse s-\SS4\ snae s-\Se S-\Ss4o\ s s s s Home Monday, April 02, 2012 CITY OF SALEM PLANNING BOARD 978-619-5685 WILL HOLD A CITY OF SALEM PLANNING BOARD 978-619-5685 will hold a public hearing under Section 9.5, Site Plan Review, and Section 8.1, Wetlands and Flood Hazard Overlay District, of the City of Salem Zoning Ordinance, at the request of WILLIAM WHARFF for the property located at 162 FEDERAL ST (Map 26, Lot 96). The proposed project includes the conversion of the existing building to eight (8) residential units and associated parking and landscaping. Said hearing will be held on Thursday, April 5, 2012, at 7:00 P.M. in Room 313, Third Floor of 120 Washington Street. A copy of the application and plans is on file and available for review at the Salem Department of Planning &Community Development, located on the Third Floor of 120 Washington Street. Charles Puleo, Chair SN 3/22, 3/29/12 Appeared in: The Salem News on 03/22/2012 and 03/29/2012 Printer-friendly version PE§ E-mail to a friend Home I Privacy Policy I Terms of Use I About Us I Contact Us © Copyright 2001-2012 Legacy.com All Rights Reserved 0 CITY OF SALEM PLANNING BOARD City of Salem Planning Board 978-619-5685 Will hold a public hearing under Section 9.5, Site Plan Review, and Section 8.1, Wetlands and Flood Hazard Overlay District, of the City of Salem Zoning Ordinance, at the request of WILLIAM WHARFF for the property located at 162 FEDERAL ST (Map 26, Lot 96), and a portion of the property located at 150 FEDERAL ST (Map 26, Lot 2). The proposed project includes the conversion of the former convent building to eight (8) residential units and associated parking and landscaping. Said hearing will be held on Thursday, April 19, 2012 at 7:00 PM, in Room 313, Third Floor of 120 Washington Street. A copy of the application and plans are on file and available for review at the Salem Department of Planning &Community Development, located on the Third Floor of 120 Washington Street. Charles Puleo Chair Salem News, 4/5 & 4/12 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM Page I of I w� no w aq '1 +li iPi e i , 45 TAX ^lea 7x P ti d jt07�. 3. yy 4 w H IauuXilfeA` `9�fti' !-Ia ne Monday,April 23, 2012 CITY OF SALEM PLANNING BOARD 978-619-5685 MILL HOLD,A City of Salem Planning Board 978-619-5685 WF hold 4 p., C Wdry wWs Sc Lon 9.,5', Site Plan Rev, ew, and S- =ion 8.1, `.vc',iands aad Flee-' H,✓aro Ovany Ds, ;, of of C .y .;t S d(iin 7.;rinq O m arce, at , u, ..clue:.: >' vVT,i..l..tAM 'WH AR.F for da. p p-r'ty treated 162 FEDFRA.L ST (vi;j 26, Lot 910L ar a yr omwn a LF'e 0 ooe,-t lov et_Y a;. 150 FFD-.RA ST (Map 2, Lot. 2). T-c f -,cteiad p c,te., in_ Y,:e, Itne ronvo _ca of 42 i..L_er cm,vow b Y ang N eyk ,h, acciv ars and ans,omad par,cu g and it v .,caipr g. Said ho-ar g Will be hod on Ilaucst /. A;:ril 19, 2032 A ?:0G Ph1, is Root 311 Ard Noor aF 120 WagNiMon Steer. A copy of wha ap,.caC,or, u lo ,,.'ns a c oi- Flle av r avavL'o-e r, .vc vY at: t_ .hv-_n Depariuml ct P a>,ning E:Cxmwnv0 Dn egrmant, u aod ova ,lc thud Noor of 120 Si Pair, ),ei S°1 4-5,4&&:2 A S ea ad in: The Salem News on OVOW202 and 0q1 20112 >n'; moo t9 a nww Home ( Privacy Policy I Terms of Use ( About Ua ; Cora Lac+Us Cuwqb, 2001-2017 Lvg acy.cu- AH R,gla s R.. med oerolrAb �y CITY OF SALEM PLANNING BOARD O LA R1NEY 60V�F5 120 WASHINGTONSTREET 02 1R $ 00.460 SALEALEM,,MAMA 0Iq']O 0006557030 SEP 26 2012 MAILED FROM ZIP CODE 019 70 26_0096_0 HEALTH AND EDUCATION SERV INC 162 FEDERAL ST SAL2M,MA 01970 o - � NIXIE - 015 5E 1 - 00 10107/12 1, .9F.TUPN TO .SENDER NOT DELIVERABLE AS ADDRESSED 1 { UNABLE TO FORWARD N. n7 o7n.(d77e - - l i 1 CITY OF SALEM Y ' Y PLANNING BOARDo F2 rl Notice of Decisions At a regularly scheduled meeting of the City of Salem Planning Board held on Thursday, September 20, 2012 at 7:00 p.m. in Room 313 at City Hall Annex, 120 Washington Street, Salem Massachusetts, the Planning Board voted on the following item: Request of WILLIAM WHARFF for a public hearing under Section 9.5, Site Plan Review, and Section 8.1, Flood Hazard Overlay District, of the City of Salem Zoning Ordinance, for the property located at 162 FEDERAL ST(Map 26, Lot 96). The proposed project includes the conversion of the existing building to eight (8) residential units and associated parking and landscaping. Decision: Approved Filed with the City Clerk on September 25, 2012 E This notice is being sent in compliance with the Massachusetts General Laws, Chapter 40A, Section 9 and does not require action by the recipient, Appeals, if any, shall be made pursuant to Chapter 40A, Section 17, and shall be filed within 20 days from the date which the decision was filed with the City Clerk. ____ - __-- __ a _ _ _ ___ ___ _______ __ ____ _ _ _ ____ _ ___ _ _ _ _ ___ __ _ _ ___ _ _ _ _ . .._ . _ ___ , - - - _ - - -- - 1 . . . . . . . . . . .. . . . . . . . _ .. . . 1. .. - . . . . - . . . I . 11� I I .1 I . ' .. . . .. ' . ­ ­ 11. 1 . I . 1 . . . . 1 . � - . - . 11 . . . � ­ . I * . . , S_f-T_F . .-P_E V_El opff-eyv-T . PL�A . . . . . , : . . . . ., . . - . . I I - � I . .. I . . . I . .� . I I I. .. . I . . . . . I ­'. . . . . . ' . . ' . ­.� . 1 . 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MAP 25 LOT 74 L , . /. I ' SALEM-SWAN REALTY LLC. . . . R .X 1 401 BRIDGE ST. " . � . RECORD 0,r l�WIV i . 0 . . . . . . 1. . .�- . _ : ICL',:. - INC . / ' • MAP 25 LOT 73 . 1 . I . LALTII AN L'I�UC ON SE'RTl . . J. DA McLEAN .I. TRUSTEE . /. . >6'2 FL'I�L'RAL ,STRBL'T . 11 OF THE . . .. d DAND McLEAN a a: �'Y . . REVOCABLE TRUST 11l t . -_ s . . � SALC111; 0>�9 i O . ,164.FEDERAL ST. . . _ . o I 0 P �I . = . E . . ` f o . 0 0 F . s . . . c - . - .. . 411 . . . .. . . . . . . . - . . - . . .. . . . - . . � . . . I. . : . . . . . . . . . . �; - 4 .. PREPAAE,0 BY• . �, . . - . . . o . 1. • . . . � . . . . I . . . . . . .. . . I0 . I . . . . 1 � . ASSOCIATES . . � .. .. . I . Q . . - ' 'I . . . . . - . ' STREET,SUITE 302 . B - ' . . 0 69 MILK S OS BEVERLY CENTER 0 915 WESTBOROUGH,MASSACHUSETTS 01581 . . T . O . ... . . /�/. % TELEPHONE: (978) 299-0447 TELEPHONE:(508)871-7030 .. . . . .. . S . . T _ . . . . S .COM . . : . . . WWW . . �MERIDIANA SOC . - - . . _ . , . 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THE PURPOSE OF THESE_PLANS IS TO ACCOMPANY AN APPLICATION F R=7.89 IN V\ A CONCRETE - RETF SIDEW � ALK : OF AND TI AEPLANNED \ D. 2 OR A A 3.6 /NV. D UN DEVELOPMENT PERM �O BE FILED WITH VT74 �N COMMISSION . SSALEM _ �� Rq/N E ClCI TY F -PLANNING _ : BOARD. 30 B-2.3 /NV. � CATCH BASIN . W/DE WER C C-2.3 .: R-7.47. . S. ERT ,O D AIN MANHOLE O INV. 3.4 D UTILITY . TOPOGRAPHY, .SITE DETAIL & SURFACE`IMPROVEMENTS AND RECORD _ O S N R=Z 70 N . � MFORMA 77 N H INV * � :.; DEPICTED HEREON WERE-OBTAINED FROM A PLAN ENTITLED PLAN OF.LAND � •. � AND ' 2 = DRAIN MANHOLE A-2.3 INV - 162 FEDERAL STREET" PROVIDED BY BY NORTH 'SHORE SURVEY COR Y PORA TION OF SALEM, _ _ - D R-8.68 -INV S jD MA A TED DECEMBER 27,• 2011. . : G �' _ . S ,S _ T R . • A 4.4 /NV B C-1.7 I G „ REE T' 'T J. THE LOCUS PROPERTY DEPICTED IS LOCATED IN RESIDENnAL B=:4.6 . .. D 12 DRA/N: DRAIN..MANHOLE : TWO FAMILY (R2). Q G O _ . '_"_`-- R-8.51 INV. S D �S S 4. THE LOCUS PROPERTY IS DEPICTED AS.LOT 96 ON CITY OF SALEM ASSESSOR'S MAP 26. ,O 1 A=4.4 INV. ATC BASING � S 30"W/DE N O _ SE F 8.73 G B-4.3 . WER CU v HARK TDP SPINDLE . S LVE UNDERGROUND UTILITIESSHOWN ARE. APPROXIMATE '_'`"--••-,:.,_, BENCHMARK S RT ATE AND ARE BASED ND . G V H. ,, _ HYDRANT = 11.69, •. S - � o oA PLAN.ENTITLED- EXISTING CONDITIONS PLAN PROVIDED BY BY DONO `zb-oHw H HOE AND • :. . 3 G 0 PARKHURST, INC OF TOP F ELD, MA DATED N01/EMBER 14, 2011: THE CONTRACTOR PRIOR GRANITE CURB-TBR S W/0�- SE- I' TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY .THE LOCATION OF ALL U - J L VERT 7JLl71ES AND yr G CONTACT DIG SAFE. AT,1-888-344-7233. _�3- G DRAIN MANHOLE CON H � G. �, , CRET 7 G DRAIN MANHOLE R=9:32' OR B/T ED OR.UNWRITTEN EASEMENTS WHICH MAY R-9.9 C . � , , SUMP-4.1 , 6. 'THIS PLAN DOES NOT SHOW ANY UNRECORDED CUL VER L 1 . . '' T::::::�: • '-.••-' -.•.'•".,... .. EXIST. EWgL _D I GUY . ..:•-•. .. _ CH .BAS . . . 'CAT IN , R-8.34 INV=? 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WHAilv• • SCALE• > 20 DA TE.: .JANUARY 25, 2012 - 12.0' 14.5' PORCH o urMyj • ERIDIAN 1, 8.6 E ASSOCIATS -. l 500 CUMMINGS CENTER,SUITE 5950 ��C � ;.- R, 69 MILK STREET,SUITE 302 - • � REVISIONS • . a 5BEVERLY,MASSACHUSETTS 01915 WESTBOROUGH,MASSACHUSETTS 01581 TELEPHONE: (978) 2990447- TELEPHONE:(508)871-7030 W W W.MERIDIANASSOC.COM ®MAL .. FEDERAL S SHEET No. 2 OF 5 PROJECT. No. 5408 - DWG 5 R C Y OTHER NO. DATE DESCRIPTION BY CHK D 2�0 _ Copyright Meridian Ass ociates,Inc.All rights reserved i I I . I -mpwwwmplw . 11 .1 I -, ­ __________._ ________-- � . . I . - .... . . - . . � . I . . . --- _-- - -__________ I - _ __ - __ __ - ___ , __ . . I � ­__ ______ -- -----.-- � . -------.--- ____ -----. . . . . . ___ - - I . I , --' - - T , - - - , , , - - ------ : -__. - . �. 1. . . . . ­ . . I . . � . . ____ --- -_ ------- - . . � . . 1 . � � � . I - 1 . . . .. . . ­ � . . � . . . .. . I. . I . I � . I . . . . � .. � . ­. . . . I . .. I. . I I .. 1. .. 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I � . . . - OPOSED INFIL IRA 71 N 1", __P_ . . � . � I I . . � ­ I . . ­ . . . . . 1 . �. �. . . . . . . � . I . I . I . . . . . . . � . I . . PR* . ON . . .. 1� " d . . I . .1 . I /� - - . ORDINANCE FOR 7HE MULIT-UNIT R2 DISMICT-' ' ' � . � .. I . ... � . .. . . . ­. � ..�p 1� - I ­ . . . � . ... . . . I I I . . 1. . ... � I I I .1 I . . . . . I I ­'­�,, ' .. LIMIT OF BORDER � .. . I . � . . . . . . 1­,�'�'� �Zl, I . . � � . . ��'il'��:�lf;`,,4,,­,".`!,i� 11 . - I I . .. . . . . . � .. - I I � _ . � I . . . . � . ' . . . . . � 7 - . . . . . 1. � ! . .. . . . . � . I � . . . I . I . I . . I . '�' - "I'_ �, ' - � CO - � . : I I . � 11�1"ON"k,i-i -, . ­I . . . I I . . . , , ki�,'� ll� . / I . � - �111111�1,��"'A . . . . . . 11 , I 4_�i�, �� �1, I �. . .. . . . I .. . . . . � , , ""- ,, , ��, - . I . . . . - -- i.`�S- --S� 0, .. I . . I I. . . . . � . . , . I � . . i' ' .,, PRO-A ED , FUR_fTY-GA'TFl4 I. : LAND SUB,ECT T, . I . . " . CLEAN OUT . . . I 1 . I . � . . . . .. I . . . . 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I I . ­ : . I . . I ONE AND ONE-HALF(1.5) SPACES PER DWELLING UNIT WTH . .. I . . I . . .. . I . . . / ,. I . .. . . I . � I . .. . � . . . I I .. I .. . . . . I . I . . � .. . . . . I I . . . . . I . 1. � . . � 1. . I . . I . I . . . �. . . � 000 ____ _11-1-t � .. I . . . . � . . . � I . . - � . . : PBB ' . 1 . .1 . . .1 . . " 1 . I . � . . � . . � I I I -C `t­`�!-'­',� '�` . . I A MINIMUM OF TWO(2) SPACES , ,, , - � . . . � . . . I . ­'-�- . I ---ft..ft . �, I . I . I _x;,,',,� ""'!",-_,-',,� 1�1` . . . . � . I I � . � . I .... . : I . . . . . � . 1 . . . . . . I 000000, 1�. - -,��, ",�,�'­��!�,­�, . I . . . .. 1. . I . . = PROPOSED BITUMINOUS BERM . . . . . . I ,"", . . .. . I . I . I . . I � � . 1 . I . i . . ; . .......� - . I 1. . . I . 1. . . . EROSION CON7ROL AND SEDWENTA77ON NQMS�- I . I , I . . ,��!�­� . I . � , " " . . � . . I . . . I . . -, , . . . I . I . . . . . . 12" OU TLE o .. 7�,,! I . I . . . . . � ",, . . . .. � . . � . . I _�11`I�4'il,, "I 'll'', I . 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"I'l_ I . . . . " , I . I I ", �, �, ­�_ . . � . . 1`�""" � �,,,-, � I : ,tlll`llN�tttt't,�, I � . . I . . I . . I, .. . . . . . I . � . , I . I K'111"',_,�_ ­�. ..... 'i,,,�,,,, I � - .. . I I � � ll,� ,�, _ . . . . I . I � . I . . . . . . . . . � . .. . . . � 1­1�1 ,I _ . I . I . .. I . ­.­,,­,, I . . . I . I -, I f I . . 1� ,. . . 7", �, I I ,'�` '. . . . I I I . I . . . __ , LEGALLY DISPOSED OF OFF-SITE. . . I . . ''I _. I �,_ " PROP I I I . . "K",j,�� `­ � I I . . . I iV2 J­ (I . . I .. I I I . I I . I . . I . ­ � . . . I I'll""1�'ll ll�l I,—� - I - , , � * , . .. . -_ . PA VED AREA 1 . . . . 11 I 11�1111`1'� ��_ " I I , , � . . ....... ,, � ..... ��,� �� , I , ,, ,, ,, ,, ,, . I I . . . ,-p 11 � ;, PROPOSED PROPERTY LINE . '. I . . . , OSED . I . . . . ,,,� "Ill � �,,�ii;'�, R . I . . , . 1. p .. . I I I . -11 �I . . . I . I . . "' . . - . . . I . � . 711��� 11 ­ .. 0 11�11,'11'el W . . I .. . . . . . I � �l lll�N`10 ,�,,�!;, . . . . �l � . . I., . I . 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''I `�ll ,� �l . : - I . . . � . . I . I . . I . . . .. . . . I -, . . . I . � I . .. . "ll, "�� !�, . I . . . . . . � . .. . , " , ,�-­`_­� I � . . � � . . � . . I DISPOSED OF ONSITE AS-DlREC7FD BY OWNER. -SHALL . " " . I I . 11,_iz �`� I . . . I . � . I , , ­�- :,"ag", , . � � . - .,. . . . . . .. . . . � . � . .. . . I. ... . . . � .. . .. I �. I I . .. - . . I - . I . I ,;,,, �,l . � , , . . . I T�,-�­,, - --;,`- " -: I . .I I � I ­ . I 4 " ,,, . I . I I : � �111, ",l ,,�_ . TOPSOIL PILES .. I�� U, ll_',':,�'I�il�41,` ,�,�,��.� � .. I I- _. . , . * . . . . �� , I . . . I . . . . , "" I . . . . . . 1 ;-3: \ i,�,�,- ,� �>,_, u�1�11F"� . . ,�i - R , � " -11�,�,-,k� - . . . . .. . . .1 . . I - . I. . � : * . - . I . . . . ,,,, � , . . . . . . . . ,��,f 1�_111�1,�_�11.­ . . I . . . . � ,�w "', , ;_�l . . . . SOIL Loas� . . . . - . I I . ,. REMAIN SEGREGA TED ,FROM EXCA VIA TED SUBSURFACE SOIL MA 7ERIALS. '- - . . . " _­_ I . . I . � . . . . ,�,�l 11 � . ­ I I I . � . . I . . . . . "I --l-, I . � . � . . . �. . � � . I I . I I . I . I . , . -_ - . I SEE RECORD CONDITIONS � . . I . I � . I . . . . . I ... i ,L -1 I I � . . ,46,,," I'll ­�, " " � . . . - ... . . . .DA 7E. DECEMBER 21, 201 1 . - I . . , , " , " ' . . � I ,,, ,,, ,, ,, , . . . . . T ., ,!�"r � , I . . I . . . � I I I . . _ . � � . . � . I \ � 10..'r I , _ " . . . . . . z-- , " , , I - . �� . .. � . . ' I . .. � I "!T,,��,��,,��­,,,Z.,',��,�,,� . --- . I I . 1.11 I . . . I I . . . .. . I� , 1,�,, . . . � � I , �,I ,�', . - I . � I . . . . . . . ... ...s,��, `�z � . I � . 6., ADDIT70NAL EROSION . '' ,,, '' ---- '' '' . , ,j�.-,� '"' , I - - - .. I . . . : . . . .. . CONTROL MEASURES SHALL BE IMPLEMENTED AS 1-11-11, I . . . . I � � � � . � * I I . .. . . . �. ," � . . .. . . I I C . . . . - . . . . . I � , "I - "' -, . ­ I. PLAN FOR EXISTING . COND177ONS WA RRA N T OR A S DIREC TED,B Y THE.- 0 WNER OR 6 KNER'S ! . � � � . � ,, , ­­ ONDUCTED BY- PETER POMMERSHEIM (SE3046) , I . � I . .1 � I . . � I . . � . ­ , ---�>'f', -k ,1_11 - "I , . . . I . I . . � . . . . .. . I ,��,�­lk­,,�,'l I,1111 . . I . . . I .. . I ' . . I . . . I � I . , -- . I I.- . - � . I . . ., �-11`�,_`lz��111,"I X"',�,,'��,�,Si_ , . . � I I'll, � . I I';'A-,�11-1 IT-1 ­"'­­I- I .4 , ,,__ . I I . . . I . . . . . 11 1­��l 1�-,,�W,,-­ - _�,', . . . I . I I .0F MERIDIAN ASSOCIATES � . � . - � . .. , . I I . . . . . . I . I,l -­-� . . . . . . . > � I . . _��,�T I . I I I .I I . 1 . . � . . . . . I . . I . . . - ---, , ­ . . . . � . I . -1 .1 NOTES & LEGEND - . . . . � . . 0 ' g,"," "'�, ",""'ll "Affil"ll, L . � .. . . I . . . � 1'��,,,, . . � . , �. . . . I. . . � . . I I . I I . . . I � . . I . . .. . . REPRESEN TA 77 VE. . . I . � _ """g- �,,�',,,�,"�ll 0,I I \I -A - . . � � I I I � I . . I I . . 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MAP 2-5 LOT 74 - - I �,,",l_ LL I . . .. .. . ,t,_-�,Pi`�_��_41��;� 4 .. . I . � . . . . . . I . I . I I I I . .. I . . . I . . � . - I . I . . , `�-­�,-,,,,z ,-, ,� I � I . I . . . . 1" - "� I � __ . � I . . I . . . I . _,", . . ; � .. ,�, � 117777 ,,� ,�,_ . I . I . . I SALEM SW 11 �, -j, - � I . I . I I ,. I TO PREVENT 7RACKING OR FLOWING OF SEDIMEINT ONTO PUBLIC ROADS.- ., i . . .1 � AN REAL TY-LL C. :401 . """ ,_ . ,___ I I I . 11 . ELEV=18.1± . . . . .. . . . �� I . .. 1. . I . . . . . . � . . I 1. I . . . ' . . . � , ,,,-,-,,�-��"";�""-"""""",�',,'-,�-��",-"""i",�"�'c -," " . � . . . . . .. I . � . . I . . I . . . . . . I . . "I..........�, , -, ",4,2_4\,U-1,�,"""E"t,gl,C ;"���: � . . �_ . . . .1 � . . . .I ' . I . . � . � .� . � ..., I . I I . I I ,_", -"'O",�:�,"'k;­ . I . I',' ,e -4-�-,­n,g'­�, ­ - _� � . . . I I I . BRIDGE ST I : .. I I A ,--'�� , � I I I . . . I I . . . . . I . . I . . I . . - 0 .�_ �7�11 ; '? �,�,� _ �, I .1 �_ . . . � I . I = - . . I . . . . I . . . . 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I I . -12" .GRA VTL PACK � - � . . . . - " , "" ,�� . ,',',��f' -�'�`�l�",,,p"', ,,,�,�,,-��,,,,�,,,,.,�,,,�7'1,,,4 2'! . ---- __�, . . ,,,,",",Y�l','�,,l��,,,,,,,,019", I . Q� ` , . ��f I ,, ,,,,, , � - ,,,, � . . . I--- . I 7,­77�,,�,-!-,-,,,�,,,,4- .".,�M"�­­­3­1­ ­­ "�_,I � I I I . � . . . . : . . . . I . � OL MLEASURES SHALL BE . . � �, ,,:,i"""""'.", 'IV ,,,, z2, !, "A, . . . 9. SOIL EROSION AND SEDIMENTATION CON77? . . I � � I � ... . , ,,, ,; ­ -'--, -."'. , . . . ,_ . .. � . . I I . . . . . . I . . : . . .1 . � . . . . . . . . . . . . I . . . 1, ­ ­­,�,�, ,,� , , ... I * , . 1 -22" ' ASH AND DEBRIS . � I . . . . . I � . __� - . . ,�,�,,, ,��, r", �,,­7,,�­­, ,­- I . . . � . . . I . . . . I . ./ ,"',��u�,,,,,�,,,�,i_-,, ,,�,- , 1. . 12'! . . . I , ", _', "' ' ' ' i­�� . . . . . . � . . � _ _ "" � " , � � - , , , ,___ ,", ,� . � I . . I . . . . � .. . . I . . . . . �_�,11", t -; ' DURING CONSTRUCTION . I � .. . . . I . . . . . . ----* � �, , ,� - , �' " I . I - . _;_ . . . . INSPECTED AND MAINTAINED ON A DAILY BASIS) I . ____ / I I - � , i, ,�,-,,,,�-�,,�-"r",�,7,��,�,�,���,�",��""."""�-,! ",'I , . . �_w_ . . . I - � . 22"_J6" ' Ab-DISTURBED . . . . . . . :. � TO , . I I . . 4,_ 11 I , I � ,�,__�,,,, . . . . I . . .. . .. ­ ­_ . . I . . . . I . . 1� i� n 11 ­­� ­­ ,:_ - I � . . . . � I ..I I "'' ­�� " I Z,,��, � I � ", , I I . . . . `­I�A�'11'11 1� ,�?`,,`,�,,�,,,`�",�l--,,­,,"�i,f"",", "",,,� i,"I �,�,�""', - . . . . . . .. � . . � . . � I . . . . : . I . . . . . . . . . INSURE THAT CHANNELS, DITCHES AND PIPES ARE CLEAR OF DEBRIS AND , . I . . . .. - P "I ��41�,_ �_� m . � I I I � . . . . . I . I I ____'. 11-1, llzl__'l,l__,_­�-,,,, -%f,u',,_-,4,,,ii� ,�;,, I ( I . � I .. I . -J6.7-75" LAYER C. SANDY LOAM -, . . . I . I. . " -�"I-�ll,���'k,�",,,t�;�ll,�,11 '­­" � �_ " .. . . � I . I . I I � � . I - " ­z,,'­­­­N­,I -1,1�"­,"K 1�I�" . . I:---- . . . . . I . . � . . . . . � . . - . . . I W""I'll,lll��_� I— . _�_ . . - . . . I I I I . I . . . . . . . . . I �­­'Z,,�Z" � ,;7­- \1 . I . . . I I . 1. . . � . . . . . . . . I THAT THE EROSION CONTROL BARRIERS ARE INJTACT � I . . I � " - I 11 I I . . . . . . I . . . . . . I . I I . .. I � ., . . I I . . . . . . . � �l . ti�-,,,','-,,j I ­­ . . � . . I . . � . � . . . . I . . . I . I . . . � . . . I . . . ­ 11 1 ,.---. � . . ,� . �. . I ­ . � I . . . . . . . I I 1, �1,11'11__ , , , -411�1 j - -1 ___ I � I . I - : - , I ­­ I . . . ; . I . . . . . I .. . . ­ ­ I, _________-, ---�, "Ill 11 _"�,,�� - - I LIMI T QF 200' ... . I . . I I : REDOX 0 42m . I . I � � I . . �. . I . . . . . I I I . . . .. I . . . . . _­,�­ " , � . . . I . I � . . : ll� -� I ­­ 1.111111,�I I . . - ;_R/j:ZR I . . I � .1 ESHGW 0 64a` - 1 '. .. ... . . .. . I.. I . . � - . .1 . � . . . I . . . . .. .. 10. DUST SHALL BE CON . : . ­ , I " I -"�`­- , ,,, � , " - - �-, __ ... I . - , ,�,5�" � __ ".�I;�O . ,,-�� .LT . I . I ( I . I, "�,,,,-,7,,,�, ----,r �", -,--,,,, � , . �REA - I . I . � . I. . . I .. . 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I STRUCTURES WTHIN THE LIMI T-OF WORK A T-THIE COUPLE 77ON OF � ; � I . . . I . � .� . .. . . BLOCK WALL TO BE . . I I N. 1. 11 . . . I . I . .. .. . . � . � . .. . I . ­ .. � . . I .. I . I I I I . . . . I . .. � � . .� . . . . I . . .1 . I . . I . I . I . . .1 . . . . I . . I I . . . I . I I __�_ . I . , . . . . . . .. . . . . . � . I � . 1. I . � . . I � �. . I - CONS77?UC77ON AC77W77ES. . . . � I . . , . � I .. . � - -_ : . -----. . . . . . . . �l �. . . . .. I . I 1. . .. . I I . . I I . 1 . I I . I . . I . . I . ..DESIGAWED BY 0 7HERS (TYP) ,. jr , __ I 11 *..:,::;,:: - ---49----- . � . . .. ., . I _* . .. I . . . I . I . . . .. .I. . . � � I ­� I .. I . .1 . ... . . . . . .1 I . .. I . . . .� . . . ..I . . � I. I . � . �� . � . 11 . . . � � . w I . . 1. . ., . .. I I. . � . ... ,������������������������ililill'i'I ­ ..1. .. PROPOSED SUBSURf-ACE �. . � 1 . I . . I I I ­ I . . � I I � . . - CONTRACTOR SHALL REMOVE ALL SILTATIOAV DEVICES AFTER . . . 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STABILIZA77ON MEASURES ON ALL DISTURB, . . I . . I . . . I .. � - � . '_1 . .... I .1 . � . . . . 1, 1. I � 11 .. ­ : . . � . . ,. . '. ... . 1. . . . . . . I � . . I . . . . . I I . .I. . . . .. . . :, : . , .'Ai'' .". * I ( / . � . . . � . : � . I I I . . . I .. . . . . . I I . . . . .. . . __� . _. N_ 1� .. � ­ I.— .. I . . . 11 . .., 11 � I . - .. . . . . .. .. � . PRAC77CAL BUT NOT MORE. THAN. 14 DAYS AFTER CONSTRUC ON I . I . . . I I . . I . . . . � I. . � . .. � � . I . . I . . 1. .. I - 11 - . - . /. � . .. . . � I I - OUAN 77 tY - . ''DESCRIP 77ON-- I . . I . . �. .. .. ;, ... � I . CA TALOG.No. � . I . I . . . . . .. . . � . . . . - .yf . �7 - I .,..,..:.'.;:', .f. I I . . .. � . .. I . . I �. " . I � . I . . . I . . � LAMP I I . .. I . . . .1 . . -CEA SED ON THAT.PORTION OF THE I I . � . ... . . . I . I . . . - ,.:, - . , . . . . . I . . � I . . I . I . I � � I HAS TEMPORARILY OR PERMANENTLY . 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I I I . . I . . I . . '� '-�kl. I .. . I . . I I I . . . � . . � . . . . . . 0-,_�_l--�­'�.,?, I . I 0 - I . � I , -y . .. . . . I ­ I . I . I � . . .. . . CE VERIFICA TION. I . , �� , . ; I I � . . I . � . . I I . � . . . . . I I t,0 .�, - : , . . .. I . 1, I . . I . . I i I . I . "-� I I I . I. . I . . SURFACE DEMARCATION NOR SUBSURFA t ,o , '�. i ME- RIDIAN I .. 8.6D' 1 1 . . . � . ,�e, 1� I A',; ­ . ..- - I 1. . � . �� I I . . . . I I ' . I .1 . . . I ��. . . . I . . � . I � . I . I I . � I . . . I . . . . I . I I I . . . . "�,�;I � ., . . . 4mmwmm� . I 11 11 I 19 .. I . I . . I . . I � I I . I I I I � . . � I . .. . �', -,.!� I �. � . I . I . I . . . . 07 .,�� I I I . . I III � mramumu"m .. . . I . . . . I I 11 I . . . . � . . .,Yl.", I I . � . . I . . .. . .. . . I I . . . � . I . 1. � . . . . . I I I . . . . . I I I . . --- . Z- . I . . . I I . I I . I . . . � I . � . . � I ,I , ­ . .1 . , , , I . 1 I . . . . . I � . . . . � I .. 1 . . 1. 11 � I . I . -7 : I � I . � I . . . . . I. .. 1. . . . . I . _ ---­­ -E. . . . ,� . 11 I A $ S 0 C I AJ E S I. , . . . . . � . . . � . . . 0 , . . . . I . � � - � ­ . I .. . I . � . I _ I 1. . . . . � . . . . I . . . . . . �v IV i I . . . . I . I . - I I . . . ­ I . . . I . . . � . . . &i . V, "W2 � 500 CUMMINGS CENTER,SUITE 5950 1 .. . wl . � . . . . . . . . I .&) . . . � . � ­ . I � 11 . �. . I I ... . . I REWSIONS � I . . llll� I . ,0 L , : � � . . . 69 MILK STREET,SUITE 302 1 . . . . I . � . I I . .� . � . I I . . . . . I . . � I I . I . . .I . . . .. . . I . . � . . . I . I . . . . . � .. . . I _. � � . . I r I .. BEVERLY,MASSACHusETTs.01915 WESTBOROUGH,MASSACHUSETTS 01581 . 1 . . � 1* . . 11 � . I I . . . . . . . � , I . - - I . . . I .. . �* . . � I I . I � . � . .. . . . le :11 �1%k , '. . � . TELEPHONE -044' . � . . . � . . � I . � . . I . - M. ',�,� I . . . . I � . I . I I , I . . I I I I . . � I . . ,� . . I . . , . � I . 7 . �., _"�,� I . -, . � . � . . . . * I I I � � . � . I I �I I I I .1 .. . . .. . ­ . .. 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DESCRIPTION BY lim CHK'D � m I . . . -_ . . . . ''. . .. . . : I I I . - . . . . I �. .1 � . � . . 1 . � ­ .. .. .. . .. �. . . � . . . I � . . I.... . . . I . ­ . .1 . ._.�1. I . .�� . 1. . . . . .,..,­ ­ .� I ., .. � . �I . . . . . ... I . . . � . � .... . . I . . I .. . I . I I I . . . . .� . � I . ... . . I . I. . . . . I. . I I�...... . . FFM . . -1 � a . I � . . I Copynght 0 by. Meridia�a Associates,ItIc.-AU rights reserved. - . . . . I .I I . . . . . . . I � I . . I I . � I I , . . . . .. . \ . , . . . ­ . . . . I I . . . . I . . .I . � . I . I . . ­ . � . . . . ... I . I .. . . � I . I . ,. � . . 11 . I .. I I . .. . 1. . .. 1. I . . I . I . . . .... 11 . . . . .I . I .. .I . . � . . . I . . . . . � � I I . . . . . I � .. . � I . . � � . p I . � I . % . . . . .1 . . I� . . . . . . I . I . . . . I I . . I I I . . . 1. . . I. . . . . p � I . I . . I . I .. I .1 ,� . I . I I . . . I I . . . . . . � . . . I � I . . I . . I . � � . ,� . . . I I I . . . I I I . . I . . I . . . . .1 1 . . . � I . I , . . . . . . . I I . . . . . I I . I � � I . . . . . . ... . . . � . 1. I . . ­ . I . . -I . � � I . . ­ �. . .. . e . . . �.. �l . I . . . . I � . I I . . � � . . . . . . . I . 1. . . . . . . . . I 1. . m , _�L � ) � I . . . . .. I . . . 11 .1 I .. . I . . I . . . . I . .1 . . .. . I . I I . � .. . . .. I ,. I I . . . I . I I 1. . . . . . . . .. . 1 . .1 . 1. I ­ . . . � . . � . I . . I . . . . I . . . � . . . . . . I .. . . . . . . I . . I 1. . .. . . . . I . . I 11 I I . . I . I . . . . I. . � . I I I I ... i . . �. . ! .. ., . .1 . I . . I . . .. . . . I �. . I . I . I . . - . . I . . .. i �. � .1 I . . � . . . I .. I I .1 . . I . . . I . I , . . . . � . . .1 � . � I . . . I . . I � . . . � . . I . � I. . I . . . . . . . . . . . . � . . . . I � . 1 I . . . I . . . ... ..I . . I . � . I . . I . . I . . . I . . . . - . . . . I. . . . .1 . . . . . I I I . . . 1 . � � .. � . . . I . I 11 . . . � . . . � . .1 . . . . . . I � I I . . . - . I I . . I I I . - I I I I . . , I � - 1 - -_ -_ -_ T � I - -_ - � -_ . "I I . - . I --- _ - I -_ --- I- -_ - - -1 � 11 I I _. I - F ­ - ­ I _. ___ � - 7 _____._ _ . __ _ -- -- - — - - -s. . . . - — `-- ""- -_ ` CA1V 1 VIA . . . . . . . . . ti L.L �- __�--_�_ QLANT 5GH17U1..E . . . . . .. __ ._ P""CSD \ - ct;NCRer 5 J . . Af -� . . \—•... . CARAPHIG SCALE . . . � . , . - - . ' o aTY: SVM. COMMON NAME : LATIN NAMME . -- . --- NOTES 0 • • o SCALE: I X20 -. f SHRUBS, PERENNIALS 6ROUNL?CCnJERS VINES . ., i j I AC WHITE FiR ABIES GO► . ~. .-•- . : . . , .. NGOLOR 8-10.HT. FEST . 20 O 10 20 4O 80 `•1.1, ,.__- ' I BH RIVER BIRCH _ -- . EVERGREEN SHADE 4 ORNAMENT . . -----•-��",.,..• �� : IO CLUMP AL TREES . 30 ti. IREN METERS . . ` . . . - • . 15 BS. BUXUS SEMPERY 5 BOXWOOD 'BLUESTONE IS 24 HT. r 2q GA GLETHRA ALNIFOLIA' �itli�tMERSWVEET 18-24" HT. $R ��A - I b . �l Z ,_ . . . I CF FLOWERING DOGWOOD CORNUS FLORIDA ID-12' HT. . . . . T . "'•+s � - ,..� 8L'N..H�tAARrt' TOP SPINt3LE DOGWOOD . ..-� HYt�RANT ELE.VA77N = 77. 5 IS-24 HT. .. "`-- - �— . . . . • 5 CR: CORNUS RAGEMOSA GRAY f • I . . .•"'".-„-. •'�`` - 3 FP GREEN �r . -� (I) FP ; ASH. FRAXINUS PENNSYLVANiGA 3-3.5. GAL, -- �, -w . - � . . .. . y PRUNE ONLY INJURED OR BROKEN BRANCHES. . . ' DO NOT TRiM 3b HM' DAYLiLY BION' (3) MP .. :.� -, ---- _ ... r .LEADER WHEN AD.IAGENT TQ SIDEWALK . . HEMEROGALLIS 'HYPE I GAL. O C SID . . ,1 . .PRUNE BRANCHES TD 51X'FEET. :'7 HS HOSTA HOSTA 'BLUE MAMMOTH' 2 GAL. • ' 3 HQ OAKLEAF HYDRANGEA HYDRANG a . ,t .Q cY '�, EA aUERGIFOLIA 30-3b HT. RESTORATION SEEDMIX AREA : . , :'�. - . . . . .. . • • . -36„ HT :: The New En Land Erosion Control/Restoration Mix'For Dr (�) 1G ''� '1 !6 INKBERRY ILEX GLABRA 3p g y ;1 (q) CA Sites rovides an a ro riate s=e lection of,native and ,, •-- • 'N" . p pp P . , ,. .. - .. 3 MP S,4YBERRY MYRICA naturalized rosses to.ensure► that dr nd recentl =, -;, PRQP2�SE9-S T1 Y-C t � ANIGA 30-36" HT. PENNSYLV 9 ' '� - moo .. -�� _1/ > ._ ,_-. F disturbed sites will be uickl rev►e etated a - th"oil� ;, ,- . _ _ . �- .�- r_M,A ", p . G1 g �. -.- w. _... 0 . .. 2 -4 LAYER OF MU n ( QP PIN 4AK aUERGU5 PALUSTRIS , it I.Or '. .••.. . , .._. .., � LGH. KEEP MULCH 2 BACK 3-3,5 CAL. surface stabilized. It is an appropriate seed mix.for road : . .. ,., e O . . .- . : ' . : - -. - .,,_• K.. TRUNK FLARE TO REMAIN 1 -2. FROM TRUN . cuts, pipelines, steeper slopes, and areas requiring quick •. +•.. _. GUMBENS _, I GAL - ABOVE FINI5IH GRADE. 440 ' ALLEGHANY SPURGE PACHYSANDRA PRO . cover. Fertliization is not re uired unless the soils arm - •• , •.. . " ° :. 100' FROM . , . ID YD D n • n q _ TOP of AVORTH�RIIiER CANAL OUBLEFILE VIBt�IUM - VIBURNUM DENTATUM particularly tnfertie. :I 36 -48 HT. . GUT AND REMOVE A5 MUCH BURLAP A5 . SPECIES: Creeping Red Fescue, (Festuca rubra), Canc(da Wiid .• . . . . . . Rye, (Elymus canadensis), Annual Ryegrass, (Lollum multiflorvm), . „• :: .:; �- - POSSIBLE, IF NON BIODEGRADABLE REMOVE P®menial era ~ : ' ::: ✓ ENTIRELY. WIiRE BASKETS TO BE REMOVED . g ss, (Lolivm perenne}, Bive Grama, (Bouteloua . . . racllis�y Lt tl (20) GA __,, M_ ENTIRELY. tS�NI :RAL N4T�5 g 1, t e� Bluestem, (Schtzachyrium scopariurr>), Indian - •^,�' :�., :r �" , •r . . Grass, (Sor hastrum nutans), Rou �h Bent rasa, { rostis (5) CR ,,� .,."'*- s: - EXCAVATE PLANTING HOLE TO A WIDTH THREE 9 9 9 . A9 .. �— .. .... _ ,� , : ,r.,..••... �,; . •.•. - scabs), land Bent rasa ( rostis erennans). (3} VV "••• •..':• W . TiMES THE DIAMETER OF THE ROOTBALL AND A . Up g u Ag p f - „ _ I FOR A NOTICE OF INTENT. ._.11, DEPTH EQUAL. TD THE NEIGH . .. . THE PURPOSE DF THESE PLANS 15 T4 A+GCOMPANY AN APPLICATION - -, T. _ f PROPOSED PROPERTY UNE i��� i} ', r !Ii ;I THE TOP RAP � • . �n �� HY, SI SUR `.; . . lily—I- ;� /1a p 11 NLS .EXISTING TREES TO REMAIN > -.,.._,--•-"---'`�`-------. - TAINED FROM A PLAN ENTITLED PLAN O LAND 162 FEDERAL STREET PROY�� . mit -moi!; IDED BY BY ` TO BE PROTECTED (rTYP) : , NORTH SHORE SURVEY CORPORATION OF SALEM, MA DATED DECEMBER 27, 2011. . 2•:'' . NOTES: . . . . .. - - . (2) FP THE LOCUS PROPERTY DEPICTED 15 . - . . . . . . . LA 5T ED AS GE . • BACKFILL P NTlNG If-10LE YVITH EXI INC 541E ANEND NE SSARY. OGATED IN RESIDENTIAL TWO FAMILY (R2) , \ �' . THE LOCUS PROPERTY 15 DEPICTED AS LOT q6 ON G1TY: OF SALEM ASSESSOR'S MAP 26. . I . " + -,-- -, . � BACKFILL HALF THE 501L AND WATER TO SETTLE OUT AIR POCKETS COMPLETE BACKFILLING . . AND REPEAT WA Rl j '�_2-- t ----='- TE NG. THE LOCATION OF.ALL UNDERGROUND UTILITIES SHOWN TARE EXl5TING TREES TO BE REMOVED {•1'YPJ M --- .--�- APPROXIMATE AND ARE BASED . : - , 1 ' . ., _ . . UPON A PLAN ENTITLED °EXISTING`GO " . . . .___ � '� � � � � IF NDITIDNS PLAN .PROVIDED BY SY DONOHDE AND •. I ; ""A RODT5 ARE CIRCLING THE,RODTSALL EXTERIOR, GUT ROOTS VERTICALLY. IN SEVERAL . . PARKHURST,'INC, OF TOPSFIELD, MA DATED NOVEMBER .� • 114, 2011. THE.CONTRACTOR, PRIOR TO . . MAP 25 L:OT 74 ; RESTORATION SEEDMiX, AREA PLAGES'PRIOR TO PLANTING. COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE (LOCATION OF ALL UTILITIES AND . '• . . CONTACT DIG SAFE AT 1-888-344-?233. . SALEM SVWAN REALTY LLC. 401 . 40+ -- . .... �„,,. -- .. ONLY STAKE TREES SITUATED ON WINDY SITES OR EXPOSED TO SUBSTANTIAL PEDESTRIAN . BRIOGE SF x o.' ': l .,,,.._ TRAFFIC. . , x ,- THI5 PLAN DOES NOT SHOW ANY, UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. . . 1 , ' : . ' - � .� __ TRS PLANTING _ THE TOP OF BANK Lor,ATIDN AND THE ASSOCIATED 20(0 FOOT RIVERFRONT RESOURCE AREA (NOT TO SCALE) SHOWN HEREON 15 AN APPROXIMATE LOCATION. THE LIM11T OF .THE TOP OF THE NORTH RIVER 5T RA I REA`` _ :--••......._--•-,- ...____'`".A- ANAL (5 NOT WITHIN THE SUBJEGT.PROPERTY. RE O TION SEEDM X A I C (IN AREA or visTuRBANCE) . , .. . . 45:_.--- � " - - ,. ! ._ 200 F ,. . .. . ROM TDP OF NORTH . . . f s _ _,--7" �� ---RL R CANAL _ - - , _ p. M LAN05GAI NOTES (.% AG 2 -4 LAYER ,OF MULCH. KEEP MULCH 2 BACK . . _ N I"-2° FROM TRUNK. TRUNK FLARE TO REMAI ,� h \� f�L PLA�iT MATERIAL SHALL.CONFORM TO THE MiNIMUM GUIDELINES ESTABLISHED BY THE ' :, C1) VD ABOVE FINISH GRADE. AMER AN "7 . . t5x. 5 IC STANDARD FOR h� RY•STOCK PUBLISHED BY TH1 AMERICAN ASSOCIATION 15x29. LOAM AND SEED (TYPJ OF NURSERYMEN, INC. . �� _ .�.- I. �1 - �� GUT AND REMiOVE AS MUCH BURLAP A5 . • . . a '� � . --17-- - -- _ ��b . - POSSIBLE, IF NON BIODEGRADABLE REMOVE SPACE PLANTS AT SCALED DISTANCES SHOWN ON DRAMINGS . . _ ... x . .. UNLESS OTHERWISE _ �� �� � . .: - _ . ENTIRELY. WIRE BASKETS TO�BE REMOVED INDICATED. ANY PROPOSED SUBSTITUTION OF PLANT MA'�TERiAL 5H _ .�(:., :.�" . (36) ill . : �--� ! 7.0' IDE . ENTIRELY. . .- . . AFTER PRIOR APPROVAL OF OWNER'S REPRES ALL ONLY SE MADE ENTATIVE. . ,. "I PASSAGE 6"yAY °-. . ._ _ EXCAVATE PILANTING HOLE TO A WIDTH THREE r- FOR PEDESTRIAN USS _... 4 a.•t •?N .. . .» p .. -�",� ��,r.;e% t PLANTING BE05 ADJACENT TO SUILi?ING TO BE MULCHED P41TH AGED BARK MULCH O . ,� - 15� _ ` �. _T �,. , , w;: t, TIMES THE Df�AMETER OF THE RDOTBALL AND A . 1 .'�;. .::. f . -a _, _._, r...- _ ,: . .DEPTH Or.THREE (3) INCHES. .PROVIDE FIVE (5) FOOT DIIAMETER MULCH CIRCLE ARO c'' , . ,: ! -- l" DEPTH EQUAL. TO THE HEIGHT. UND . ( -� L 5,000 5 (i) BN 3��r �� H- r w, _ � ;< " • . ALL INDIVIDUAL TREE PLANTINGS AND GONTI1�pJOUS MULG' . . . . . �, ;. : • .,, . .. s �:I M r}•1 SED. AROUND SHRUB PLANTINGS. . Kf �- f_ . • ' �, :� 5. PLANTINGS ALONG 50UTH STREET AND OUTSIDE DRIVE L.ANE/ PARKING SHALL NOT BE . 0 . CONC WALK(59. MAX .i K -tip ._ ,:, ...) . + MULCHED. . ., .-L-----�•- . . NOTES: . ,$. ;>• _ ,�..,e. , , 440 PPS PLANT MATERIALS SHALL BEAR SAME �. r RELATIONSHIP TO FINISH GRADE A5 THEY BORE TO . EXISTING TREES TD REMAlN (TYPa �I ..ti: ;' _-.y F ::::: SPACED IS D.G. . _ . • • 30x10' CONC A 170 �w;' BACKFILL PLANTING HOLE WITH EXISTING SOIL AMENDED AS NIEGE55ARY. GRADE 1N THE NURSERY. , ' • - - . (3) HQ ,- . *, , , 1 ' BACKFILL HALF THE SOIL AND WATER TO SETTLE OUT AIR PO(GKETS COMPLETE BACKFILLING ALL PL,4NT MATERIALS SHALL BE Gi1ARANTEED i=OR ONE YEAR FOLLONtING DATE OF . FiNAL WRITTEN ACCEPTANCE FROM THE OWNER OR HiS REPRESS . � ,.- :.+ :s I - AND REPEAT WATERING. ` . NTATI VE. . _ . , . . . ..•• - . _ . .: 1 I SEED . .�-~ -, ..�. „ , IF. ROOTS ARE CIRCLING THE RDOTBALL EXTERIOR OF FINAL GRADING. AREAS . „ , GUT ROOTS VERTICALLY IN SEVERAL ED AREAS'UPO BS �., =; : _ NOT SHOW AISPROMPT CATCH SH N GO - -T �,�, (15)_..._.-_. _. , PLAGE5 PRIOR TO PLANTING. . L BE RE TSEEDED ,4T 7t'HE SPAM .RATE AND N T _ 24 - 1 THE SAME . .1P-).HS,�_,�_ , __ . . ., MAINTAIN ExciSTING LAWN t'T't'PJ ORE, UNTIL AN ACCEPTABLE ROWTH Ol^ VEGETATION I5 ESTABLISHED - DYER THE ENTIRE AREA. :. - ' -_ - f MAP 26 LOT 2 5 U$ -LANTINS7 _ PLANTING MIX-SHALL CONSIST OF 3 PARTS LOAM, I PART SAND, I PART ORGANIC PEAT . - r / 1 ROMAN CATHOLIC.ARCHBISHOP . . 1 OF BOSTON (NOT TO SCALE) ORPORATE-COMPONENTS, FERTILIZE_AND LIME AS REQUIRED TO SATISFY G�CK - . . ... .SPECIE ED PARAMETERS. . • . . , 150. FEDERAL ST- . . .. i . . � . . .. AREAS LABELED RESTORATION SEED MIX AREA TQ BE SEEDED:WITH NEW ENGLAND . . . . a- / EROSION CONTROL/ RESTORATION SEED MIX FOR DRY 5►1TE5 FROM AMHERST WETLAND FCJUNDATIDN PLANTINGS ,<, c� SET SASE OF STEM AT TO 15E DETERMINED (TYPJ . . FINfSHED GRADE. NTS, INC. (3,5001 5F COVERAGE} . X PLA a; • . 1 I F. . V.LA, . _ . YER OF MULCH.. .- . . i 7.& .. . . �' / / . - -- .� MAP 25 LOT T3 i �:s :::�.. �...:•._' .:,�. �^, z 1.. •, . 4 _ '�: It .;. �...:.•.. .:,'l'� f, . J. DAVID MCLEfAN TRUSTEE -- _ � . `l= —y --��{' :a• s- _ r '+• r ••T > :moi W,j THE ; .i ., = $ i .162 FEDERA . ��� ;t; STR ET . I _� z ; � I I . J. DAVID .MCLEAA( REVOCABLE mm �� =, K , ,02 ,. � _ _ fit(► - _.- � °- . TRUST 164 FED?FRAC ST. . . � :� . .. PRQPDSED 8 UNITS ;_- t�uuiittu�r . . 1 1 n. �i _ ,,,, LA.NDSCA T 3 W ,: 4-ST0/2Y .. �L� PGHUS /i�� . . . PLAN . .11 k�WOOD FRAW . . �'. 5.• R GW •. '%� LOCATED IN / DWELLING . o� <'pc, . . . .L . . _ .L�E.M, MA.�SSACHUSETTS . RE . . ENT( PL 9 ; 4-S � TOPSOOI L TO 12 AND AMEND A5 iNEGE55ARY. ^,o: .C3_ . �EssEx cat�N �j . , c:, .� : '� - ) . 1 . - NOTE: ��,; ,s,; ' C' 1 �jl N . i . i 4 ••.•..:.5 . . . i/ 4� ; 1 .Q�P��� . 1 4 z SN ,� . . SPACE.PLANTS EQUALLY TO PROVIDE CONSiSTANT COYER . �� D : f ltitlii X N17iCATED PLANTING SED. 1 Z5� ►/1�'1.i�1A1Y1 /l'1�+�iRi' . . . . . OYER s : SCALE.. f -- 20 DATE: JANUAR . 25, X2012 . . . _ . . . 61?�LNDGO NTiN6 . F?ORCH . P - . . TO SCALE tuoT - ) --- —.— - .- --- - -- - _ --- .- - .� _ . . .� _.�.. . . . . . . .. • . . . . . _ . . REST,SUITE 302 RE�s'�aNs' 500 CUMMINGS CENTER,SUITE 5950 `69 MiLK`ST . - ' . . . . . RLY,MASSACHUSETTS 01915 WESTBOROUGH,MASSACHUSETTS 01581 . - BEVE � . . . TELEP O H NE. (978) 299-044'7 TELEPHONE:(508)871-7030 . FEDERAL S FREE . T - DWG No 5408,_LAND V4'WW.MERIDiANASSOC.COM . . . - . REF 540 SHEE No. 4 OF 5 (XREF 5408 SITE) . (X 8_REC) NO. DATE . T PROJECT' No. 5408 DESCRIP770N 8Y CHK D . . . .. . . . r: .. _ . - .:. .:.- ::.. `. - t x.pyr'gi't C it&l,crkli2n As,s=i3as ilia.Ali . - .. : .. I - / - . ._.. __- -_. _.- T..._ _. - _. --- - . . 1 _ - - .. . - .. - , - - _ .. - .. _ _ - .. _ , .., - .. , _ - - - . . - T :CAP PERFORA TED .`_. .. , SECTION TOP VlE W OBSERVA77ON PORT Wl H D I//EW . SECTION EN BELOW STONE INSTALL A MINIMUM OF TW . . 3 . AREA � .. CUL TEC RECHARGER .3 OXL: � , ISTURBED .. D . , o (2) PORTS. IN EACH FIELD) , . . . . x . (52"W 8 5'L 30 5"H) . - x . A » » • RE . LOCITY REDUCTION ,, , �-. A vE ONE oTEC o 1 TO 2. DIA. WASHED CRUSHED ST . PR : 4 LOAM.& SEED - _ _ � ' : �I 11 I I-III-III-III E I I�I ll�11=.11 i i i-1 I I I I-_1 I I • AND SETTLEMENT ZONE _ _ _ . -. o " ULE WASHED PREFERRED • . . . - - - -1 -i l i- 11. ,- - - _ - 1 - . . . .. . (DOB ) _I I I_I Iii- . 9590 C0 TFD FILL = -" _ _ -- - _ _ - - _ _ =1 . . . I= L- - -- �I -- -- -1 - -- -- . i II W : D . . - TER F C . _ I t„t FLO �. FINISHED GRADE EL.-19.Of 4 OZ. .NON WOVEN FIL ABRI. TO _. - . . . - �., - MINIMUM _L I :: : . :: : ::::: : : : . ' , :.: ;: ::.:.:.:• . ... I�I= . 12 Stitt o. . . Iter oaoo i •.•8.5 • . Fti o o ENCLOSE TOP AND SIDES OF THE SYSTEM II i I : I_I=iLI . - __�_�i_ » Iii- _ . \ \ \ \ c. .. = --== 8 - - -- - - . \ \ \/. _ - - - - - - - - -II _ III ; k : : . : : :: : : : : : : ; . : _III- . . ND.\ \j\, ., - 11=1 I I i I-I I F�lI -IIS 1 I I-IIIEE_.. . -� i __ AL GR, /� .� _I i-I l i_I I I-III=11 -1. i-,,( INV-17.0 I - I I . NA1uR y,� .i I I (MIN) I I LI-III=III- , _ . . . \ \ 0 1=1 I I_I _ i I_: _ - \ \ ��i - OP STONE EL. 18.04 57" C'-C 111-i I I= - - - - /�. p N ._ 17.0 \ \ \ \/�� . o-� w o FLOW. . \ /� » _I i i-III-I I-1 �-III-I I , - =�LI ,- : ;,,: . \ \ -IIIIII- - /. - - - [-..:. 6 : (M1N) - - - _cs i l :.o : • 51Ip,PE o o I- - MBER -17.54- - .-.III- �I� � $ - -I roP cHA _ I VIII III III - Iil _ _ - 2 -,,,-, =T'('T--Tim-i h= .... . . . ........... ........... - _ :: Qi - 1= I +„ DISTURBED - - N L.....:. .. I I_ III _i I 11 I-III-I I 1-III-I » . f PROTECTED ,. I Li-III_ I I :::::::', -�- J� - - - - -. -, HDPE AREA - _ 6 HDPE INLET . 17.00 :;:::'.:. - - 18. o _ :':.:':::'I I 11�=I I 1=1 I IL I I-I I I-1 11= : I I-� . AREA -I I - r- - - ...:._ :,, ::::.: - - - - - -HEADER CONNECT ALL ROOF DRA/NS . _I I :.. :: ::': -1 1-Ili-11 I_i I 1=1I-1 I I-T�I I_I _ _ _ . _ . . . I-1 II-BOT. CHAMBER -15.00 . - - - -.. .... .. . . ..... .. . .._. .. .. .. . .. . . ,. ::. » - - - - - . ' =1 i I I-1 I I - - - - .................... ... ................... .. .. .. .. TO PSIS f ' :..::._.::.'.: ::::::::::::::::.::::::::::. 6 MIN T. STONE 14.50 i- - - - _III HOPE.: . UNION END VIEW __ -1 1 1-1 1 1-I I I-1 11=1 I Ed I I_I I H . UJVIONTOP _ � - - - = - _ _ _ _ _ - - _I '' . RAL ANCHOR _III- - - - - - _ - �-- ,,, _ i i I III i - - - - - - �,i i. LAS * » . 1 _ _ -I I-I I I 11- - - 11 III III III-Ili I I I I I I I I I I I III III . _ 6` OAK STAKE - , (� 111 III I �. - - 52 .- lY X� x3 1 - - - 1 111--I I - -5 .- _ _ -- I I - - - I = =1 = i -Ili= i = _ - =1 i _..._ I _I 11=1 I-11 f I L...-11 L- I hI--I 2 (M N)-I I(-1 f -I I I_111-1 FROM -) - - - QOM „ o OR EI 11 III_ » I.( I _ - _ _ - � _ = 1= _ - . X 2 o MIN _ - - - � - - = - - - - _ - - _I I _ - � » 1 - _i 1112 O _ iii ,I I i. I I 1-1 I _ I I 11 I-I i I-I I I_I I I_I I I-III-III-III ROOF DR_ I I III III I i III_I I-111 i =1 I -III of DRAIN . o v 2 OR GREATER TREE •� ER (-1II-� _ III-�- - -_ - - - - - - -1, - - - �- USE 2 CULTEC RECHARG - - ' ; - I- E.S.H.1G.W.-1 = -1- 1- - . . I 1=1 I I=1 I I= =I I I(1=1 I I= I=I I(-I(I- I I- = z REA . oR o I I I I I I I I I - - 1 I 11.1-111=111-I I I-1,l- - . . a 330XL UNITS �_,-� ,--� r !_- rr.--r r-r•r �r�� -, , z DIS NRBED A . * * p . OTHER PRE-EXISTING, - - - - - - = _ - - » » 0 _III-III III- NA7URALL.Y l l l�l�l-1 I I Li l_ �.... o I I •��� � _,. Us - - __ _ - 1 TO 2 DIA. WASHED CR HED ' EQUIVALENTLY. _ ,. _ _ - NOTE. CONTRACTOR SHALL REMOVE ALL TOPSOIL, „. . . . d : . _ - _ I v� I 1 11._ LOCITY REDUCTION ,SOIL - I I I I I f , . vE )I I I=I LCCURRING A e�ECT. •� M FEET SEPARATION _ - - - - - - - 4 OBSERVATION PORT WITH CAP_ . p ARE ANCHORED Q �, o PR01/IDE ININIMU _ . - _ - - 1 SUBSOIL ALL`MA7ERlAL AND OTHER IMPERVIOUS STONE DOUBLE WASHED PREFERRED , PROTECTS AND SETTLEMENT ZONE .a. z� _III=I 11-I (=III_ ?/ES -I I I I-III-� , (_ ) terMtitt ' < a BETWEEN THE BOTTOM OF.7HE 6 /NCH - J- -, (DEPTH VAR ) 1AYERS WITHIN.THE FOOTPRINT OF THE PROPOSED (PERFORATED BELOW STONE•.- - Ftil �, s Mtn. -I I I I_i i h111-111-111-..-1 1�r-1 LIQ T, i�1 I 1-1 I' . ❑ ovens WASHED STONE LAYER AND THE ESTIMATED INSTALL A MINIMUM OF TWO 2 e P SUBSURFACE INFlLTRATION SYSTEM. EXCAVATION O . . . TM FLOW . SEASONAL 'HIGH GROUNDWATER TABLE. . titt SHALL BE FILLED WITH MATERIAL SPECIFIED IN . . PORTS IN SACK FIELD) 4 OZ. NON=WOVEN FILTER . ilterM 000000• SECTION DETAIL . F o .a o f L o .°. SECTION 15.255 (3) OF THE.STA ID ENWRONMENTA FABRIC TO ENCLOSE,TOP ' \ \ 0 . \ \ /� . �. \ \/ o : CODE, .71 TLE 5 UP TO THE PROPOSED ELEVA 77ON OF AND SIDES OF THE SYSTEM . . , GROUN , /\/ ° FLOW . . . ATURA. � •� a - C-C IS CENTER TO CENTER .. y��i.� \ \ \ i.� . �, 7HE WASHED STONE. \/\\// 0-1 „ o . - PROVIDE 5"MIN. SEPARA TION-BETI�WEEN ROWS OF CHAMBERS .- . I / N 18 . 18 PROTEcrrEo DISTURBED PROPOSED SUBSURFACE INF1L rRA TION 2 A AREA PROPOSED SUBSURFACIE INF1L TRA T10N . . . . ARE . : . - - . . . . _ , - STEM �1 - CROSS SEC7)ON . . . . . FilterMitt COMPONENTS: . NOT TO.SCALE) . ( (NO ALE). . 100% or anlc hessian. . ' . OUTSIDE .CASING. g TM . . . tt JILLATION: . •,•M FzlterMi INST . . T oot Mulch . T: iberR ; TO FILLER INGREDIEN F • i ment _ � . With the newest technology and equ p - . A blend of coarse and fine com ost and . P . b co structed on. site In • . sections can a n. shredded wood. - 6 N len the from 1 to 100': . . •Particle sizes. 100% assin a 3 .screen, 9 . P 9 . .. . N .. _ .. 90 100% assln a 1 screen _ 70 100 P 9 also be delivered to the site Sections can . . . . _ . assln a 0.75 screen, 30 75% passing . . . . . N . .. In leng the from 1 to 8 . _ .. _ _ . -. - �. - - ._ . • a •0.25 screen. g . . . . � . . TM 2 y .. Wel ht. A rox: 850 lbs: cu. d. g PP / Y zlterMZtt allows It to RIVEWA The flexlblllty of F - ADIUS TRANSrnoN 4 X►T . (Ave. 30 lbs./I.f.) conform .to an contour or terrain while . . Y . ' _ - .. -2�SlD . 2 R LK N1RY . - - - holdin a sll htl oval sha a at 12 .hl h . , AS NOTED ON PLAN For more information visit: 9 9 Y P 9 • '_"` BI S . . »' -.• .% :-.,..•:. . TUMINOU CONCRETE w ou dsca esex ress.com b 18 wide. ., . ww r n Y . . ET 29,_ 8 ..',•• t N77?Y EX/T D�,'/� . STRE E 9 P P BRISTLE-BROOM FINISIH 4" CE or contact us at: . MENT GRA . . 10 ends meet there shall be NI TE CURB CORNIER SHALL MEET THE `', GRAVEL BASE Ca es Ex cess Inc. Where sect n Grounds p p CONCRETE SLAB REQUIREMENTS OF MASS. HIGHWAY STANDARD A an overla of 6 or rester. Both sides FINISHED GRADE . P.O. Box 737 P g ` SPECIFICATIONS M9.04.6' . . shall 'be anchored oak stakes, trees,.:etc.) . . "x6". W1.4 x W1.�4 .. . Wrentham, MA 02093 - 6 » 1" TOP. VIEW OF GRANITE CURB CORNER - ' 508 384-7140 to .stabs ilize the union.' = . WELDED. WIRE MESfH SLOPE AT .1 4 FT, . . ( ) . R I/EWA Y ENTRY SECTION A A ';;::: :, `.. ..- CAL _ (NOT T0. S E) F1L TERM/TT 2. 1 SLOPES OR LESS . . �.°:. GRANITE CURB CORNER . . o0 8" COMPACTED °°° �o ° s NOT TO SCALE . ALE , ° ° ° .. . (NOT TO SC ) °° ( . . . °°° ° . . . . -•. . PROCESSED GRAVEL . BASE . COMPACTED . . .. . . . . . . SUBGRADE . . . - I . . . . . .. , ACE OF BUILDING - .. . . . . .. . F , . ._ . . . . . . .. : : . ' 1 _2„ RADIUS - - - . - / . . » . 13.50 12 . . 1/4 TQ:1/2 PREMOLDE? .. - . 1 FILLER I . N 5.D . 1 12» PVC OVERFLOW RISERS` C� W . . , . WITH GRATES l V.=8.90 . rn -� . . N . . . - _ , . , EXPANSION JOINT - � � . NYLOPLAST :: r N , . . , . ( ) o ��. . . . _ . FLAT BASIN FLOOR - ... TROWELED CONTROL JOINT - . . . i W N i _ • Wl TH GRASS TURF /� ;} � � k--�- _ RIPRAP SIDE m m - - :I � . .. rte--PROVIDE F%EY AT Q -I Q . SLOPES TOP EL-9.3 . . . CONS7RUC71ON JOIYTS ' . -- .. - - -: . - a SPILLWAY EL-8.9 - = `D.� SEDIMENT . , CONSTRUCTION CONTROL JOINT . . a INAREA (I H62.7 SQ.INCH REBA Y . SURFACE' - _ FO ;1 .1 - NOTE T1PlCAL EXPANSION.JOINT $PACING EVERY '- O.C.`. 2 =- IMIFIL TRA 7T ON :; . . *(2) MAXIMUM RECOMMENDED . .BOT EL=8.0 - . 1 1 .. TYPICAL CONTROL` JOINT SPACING EVERY 5 .C. OVERALL HEIGHT 10 . . . I I I BAsIN - - I - II . -1 _ I . . . - BUT EL=B. fl . - - - - EASY' ACC II- -I I FORG ESS R -- - -._ - - - -- - - - - I 1 CONCRETL�" WALKWAY YLOPo o sDRA/N - INLINE DRAIN RISERS IN -�---- = N ( ) B ( 12 ASIN - - - - ---� o o - INFILTRATION BASIN) . (NOT TO- SCALE) . . . . NA TURAL . v � . . - . . MATERIAL . : DRAIN.BASIN . . -- .. - _ _ \ . . .. .. i . N Z REMOVE ALL TOPSOIL & SUBSOIL. i��w L��L \\//\\/�/\ . .' 'UNDER THE EXISTING BASIN .. LLLLLLLLLLL / //\//\//\//\. .:. _ _ . EXPOSING PARENT.MATERIAL AND . t!� L LL • N N - +. LLLLLLLLLLL _ \��j\/j\//j//j//j\//�. REPLACE WITH Tl TLE V SAND , \\ - - - - - - LLLLLLLLLL .. - \\/\/\\/\\/\'. - - - . .MA.TERIAL SPECIFIED IN SECTION . . . . . . _ ESHGW - ---- - --- . • . 255 3 OF THE STATE 15. ( ) _ , SO)LlD GRATE . ENVIRONMENTAL CODE, TITLE V. . . 1 .. . . . .. . . - . . . . I MATERIAIL: •CAST IRON . SECTION 7HRU SURFACE INFILTRATION BASIN . . . . NOT TO SCALE .. . . UALITY- MATERIAL SHALL I. ( )_ Q I: . . . . 'CONFORAM TO ASTM A48 CLASS 3DB . . . PAINT.• CASTINGS ARE FURNISHED NOTES WITH A P.3LACK -PA/NT . . - . ND SIZE OF.INFIL TRA TION BASIN.. - . . 1. SEE PLANS FOR LOCA 1TON A . . 12 NYLOPL�AST CAST IRON GRATE . . . ITIONAL PLANTING INFORMATION . .. . 2 SEE LANDSCAPE PLAN FOR ADD . . . . . ' (hVOT TO SCALE) WATERTIGHT ADAPTORS . `. .. . . . . . - . S `. AVAILABLE FOR ALL .. � PLASTIC PIPING SY TENS . . . . . .. - . _ . . , , - :STA - . NDARD NYLOPLAST . .. G . .. .. N / - . :. . f TOP COURSE ' i OPLAST DRAIN INSTALLATION . >. ccasT RON RATE_ TYPICAL NYL . .. . • 2 BINDER COURSE . . . . . . L (NOT TO SCA E)` . 12» GR . . . AVEL.BASE . . . . . . . S FINI HED GRADE - - - - - - - - _ i . . » - - - . 6. LOAM & SEED -III 11 I I I I I ADAPTORS AVAILABLE . . 12N 4" THRU 12" DETA L COMPACTED . . 1 1/2 . . SUBGRADE OUTLET WITH HDPE LEN, M ETT .. 4" WATERTIGHT ADAPTOR . . . . • . . , . ESSEX CD LINTY . . �I TUN/NOUS CONCRETE PAVEMENT SECTION , : 12 : DIAMETER N YLOPLAST INLINE BASIN - D FOR PREPARE . _r - - (NOT TO SCALE) NO T TO SCALE o " - . . 162 FED RA .. . . , . _ - BITUMINOUS mo . - . . SCALE.- > "= AS NOTED DATE. JANUARY 9, 2012 uli CONCRETE BERM . . . - . . . . . . CE t,_,4- ,;- OUS BERM DETAIL 4; �f_ B/TUM/N ,� t: A. ASSOCIATES . . . . . . . _ . . . . . (NOT TO SCALE)_ �.. Ol',:��1 I"�►:. �.�> . .. '::AR i t r'r 1 E� 500 CUIvA/IINGS CENTER,SUITE 5950 69 MILK STREET,SUITE 302 . ra , . REVS/�NS, ca GI�!6L BEVERLY'MASSACHUSETTS 01915 WESTBOROUGH MASSACHUSETTS 01581 • .. - . . . n<i, t,'H� . . ots, (978�WWW IlvIERIDIANASSOC.OMPHO . .. ��+ r�-1 a3 '�ltiidA4E ' . . .. . . . . . . . .. DWG No• 5408_DETAIL BY CHK,D Z . � .. NO. DATE DESCRIPTION ,2C k O O.. . pyn eridian Associates,Inc.All righta reserved . , Co 'ght by M . i . - .. .. . . - . . ------ __4 __ -D17 V171 0pffl72v-T P-LA FOR F17 P17RAL STREET L 0CATED I/V ffA SS cffuASE TFS .ISATom'.• JA1WARY 1259 20112 } REhI,SL'D. ULY 26, 20112 MAff j . / APPLICAIVT• • � , . _ yYILLIA� IYII�RF / . 30 FL'TERAL STREET .SIA 01 970 MAP 26 LOT 2 ROMAN CATHOLIC ARCHBISHOP OF BOSTON 150 FEDERAL ST. PARCEL • �PROPOSED • / � r` `'C16.2 FEDERAL` MAP 25 LOT 74 v STREET r o^r�t7 SALEM SWAN REALTY LLC. V V/J O� VV 401 BRIDGE ST. -� JMCOJU OfTIVER . S / IIL'ALTII ANIS 'I�U.C:'9.71 YV SERVICE INC _ MAP 25 LOT 73 / U DA WD TRUSTEE MCLEAN A` 7R THE 16',2 FETE--,SAL' RL'L'T J. DA ND MCLEAN REVOCABLE TRUST .( SA EN,, 1fIA 01970 164 fEDERAL ST. C�\ s c • r � PRL'P% 1O BY.• MERIDIAN r ASSOCIATES Q �O 500 CUMNIINGS CENTER SUITE 5950 69 MILK STREET,SUITE 302 } SJR BEVERLY,MASSACHUSETTS 01915 WESTBOROUGH,MASSACHUSETTS 01581 N S� TELEPHONE: (978) 299-0447 TELEPHONE:(508)871-7030 W W W.MERMIANASSOC.COM i IRA TYING' 1'NI>L'X.• SAL'L'Y 1 CO TIER SHE'E'T LOCUS CONTEXT ffAP SIIWL'T 2 REC01W CONDITIONS I�L'�IOLITION PLAN SCALE.' 1"-200' . SHE'E'T 3 SITE PLAN f SME'L'T 4 LA.1VDSCAPE PLAN SHE'E'T 5 DETAILS K T, E. WEAR OPAL ZZ • YVS DWG. No. 5408_COVER Copyright c by Meridian Associates,Inc.All rights reserved I A0 DRAIN MANHOLE A R=8.58 NORTH RI VER CA TCH BASIN L1MI T OF RIVER BANK NOTES: INV. A=3.5, R=7.50 \ O INV. B=3.5' �� INV 2.4' 1. THE PURPOSE OF THESE PLANS IS TO ACCOMPANY AN APPLICATION FOR A NOTICE OF DRAIN M�NHOL ~"----- -- INTENT. TO BE FILED WITH THE CITY OF SALEM CONSERVATION COMMISSION AND A PLANNED R=7.89 INV` A CONCRETE SIDEWALK UNIT DEVELOPMENT SPECIAL PERMIT TO BE FILED WITH THE CITY OF SALEM PLANNING A=3.6'.INV. D S B=2.Y INV. _ �� N CATCH BASIN I S J0"W/DE SEWER Cu C=2.3' • D � R=747 � 2. THE TOPOGRAPHY, SITE DETAIL & SURFACE.IMPROVEMENTS AND RECORD UTILITY S L VERT O �� D AIN MANHOLE INV.=3.4' INFORMATION DEPICTED HEREON WERE, OBTAINED FROM A PLAN ENTITLED "PLAN OF LAND O S�� N ��� R=7.70 /NV. 162 FEDERAL STREET" PROVIDED BY BY NORTH SHORE SURVEY CORPORATION OF SALEM, DRAIN MANHOLE S J� �j ���A=2.3' INV c� MA DATED DECEMBER 27, 2011. R=8.68 INV. S U RIDG� ----- G A=4.4' INV B S �'TR��T C=1.7' J. THE LOCUS PROPERTY DEPICTED IS LOCATED IN RESIDENTIAL TWO FAMILY (R2). _ G B=4.6 D 12 DRA/N DRAIN MANHOLE G ::! D OR=8.51 INV. S 4. THE LOCUS PROPERTY IS DEPICTED AS LOT 96 ON CITY OF SALEM ASSESSOR'S MAP 26. j O CCATCH BASlI� A=4.4' INV. �S S S 3p"W/DE SEWER J ,NO R=8.73 S CU�VER 5. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED INV.=5.47' BENCHMARK TOP SPINDLE T " " ' G HYDRANT' ELEVATION = 11.69 S o UPON A PLAN ENTITLED EXISTING CONDITIONS PLAN PROVIDED BY BY DONOHOE AND { `�oHw G S 30"W/DE SE PARKHURST, INC OF TOPSFIELD, MA DATED NOVEMBER 14, 2011. THE CONTRACTOR, PRIOR GRANITE CURB-TBR I _ L�ERiT TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTILITIES AND J CONTACT DIG SAFE AT 1-888-344-7233. Willyro G G DRAIN MANHOLE I DRAIN MANHOLE CONCRET " G ry ------G R=9 32' _ 99� NOT SHOW ANY UNRECORDED OR NTS WHICH MAY / - R 9 6. THIS PLAN DOES NRE UNWRITTEN EASEME CH CULVERT=1.1' SU =41' ST B/T C EXl w _ HW � MP DNC. Sj z ,., GUY BASIN CATCH / R=8.34' INV.=? (COULD -� UM/T OF BORDERING NOT OPEN) LAND SUBJECT TO _ gyp'" FLOODING FEMA FLOOD Z2vL& - LEGEND:. 4• ONE FOOT CONTOUR --12=-- � ^-- 100' BUFFER ZONE TO BANK -- -- FIVE FOOT CON UR EXISTING PAVEMENT DRAIN MANVHOLE . .::'. T0.BE REMOVED ��•-----------� MANHOLE 14 S SEWER MA NHOL j ® CATCH BASIN - J/ . _ oSAW' CUT -� UTILITY POLE ../ EXISTING PAVEMENT FIRE HYDRANT SOIL LOGS: ® WATER GATE / DA 7E.- DECEMBER 21, 2011 ® WATER SERVICE __--- -- CONDUCTED BY- PETER POMMERSHEIM (SE3046) OF MERIDIAN ASSOCIA IES ® GAS GATE �2-// + 14.9 TEST. PIT - TP O1 SPOT GRADE rn ELEV.=18.1-± / ® STEEL BOLLARD S H.G.W. ELE .=115.1± / E V _ � \ ---- ._ - - R) :� , _ 0»-2» PAVEMIENT © ELECTRIC MANHOLE \� * - - 6' --�" -- 2"-12" GRA VEIL PACK UTILITY POLE W/LIGHT -X -X I i 12 -22 ASH RIND DEBRIS LIGHT X- -X -j 22"-36" Ab-DISTURBED �� 36"-75" LA YER C. SANDY LOAM © MISC. MANIHOLE RR 71E WALL X�� OT TELEPHONE MANHOLE MAP 25 LOT 74 (TBR') I ---- REDOX ® 42 SALEM SWAN REALTY LLC. 401 z°- W ESHGW ® 64", -�- SIGN BRIDGE ST. p I� ��-�' IQ i�� TEST PlT�P_02 EDP EDGE OF PAVEMENT j \I�i -ELEV.=l Z Of -O O O- CHAIN LINIK FENCE . E.S.H.G.W. ELEV.=13.8E X Io -0-0-Cl-. STOCKADE" FENCE I� 0"H80"" FILL31111111111111 _ ID ���' 80 -90 ASH AIND DEBRIS GRANITE CURB I / 90"-96" Ab-FINJE SANDY LOASM (DISTURBED) OHW OVERHEAD WIRES L/M/T OF 200' RIVERFRONT AREA 82.15' _��� j; - 96"-110" B HORI.'IZON FINE SANDY LOAM � '� ---' [ 110"-129" LAYER C. SANDY LOAM t EXISTING TREE . SA�V�CUT REDOX ® 110" +Z- -�' EXISTING PAVEMENT ESHGW ® 110" EXISTING 1TREE TO BE REMOVED o i ® FENCE POST (TBA?) _ CONC CONCRETE" 1 ° \ .. - --17-EXISTING PAVEMENT FFF FINISH FIRST FLOOR •-•17- R TIE WA TBR TO BE REMOVED R TIE WALL 7.0' WIDE FGS FINISH GARAGE SLAB. -��� ` PASSAGE WAY THRESH THRESHOLD � (TBR) MAP 2MOT 96 X FOR PEDESTRIAN USE. LOT AREA=15,000 f``5� �C - _ RECORD OWNER: GC GRANITE CURB �e. --18---------- /_-'�' ( HEALTH AND EDUCATIONAL SERVICES, INC BIT. CONC BITUMINOU.'S CONCRETE TRUSTEE.• BARBARA WHITE j / 1 X I l INVERT 162 FEDERAL STREET CLF CHAIN LINK FENCE --- SALEM, MASSACHUISETTS 01970 TP 02 ---3 9- ---- TBR TO BE REAVOVED APPUCANT.� D EXISTING STORM DRAIN WILLIAM WHARF S EXISTING SANITARY SEWER ----- __- TBR)X ? 'c ITS 30 FEDERAL STREET G EXISTING CAS MAIN (COMPILED FROM RECORD DATA) 2_.X_ CONCRETE WALK SALEM, MASSACHUSETTS 01970 W EXISTING W.�ATER LINE (COMPILED FROM RECORD DATA) � TBR E EXISTING ELECTRIC LINE (COMPILED FROM RECORD DATA) Zo;?`f`� 24-----r- mH,H EXISTING ELECTRIC HAND HOLE (COMPILED FROM RECORD DATA) T EXISTING TELEPHONE LINE (COMPILED FROM RECORD DATA) MAP 26 LOT 2 TERMINUS UNKNOWN ROMAN CATHOLIC ARCHBISHOP OF BOSTON .: f DECK �0 150 FEDERAL ST. EXISTING PAVEMENT TO BE REMOVED Q ' ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD INFORMATION RECOVERED THROUGH RESEARCH 'WITHOUT 1� SURFACE DEMARCATION NOR :SUBSURFACE VERIFICATION. P 35.5' 7.6' MAP 25 LOT 73 2' 3 162 FEDERAL STREET J. DAVID McLEAN TRUSTEE J. THE A RECORD CONDITIONS/DEMOLITION PLAN J. DAVID McLEAN REVOCABLE #162 GRAPHIC SCALE TRUST 164 FEDERAL ST. o) EXlS77NG LOCATED IN � 4-STORY SCALE. 1 =20 WOOD FRAME FEET SALEM, MASSACHUSETTS DWELLING 20 0 10 20 40 . 80 ' ESSEX COUNTY c �0i� METERS o 5 1(0 20 30 PREPARED FOR WILLIAM WHARF' SCALE: > "= 20' DATE: JANUARY 25, 2012 12.0' 14.5' MERIDIAN PORCH o ,. Oh M I 4t �� ASSOCIATES 'f LES . cv. REFI Sf�NS ,Rin " 500 CUMNIINGS CENTER,SUITE 5950 69 MILK STREET,SUITE 302 tfU �„ BEVERLY,MASSACHUSETTS 01915 WESTBOROUGH,MASSACHUSETTS 01581 TELEPHONE: (978) 299-0447 TELEPHONE:(508)871-7030 WWW.MERIDIANASSOC.COM FEDERAL T1 LE Z7A T S+ T RL L.i T 1 7/26/12 REVS PER PLANNING DEPT MJN CEW �A� �>�� 'r i SHEET No. 2 OF 5 PROJECT No. 5408 1, L 1J L 1�, L D WG. No. 408 EC B Y OTHER NO. DA TE DESCRIPTION B Y CHK'D. �� Copyright 6 by Meridian Associates,Inc.All rights reserved. _ _ _-._-- - - - R=8.58 NOR TH R/VER -cA TcH BASIN SCHEDULE OF DIMENSIONAL CONTROLS o INV. A_3.5� R=7 50 L1441T OF RIVER BANK ZONING DISTRICT' MULTIFAMILY (R2) NOTES. INV B=35' �� lhN.=2.4' - - REQUIREMENT �?EQU/RED XIE S17NG PROIPOSED 1,E�(Q • . DRAIN M,441-0-1 "'=- _ 1. THE PURPOSE OF THESE PLANS IS TO ACCOMPANY AN APPLICATION FOR A NOTICE OF R=7.89 /id l� f' C. ��`- - -t- CONCRETE SIDEWALK LOT AREA: 15,000 SF 15,DOOf SF 24,730± SF 5 PROPOSED CONTOUR INTENT TO BE FILED WITH THE CITY OF SALEM CONSERVA77ON COMMISSION AND A PLANNED A=3.6' /tv v. �--� p /2" UNIT DEVELOPMENT SPECIAL PERMIT TO BE FILED WITH THE CITY OF SALEM PLANNING LOT WIDTH: 100 FT 75 FT* 75 FT 15x35 PROPOSED SPOT ELEVATION BOARD. "I,�, B=2.3' IN V _ CATCH BA SlN S DC s=c�tR cu c=2.3' ��� D D R=7.47 FRONTAGE:• 100 FT 68 FT* 71►. FT S - VE--ERro AIN MANHOLE /NV PROPOSED SWALE 2. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS AND RECORD UTILITY -�- © S �� R=7.70 /N V. FRONT YARD: 15 FT 10 FT* 10.�± SF INFORMATION DEPICTED HEREON WERE OBTAINED FROM A PLAN EN77TLED "PLAN OF LAND DRAIN MANHOLE _ ? A=2.3' INV. . * PYD PROPOSED NYLOPLAST DRAIN 162 FEDERAL STREET" PROVIDED BY BY NORTH SHORE SURVEY CORPORATION' OF SALEM, R=8.6z3 INV. S--- �1 �ID �T��---`'"� � -Jg _r_ --- SIDE YARD: 10 FT Z 6 FT* Z 6FT MA DATED DECEMBER 27, 2011. G A=4.4' 6NV. B s.--- � 1 ,� C=1.7' REAR YARD: 30 FT 90 FT IW/A - ' ' ' - PROPOSED FILERMITT EROSION CONTROL G 8=4.6' p r•�'D,ggJN EX=8x51 pRA;,�1 MANHOLE S PROP. INV=2.0 J. THE LOCUS PROPERTY DEPICTED /S LOCATED IN RESIDENTIAL TWO FAMILY (R2). s PARKING FRONT SETBACK: 2 FT N/A 50't FT R= RIM ELEVATION ! G p__`- �R=8.51 /NV. o S 4. THE LOCUS PROPERTY IS DEPICTED AS LOT 96 ON CITY OF'SALEM ASSESSOR'S MAP 26. eeA TCH.t �Sln G x, A=4.4' INV �`-'- s- -30►�rDE Sc btERRKING SIDE YARD: 2 FT N/A 3� FT PBB PROPOSED BITUMINOUS BERM �r G B=4.3' S CuC•U��ERr 5. THE LOCATION OF ALL UNDERGROUND U 71LITIES SHOWN ARE APPROXIMATE AND ARE BASED ANY•=5•�'' �� EX= x 63 BENCHMARK TOP SPINDLE PARKING REAR YARD: 2 FT NIA IWIA PGC PROPOSED GRANITE CURB �X=9x16 / / UPON A PLAN ENTITLED "EXISTING COND)1T10NS PLAN" PROVIDED BY BY DONOHOE AND `fib-:;r,4'"''"�•�. HGYDRANT E EVA 770N = 11.69 5----.`.` . r A CONTRACTOR TO GRADE DRIVEWAY SO OPEN .SPACE N/A N/A AVIA (TYP) TYPICAL PARKHURST, INC OF TOPSFIELD, MA DA76ED NOVEMBER 14, 2011. THE CONTRACTOR, PRIOR AS TO DIRECT STORMWATER TO I TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTIL177ES AND EX=9x21 '--- ~� - .;c:----------_-�1 Rtl2SPILLWAY ---� �� `_`J CONTACT DIG SAFE AT 1-888-344-7233 G G *EXISTING NON CONFORMING (DBO) DESIGNED BY OTHERS PROPOSED SEDIMENT C- E U`S"I _ ---- J '-� �` 6. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS- WHICH MAY FOREBAY9x50 CU N A BIT 4NC. SIp6w'ALhHR PROPOSED HANDICAP RAMP EXIST. BRE l 'r Will PROPOSED RIPRAP CONC CONCRETE SPILL WAY9x50 Y PARKING TABLE TP-01 Q FROM SECTION 5.1 `OF THE CITY OF SALEM ZONING PEOP PROPOSED EDGE OF PAVEMENT PROPOSED INFILTRATION e• J� ORDINANCE FOR THE MULI T-UNIT R2. DISTRICT BASIN. r' �<y .{ Y `� OMIT OF BORDER -PROPi�SEE��R77`Y-GA LAND SUBJECT T CO CLEAN OUT ---� _FLA F0p� ---'� FLOODING REQUIRED. * PROPOSED POLE LIGHT '0 '- $ ONE AND ONE-HALF(1.5) SPACES PER DWELLING UNIT WITH ,. --. µ -..... A MIN/MUM OF TWO(2) SPACES PBB PROPOSED a�ruMlNous BERM EROS/ON CONTROL AND SED/HEMI TA T10N NOTES: 12" OUTG-FP'" 100' BUFFER ZONE TO (WITH GRA 7E) BANK 8 UNI 7S * 1.5 = 12 SPACES REQUIRED -PD PROPOSED DRAIN 1. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES DURING R1 .0 1 -PROPOSED DRAIN BASIN. ENTIRE CONSTRUCTION PERIOD. IN -6.0 HDPE (NYLOPLAST-SO COVER`-_- PROVIDED: PRD PROPOSED ROOF DRAIN „• ' Pp RIM=10.75;' - 17 SPACES (INCLUDING 1 HANDICAP SPACE) - - 2. ALL STOCKPILED AREAS SHALL IBE LOCA TED WI THIN THE LIMI T.of WORK INV IN=,:8 LINE AT LEAST 50 FEET FROM LIMITS OF BORDERING WETLANDS AND ,tgITJV O 5.5 PROPOSED P300 TURF MAT STABILIZED TO PREVENT EROSIOIN. J. ALL DEBRIS GENERATED DURING SITE PREPARATION AC77VIRES SHALL BE LEGALLY DISPOSED OF OFF-SITE. E PROPOSED PROPERTY LINE t PROPOSED PAVED AREA 4. PROVIDE CRIBBING AS NECESSARY TO PROTECT EXISTING UTILITY LINES ' - ------- DURING CONSTRUCTION. . PRDPDSED D 2 -' 5. ALL TOPSOIL ENCOUNTERED Wl THIN WORK AREA SHALL BE STRIPPED TO ITS PA o -� FULL DEPTH AND STOCKPILED FIOR REUSE. RKING EXCESS TOPSOIL SHALL BE U > DISPOSED OF ONSITE AS DIRECTED BY OWNER. TOPSOIL PILES SHALL REMAIN SEGREGATED FROM EXCA VA TED SUBSURFACE SOIL MATERIALS. SOIL LOGS. \ E DATE. DECEMBER 21, 2011 SEE RECORD CONDI TIONS 6. ADDIT70NAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS CONDUCTED BY PETER POMMERSHEIM (SE3046) PLAN FOR EXISTING 'S COND177ONS WARRANT OR AS DIRECTED BY THE OWNER OR OWNER'S OF MERIDIAN ASSOCIATES NOTES & LEGEND REPRESENTATIVE. • E ,k V � .�t� Z ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED MAP 25 LOT 74 0 � N�x ` TEST PIT TP=01 TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADS. SALEM SWAN REALTY LLC. 401 20. W - .. -- - ELEV.=18.1 f BRIDGE ST O 4 I --'`'� E.SH.G.W. ELEV.=15.1f 8. ANY SED/HENT TRACKED ONTO PUBLIC RIGHT-OF-WAYS OR PARKING AREAS 24 T ' a�fSHA LL BE SWEPT AT THE END GAF EACH WORKING DAY. m 011-2" PA VEMENT 2"-12" GRAVEL PACK 9. SOIL EROSION AND SEDIMENTATICON CONTROL MEASURES SHALL BE J� x r - 12"-22" ASH AND DEBRIS INSPECTED AND MAINT4 NEO ON A DAILY BASIS DURING CONSTRUCTION TO -...,. / 22"-36" Ab-DISTURBED INSURE THAT CHANNELS, DITCHES AND PIPES ARE CLEAR OF DEBRIS AND 36"-75" LAYER C. SANDY LOAM THAT THE EROSION CONTROL BARRIERS ARE INTACT. LIMIT OF 200' RIff__IONT .AREA REDOX ® 42" 10. DUST SHALL BE CONTROLLED BY SPRINKLING WA7FR OR OTHER APPROVED Y- s' _ 8 I J - ESHGW ® 64" METHODS AS NECESSARY, OR AS DIRECTED BY THE OWNER OR HIS q \ DP6sE0-FIDNCAPPED TEST PIT TP02 REPRESEN TA Tl VE. 12• PARKING SIGN ELEV.=17.Of 11. FIL TERMI TT CHECK DAMS SHALL BE PROVIDED AROUND ALL EXISTING DRAIN �� 15x35 E.SH.G.W. ELEV.=138f INLETS PRIOR TO CONSTRUCTIONI ACTlWRES AND AROUND ALL PROPOSED ' \ DRAIN INLETS PRIOR TO PERMAIWENT PAVEMENT TO CONTROL SILTATION. 15x29 ( '. " D -80 FILL -90" ASH AND DEBRIS 12 SILTATION DEVICES SHALL BE INSTALLED ALONG THE EDGE OF PROPOSED �7-- W � �• '. . � �:� 90��96" (DISTURBED) Ab-FINE SANDY LOASM DEVELOPMENT AS INDICATED IN THE PLAN PRIOR TO THE COMMENCEMENT �r 7.0' WIDE 96 -110�� B HORIZON FINE SANDY LOAM OF CONS7RUC770N OPERATIONS. L���'ARD � PASSAGE WAY 110"-129" LAYER C. SANDY LOAM (250 FcrE-�T L/� OF 91 r -J 1 FOR PEDESTRIAN USE. 13. CLEAN AND MAINTAIN EROSION C ON7ROL BARRIER AS REQUIRED DURING �1 REDOX ® 110 CONSTRUCTION OPERATIONS TO iENSURE ITS CONTINUED FUNCTIONALITY. FROM MEAN SSD/CT/ON �sl� Q .� -- --ag---------- ESHGW ® 110" H/GH Wq TER � I 14. CONTRACTOR SHALL CLEAN ALL EXlS77NG AND PROPOSED DRAINAGE PROPOSED CONCRETE STRUCTURES WITHIN THE LIMIT OF WORK AT THE COMPLETION OF ' 'C . . CUiLKZ` 9; ) �=- LANDWARD LlM/T OF CH. 91 JURISDICTION CONSTRUCTION ACTIVITIES BLOCK WALL To BE �t;, \: (250 FEET FROM MEf4)KH/GH WATER DESIGNED BY OTHERS (TYP) 0 PROPOSED SUBSURFACE 15. THE CONTRACTOR SHALL REMOVE ALL SILTATION DEVICES AFTER o �. s.. �; SYSTEM REVEGETARON OF DISTURBED AREAS AND AFTER WRITTEN APPROVAL OF INFIL TRA T70N 0 X10, CON PA 770: THE PROJECT ENGINEER. 16.. THE CONTRACTOR SHALL PERFORM TEMPORARY AND PERMANENT ° LIGHTING. TABLE STABILIZATION MEASURES ON ALL DISTURBED AREAS AS SOON AS y' PRACTICAL BUT NOT MORE THAN 14 DAYS AFTER CONSTRUCTION ACTIVITY CATALOG No. QUAN77TY DESCRIP770M LAMP HAS TEMPORARILY OR PERMANENTLY CEASED ON THAT PORTION OF THE , PROV--H5 (3) SMOOTH ANU HAMMERTONE 150 WATT SI SPECULAR R?EPLECTORS AND METAL HALIDE LAMP CLEAR FLAT' GLASS LENS MAP 26 LOT 2 3x8 23x8 ROMAN CATHOLIC ARCHBISHOP _ of BOSTON 150 FEDERAL ST. RECORD OWNER: APPLICANT.- Q / N HEALTH AND EDUCA77ONAL SERVICES, INC AM WHARF TRUSTEE.• BARBARA WHITE 162 FEDERAL STREET 30 FEDERAL STREET n a EXISTING ROOF DRAINS TO BE 01970 SALEM, MASSACHUSETTS 01970 SALEM, MASSACHUSETTS Q CONNECTED TO PROPOSED MASSACHUSETTS . 01970 < ROOF DRAINS (TYP) l i 10' i 35.5' / 7.6' \ MAP 25 LOT 73 2 162 FEDERAL STREET J, DA WD McLEAN TRUSTEE OF THE #162 GRAPHIC SCALE J. DAVIfl McLEAN REVOCABLE •' TRUST 164 FEDERAL ST. PRQPOSED s UNITS/rs PRIOR TO OBTAINING A BUILDING PERMIT THE SCALE. 1"=20' Sl TE PLAN OF LAND 4-STORY APPLICANT WILL COORDINA TE INFORMA TION REGARDING T L�1W17I LOCATED IN WOOD FRAME V) _ THE SIZE, AGE, TYPE, AND LOCATION OF THE EXISTING FEET 20 0 10 20 40 80 SA[•�• , MASSACHUSETTS ©WELLING !11WATER AND SEWER TIWI f SALEM ENGINEERING DEPARTMENT TO DETERMINE lF5 1 G� 20 30 (ESSEX CO UNTY �'19k4 ANY CHANGES -ARE REQUIRED. METERS 0 PREPARED FOR . - WILLIAM WHARF 0, ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD SCALE: 1 "_ ,20' DATE: JANUARY 25, 2012 X2 ' 14.5' INFORMA TION RECOVERED) THROUGH RESEARCH WITHOUT \ PORCH \ ; o SURFACE DEMARCA TION )NOR SUBSURFACE VERIFI CA TION. �` MERIDIAN !_ 8.6 ASSOCIATES c� prWc►,ONS Ply+ Y 500 CUMr�IINGS CENTER,SUITE 5950 69 MILK STREET,SUITE 302 ISG J ,p BEVERLY,MASSACHUSETTS 01915 WESTBOROUGH,MASSACHUSETTS 01581 a '' rod�T • ' i TELEPHONE: (978) 299-0447 TELEPHONE:(508)871-7030 0�!t�l��� ,. L WWW.MERIDIANASSOC.COM . . FEDERAL STREET DWG. No. 5408-SITE 1 7/26/12 REVS PER PLANNING DEPT MJN CEW (XREF. -Rec by other) NO. DATE DESCRIPTION BY CHK'D SHEET No. 3 OF 5 PROJECT No. 5408 Copyright 0 by Meridian Associates,Inc.All rights reserved CANAL WAl1 ~ - Plw>`osw LEGEND PLANT SCHEDULE CONCRETE SIDE 1'dAl o o 07Y: SYM. COMMON NAME LATIN NAME NOTES 6RAPHIC SCALE `M-- - - _ 6,P SCALE: I"=20' SHRUBS, PERENNIALS; GROUNDGOVERS 4 VINES I AG WHITE FIR ABIES GONCOLOR 8-10' HT. o BN RIVER BIRCH BETULA NIGRA 5-10 CLUMP FEET 20 D 10 20 40 _ __ BEEN, SHADE ORNAMENTAL TREES ,, MPERVIRENS BOXWOOD 13LUESTONE 18-24 HT. EYERG 15 BS BUXUS 5E t4' D 5 10 20 30 ' ~• 2Gi GA GLETHRA ALNIFOLIA 5UMMERSY�IEET 18-24" HT. METERS , L7 I�jDG L r I OF FLOWERING DOGWOOD GORNU5 FLORIDA 10-12' HT. STR � --, B-NCHMARK TOP SPINDLE . - - 24" HT 5 GR CORNUS RAGEMOSA GRAY DOGWOOD 18 T-��RAN T ELEVA 7170N = 11.69 -- •.� ---- `�- �- _ 3 FP &REEN ASH FRAXINU5 PENNSYLVANICA 3-5.5" GAL. (1) FP Y PRUNE ONLY INJURED OR BROKEN BRANCHES. RI - RETAIN NATURAL FORM OF TREE: DO NOT TRiM 36 HM DAYLILY HEMEROGALLI5 HYPE ON AL (5) MP > AZ ---- � LEADER, WHENN ADJACENT TO A SIDEWALK , ___ f � PRUNE BRANCHES TO SIX FEET. "i HS H05TA H05TA BLUE MAMMOTH 2 GAL. (•� 3 HQ OAKLEAF HYDRANGEA HYDRANGEA WERCIFOLIA 30-36HT. uy RESTORATION SEEDMIX AREA , • (.1) IGS 7 16 INKBERRY ILEX bLABRA 30-36" HT. The New England Erosion Gontrol/Rostoration Mix For Dry (q) GA 3 MP BAYBERRY MYRICA PENNSYLYANIGA 30-36".HT. Sites provides on appropriate se lection of native and ' P - PROP0S-EQ--s'�I�7'TY--GSA naturalized grasses to ensures that dry._and recently �� �� .�;: , _ , � �.Q � � ��t�- � / dlsturbe�d sites will be Rutckiy rewegetated ana"tli�rseai�. LD�A_,2oy- 2"-4" LAYER OF MULCH. KEEP MULCH 2" BACK i QP FIN OAK QUERCUS PALUSTRIS , 3-3,5" GAL. M,_ surface stabilized. It is on appropriate seed 'mix.for road :, - . ; FROM TRUNK.. TRUNK FLARE TO REMAIN 1"-2" 440 PP ALLE6HANY SPURGE PACHYSANDRA PROGUMBENS - I CAL. cuts, pipelines, steeper slopes, and areas requiring vlck r�• ``' • ' " "" � ABOVE FINISIH 6PAM. cover.. Fertilization is note reR•ulreld unless the stills ars�� _' 100' FROM Top OF NORTH RI •10 VD DOUBLEFILE VIBURNUM VIBURNUM DENTATUM 3b"-48" HT. particularly infertile. ( ____RIVE GUT AND REMOVE A5 MUCH BURLAP A5 SPECIES= Creeping Red Fescue, (i=estuc:a rubra), Canada Wiid i (!) ��------ __, � POSSIBLE, IF NON BIODEGRADABLE REMOVE Rye, (dymus canadensis), Annual Ryeggrass, (Loll multifIorum), ¢ ENTIRELY. WIRE BA69ET5 TO BE REMOVED Perre�nial yegross, (Lolivm perm a , Dive &roma, (Boutelova ' ENTIRELY. bENERAL NOTES rocills) Little Biuestem (5chizach �rium sco orium), Indian (201 GA g y P ,:�;,* L EXCAVATE P:LANT!NGS HOLE TO A Y410TH THREE Grass, (Sorghastrum nutans), Rough Sentgrass, (Agrostis (5) GR I .y r�„••.....t. ,� i• ; THE PURPOSE OF THESE PLANS 15 TO ACCOMPANY AN APPLICATION FOR A NOTICE OF INTENT. _ , TIMES THE DIIAMETER OF THE ROOTBALL AND A {3) VD scabs), Upland Bentgrass, (Agrostis pare nnans). l �I � ,> DEPTH EQUAL TO THE HEIGHT. ' PROPOSED PROPERTY ONE THE TOPOGRAPHY, SiTE DETAIL 4 SURFACE IMPROVEMENTS DEPICTED HEREON YVERE 11� , w OBTAINED FROM A PLAN ENTITLED "PLAN OF LAND 162 FEDERAL STREET" PROVIDED BY BY EXI5TIING TREES TO REMAIN -� _ --- - " " NORTH SHORE SURVEY CORPORATION OF SALEM, MA DATED DECEMBER 2'I, 2011. TO IBE PROTECTED (TYP NOTES: (2) FP THE LOCUS PROPERTY DEPICTED 15 LOCATED IN RESIDENTIAL TW0 FAMILY (R2) BACKFILL PLANTING I.10LE WITH EXISTING 501E AMENDED AS NECESSARY. THE LOCUS PROPERTY 15 DEPICTED A5 LOT Gib ON Cirri OF SALEM ASSESSOR'S MAP 26. BACKFILL HALF THE 501L AND WATER TO SETTLE OUT AiR POCKETS, COMPLETE BACKFILLING `� -- AND REPEAT WATERING. THE LOCATION OF ALL UNDERGROUND UTILITIES 5HOWN .ARE APPROXIMATE AND ARE BASED EXISTING TREES TO BE REMOVED (TYP3 UPON A PLAN ENTITLED' "EXISTING CONDITIONS PLAN" PROVIDED BY BY DONOHOE AND PARKHURST, INC OF TOPSFIELD, MA DATED NOVEMBER 14, 2011. THE CONTRACTOR, PRIOR TO IF ROOTS ARE CIRCLING THE. ROOTBALL EXTERIOR, GUT ROOT'S VERTICALLY 1N SEVERAL O AL VERIFY THE LOCATION OF ALL UTILITIES AND � _- - PLACES PRIOR TO PLANTING, COMMENCEMENT OF CONSTRUCT! N, SHALL MAP 25 LOT 74 RESTORATION SEEDMIX AREA CONTACT DIGS SAFE AT I-888-344•-'1233. j SALEM SWAN REALTY LLC. 401 ,; .L 1 ry - --�' �"' ONLY STAKE TREES SITUATED ON WINDY SITES OR EXPOSED TO SUBSTANTIAL PEDESTRIAN . BRIDGE ST. , 0 1 .---'' TRAFFIC. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNAPITTEN EASEMENTS WHICH MAY EXIST. l °q ] ;TREE PLANTING THE TOP DF BANK LOCATION AND THE ASSOCIATED 2oo FOOT RIVERFRONT RE50URGE AREA _ (NOT TO SCALE) SHOWN HEREON 15 AN APPROXIMATE LOCATION. THE LIMHIT OF THE TOP OF THE NORTH RIVER F _ � r . RESTORATION SEEDMIX ARES"` t � • '. ..;�--•--...._.:-.------.""_.�_ ] �.• r/may.,,.,..- CANAL 15 NOT WITHIN THE SUBJECT PROPERTY. _ ` I (IN AREA OF.DISTURBANCE) t .•R — _�_ 200FROM TOP OF NORTH RSR CANAL LAIDSGAPE NOTES 211-40 LAYER. OF MULCH. KEEP MULCH 2" BACK (1) AG - FROM TRUNK.. TRUNK FLARE TO RLNiAIN .I"-2" ALL PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE ----c� (' �n` ABOVE FINi56H GR,4l7E. AMERICAN STANDARD FOR NURSERY.STOCK PUBLISHM;) BY THE AMERICAN ASSOCIATION �° -1` 5x.35 _ (11) VD ,- a OF NURSERYMEN, INC. 15x29 . �� t LOAM AND SEED (lYP) GUT AND REMOVE A5 MUCH BURLAP A5 a I _- ---- �m POSSIBLE, IF NON BIODEGRADABLE REMOVE. SPACE PLANTS AT SCALED DISTANCES SHOWN ON DRAMINC UNLESS OTHERWISE 1' �� � -17—� oQ ENTIRELY. WiRE BASKETS TO BE REMOVED INDICATED. ANY PROPOSED SUBSTITUTION OF PLANT MIATERIAL SHALL ONLY BE MADE '• A AL OWNERS RE IVI'E .-- I7 ` ` (36) HM ENTIRELY. -TER PRIOR APPROVAL OF O 'S PRESENTAT PASSAGE WAY Y . `�� : , � ,•• ',� � •:s' ;� ' EXCAVATE PLANTING HOLE TO A.WIDTH THREE PLANTING BEDS ADJACENT TO BUILDING TO BE MULCHED WITH AGED BARK MULCH TO A • FOR PEGFSTRIAN USE �_�, ;`,;' • : `.' � ' TIMES THE DIAMETER OF THE ROOTBALL AND A �y .DEPTH OF THREE (3) INCHES. . PROVIDE.FiVE (5) FOOT DIAMETER MULCH CIRCLE AROUND � 10 . a....,._.. t ' .�..._.,,,.��.�..�,�....�.�_.._.,_.....•--._.^^ # 3�f�aa•. rc :s� �.� # rG I BN ii;f DEPTH EQUAL TO THE HEIGHT. ALL INDIVIDUAL TREE PLANTINGS AND CONTINUOUS MULrH BED AROUND SHRUB PLANTING5. •• L�" - 000 s (� l�n b .. �` PLANTINGS ALONG SOUTH STREET AND OUTSIDE DRIVE ]LANE/ PARKIN& SHALL NOT BE i �,� • '#5,0 CONC WALK(5q' MAX) ' ^.�,�; r# zi - MULCHED. •' „ ( ) ------ NOTES: PLANT MATERIALS SHALL BEATt SAME RELATIONSHIP TC7 FINISH GRADE A5 THEY BORE TD :; I' SPACED.16" O.G. GRADE IN THE NURSERY. EXISTING TREES TO REMAIN (TYP.) 'i . • g . ;�;' •..••, BACKFILL PLANTING HOLE WITH EXISTING SOIL AMENDED AS NECESSARY. 361 xio' CONI PA no • . ., =.�s • .. ALL PLANT MATERIALS SHALL BE GUARANTEED POR ONE YEAR FOLLOWING ATE OF AGKFILL HALF THE SOIL AND WATER TO SETTLE OUT AIR POCKETS, COMPLETE BACKFILLING (3) }•� ,.,, '•, 8 FiNAL WRITTEN ACCEPTANCE FROM THE OWNER OR HiS REPRESENTATIVE. AND REPEAT WATERING. TB EXTERIOR, GUT ROOT'S VERTICALLY IN SEVERAL _- IF ROOTS ARE GIRDLING THE ROD ALL OR, RT ALLY SEED ALL DISTURBED REAS UPON COMPLETION OF FINAL GRADIN&. AREAS THAT DO �� � ••.� ;._ .; . . - NOT SHOW A PROMPT 'CATCH' SHALL BE RESEEDED AT THE SAME.RATE AND IN THE SAME (t5}'B5_ PLACES PRIOR TO PLANTINGS. MANNER A5 BEFORE, UNTIL AN ACCEPTABLE GROWTH O)F VE&ETATION 15 MTABL15HED 24- TING LAWN ( O T ENTIREAREA. i :• _.� ). _..���.._. - MAINTAIN EXiS TYP). OVER HE ENT CONSIST OF 3 PARTS LOAM, .! AR A MAP 26 LST.2 SHR M PLANTING PLANTING MIX .SHALLL PART SAND, I PART ORGANIC PEAT r , ROMAN CATHOLIC ARCHBISHOP (NOT TO SCALE) MOSS. INCORPORATE COMPONENTS, FERTILIZE AND LIME AS REQUIRED TO SATISFY / OF BOSTON SPECIFIED PARAMETERS. DECK I 150. FEDERAL ST. AREAS LABELED RESTORATION SEED MIX AREA TO BE SEEDED:WITH "NEW ENGLAND SET BASE OF STEM AT EROSION CONTROL/ RESTORATION SEED MIX FOR DRY SITES" FROM AMHERST WETLAND ti_ , PLANTS, INC. (3,5oot 5F COVERAGE) FOUNDATION PLANTIN65 G f FINISHED &RADE. TO SE DETERMINED (TYP.J 01 r 2" LAYER OF MULCH. ' 7.6' i :sit,, r o.s...e•' k. .:f'•{ # i;=t L—j #t.-- r. s E t _ a —_ ^i .. P 25 Y ,( y�z yS.•i}• .rr j WL ..a• n= w:•�;^�1tj ;� MA LDT T,3 r 'r ¥I L� A 3 —, J. DA<ilD McLE�4N USTEE Li ll �, `. ,. j ` ("( [•` r .� .T7( ,._� 1' , - _ 162 FEDERAL ,STREET f. aj�€ i %g.- s m.s ##i LCIt ,!Tr, T (...' a sl aSs � - ,M}_„.. .t ] .. .Ili - L. m' 6 Y_ YJu.. "� ' ,.,_, L,"`._'.L1 "' -'r� OF THE f d';r :r;k—��1=1 � {, i� .'r 1 . ��--=:li;,- rjl-. fin-=-4— li r= . - .� .. , x(+ i>y' y � 1,"';_,u' : E .J. DAVID McLEAN REVOCABLE t ?. � 'I :; �tI IIS#- �L �s ,,� #162 .-- „#r'- [ , ; _.::, TRUST 164 FEDERAL ST. / ._ I t rlf rllriZ/ PROPOSED 8 UNITS `111A u�tcHUs .LAl"VDSCAPE .PLAN / 1 SP....... % LOCATED.Tofi \�`Q��a p. GWo',�•.T,T �f MOOD FFAM :.Q SALEM ,/' /''tt j�'�'Tit �J'�I�7 r L)i+YELLING PREPARE ENTIRE PLANT BED. TILL EXISTING `'�k .� 'LtiSA�►.rll CJ1�.7E1 l S TOPSOIL TO 12" AND AMEND AS NECESSARY. ;v� '• ~'.:�: (ESSEX COUNTY) O c, ,.N ' NOTE: "'� � .,�!ro,� .• � PREPARED FOR p ` WILLIAM WIMRF SPACE.PLANTS EQUALLY TO PROVIDE GON515TANT COVER �ANpS �` �� I•Z�•t� ruhh IG OVER INDICATED PLANTING , ALE: 1 = 20 DATE: JANUARY 25, 2012 SC .. .---- --- �• QMCd0� PLANTING MERIDIAN (NOT TO SCALE) A S SCJCIATES REVIJ���NJ� 500 CUMMINGS CENTER,SUITE 5950 69 MILK STREET,SUITE 302 BEVERLY,MASSACHUSETTS 01915 WESTBOROUGH,MASSACHUSETTS 01581 • W W ME j� ]� /( j TELEPHONE: (978) TELEPHONE:(508)871-7030 FEDERAL STREET . DWG No. 54118 LAND R� RIDiANASSOC.COhq (XREF. 5408_sirE) SHEET No. 4 OF .5 PROJECT No. 5408 (XREF•5408_REC) NO. DATE DESCRIPTION BY CHK'D . _ . ::57t i::;.,.:'• a tis <s b 1 rsr-lira-,r•ed. SECTION EMD VIEW SECTION TOP MEW OBSERVATION PORT WITH CAP (PERFORATED DISTURBEDAREA BELOW STONE - INSTALL A MINIMUM OF TWO . . l . . 0 . /ROCIED AREA, VELOCITY REDUCTION " (2) PORTS IN EACH FIELD) CUL7EC RECHARGER 330XL (52"WxB.5Lx30.5"H) p AND SETTLEMENT ZONE. 0 1. To 2 DIA. WASHED CRUSHED STONE o • 4" LOAM & SEED TM F 0 (DOUBLE WASHED PREFERRED) 959 COAPTED FILL (=I. - _- I _ FYI _ �, p 1=I I I_.I I_=:_ I L 1- I - _- I I:-.- !_=1 I = i I=(I 2 F'tilter itt po• \ c� w MINIMUM FIN/SHED GRADE EL.=19.0f 4 OZ. NON-WOVEN FILTER FABRIC TO :I 000°o N O ENCLOSE TOP AND SIDES of THE SYSTEM _ ; . . 8.5' RAL » iii— i , — ! —!, I— \ NATu „�� ��\/\ 8 N •• ,. (MIN) !1 I J=1 11=1 I I _ — _ I-11 I IN v=17:o I I 0 1 �, o' FLOW TOP STONE EL -18.04 = 57 C-C „I-I i I_ _ _ ; p 1V 17.0 8"�1 o o _I 11=1 I I- - - - - - -I I .. . - - " -!1 i-1 11-1 I I-1 I f=1 11-1 i �-_ ,1 2 1- - ITOP. CHAMBER =17.54 =..-.. !I- 6 (MIN)_= -___-” 1= ' - =c5"I `„° _PE ._ -.. _I 11, I I _ _ 11=1 I ff—I I I:.�I 11=1 I —III f _ �Q DISTURBED — ;—�i —i;;—; i—iii— ::. ::.:.:::.: -:.. :. :.::..::.:.:: PROTECTED AREA �I I I-1 I I- _ **-I h.:: :.'::, _:: -:: . _I 1-1 11-1 I t !1a�1—I 11-1 I N�M _� AREA 18 0 6 HDPE INLET 17.00 30.5 1-111=1 I 1=1 I 1=1 I 1=1 I 1=1!1_ =I(I=BOT. CHAMBER =15.00 =I -1 �. I I ! ! f 1=1 (-T=)I I 1-1- I I;- ! I-HEADER TO PSISCONNECT'ALL ROOF DRAINS UNION END VIEW -I I f= — — — — — — 1 I—:: ......::: :. :: " 1=1 I I=1 I I=1 I 1 =1 I hI - :::.: :. .::::::. . :: ::: -:::::::::::::.::::::: 6 (MIN) - I I 1 *ANCHOR PINION TOP VIEW =1 I I_ r,rr °N_ -r —°TTT--n---=1 I—;,: , ,=- _ _i -11!-i 1 I-1!1=1 I 1=1 I H :III _ 4" HDPE r�t _ _ 11%1"X36" OAK STAKE =1 I I=1 I I-III=1 I I=1 I I=1 I!=III I I,.- - »!`I!!=1 11=1 I!=1 I I 1 I I—I I —1 I =1 I I=I 11=1 11=1 11=1 i 1=!!(: cA-r_�RAL. = OR FELI - o -1 11..._I I i-_I I I--I I FI I L-I FROM 2" OR GREATER TREE USE.2 CUL TEC RECHARGER I—I I J= 12_(MIN) _III-1 I(-1 I I-III-!11-I 11=-- i{ I!I=1 11=III=1 I I=I 11=1 I Fd 11=111- ROOF DR !I -I 11=1 I I=1 I I=1 I I=1 I=1 I I=�-1 I- =I I-I 1=1 i OF DRAIN z Q DISTURBED AREA OR * *p • I —I -1 '-1 =I!i-I 11-E.S M.G.W.--I!I- I -;= - I I—I 1 I—III=1 I I—I I PI I I--1' a OTHER PRE-EXISTING, 0 330XL UNITS ;-� ;--� ;-�,-=-n--�• --: r, � EQUIVALENTLY �- o -I -,��.�=1 I I-1 i—I-��_- NATURALLY i 11=I I!=1 I 1_�..�_�.- -_- VELOCITY REDUCTION _ =' d " •. x • y, i �___; PROTECTED AREA •t't' AND SETTLEMENT ZONE ANCHORED OBJECT. z c,�o PROVIDE MINIMUM FEET SEPARA7TON =III=I I(=I 11: =1 CCURRING SOIL__ 1=1 I I-1 I I—i I I---I NO7F• CONTRACTOR SHALL REMOVE ALL TOPSOIL, 1" r0 2" DIA. WASHED CRUSHED FilterMitt Q a a BETWEEN INE BOTTOM OF THE 6 /NCH =1 I I—)I I—II!=I(I- -I 11 111=� I=1)I—_)I SUBSOIL, RLL MATER/AL AND OTHER IMPERVIOUS 4 OBSERVATION PORT W/7N CAP STONE (DOUBLE WASHED PREFERRED) ❑- w s" Min. _I I—1 I—I 1 (DEPTH VAIRIES)I I-I I I I-1 I hI I LAYERS W/1H/N THE FOOIPR/NT OF THE PROPOSED (PERFORATED BELOW STONE — TM FLOW overlap .WASHED STONE LAYER AND THE ES ABLE. IED — SUBSURFACE INFIL7RA77ON SYSTEM. EXCAVA77ON INSTALL A-M/N/MUM OF TWO 2 F'tilterMtitt po• '� SEASONAL HIGH GROUNDWATER TABLE. O •aoo� o I SECTION DETAIL SHALL BE FILLED WITH MATERIAL SPECIFIED IN PORTS IN EACH FIELD) 4 OZ. NON—WOVEN FILTER GRouri \\/�\/� o o NOTES.- ^'/ SECTION 15.255 (3) OF THE STATE ENVIRONMENTAL FABRIC TO ENCLOSE TOP \ \ \ �� • FLOWCODE, 777LE 5 UP TO THE PROPOSED ELEVATION OF AND SIDES OF THE SYSTEM — C—C IS CENTER To CENTER THE WASHED STONE. 18"� 0-1 18" o DISTURBED - PROVIDE 5"MIN: SEPARATION BETWEEN ROWS OF CHAMBERS 2 PROTECTED AREA AREA **INVERT ELEVATION IS FOR BOTH INVERT IN AND INVERT OUT PROPOSED SUBSURFACE INFILTRATION FilterMitt'�`°` COMPONENTS: SYSTEM 11 - PLAN VIEW OUTSIDE CASING: 100% organic hessian. PROPOSED SUBSURFACE INFILTRATION (NOT TO SCALE) FILLER INGREDIENT: FiberRoot Mv2ch7M FilterMittTm INSTALLATION: SYSTEM 11 - CROSS SEC77ON •A blend of coarse and fine compost and With the newesit technology and equipment, p (NOT TO SCALE) shredded wood. sections can be constructed on site in •Particle sizes: 100% passing a 3"• screen; lengths from 1' to 100'. 6" 90-100% passing a 1" screen; 70-100% '- passing a 0.75" screen; 30-75% passing Sections can also be delivered to the site a 0.25" screen. in lengths from 1' to 8'. �Dc •Weight: Approx. 850 lbs./cu.yd. Tm The flexibility off FiZterMitt allows it to (Ave. 30 Ibs./I.f.�) conform to an contour or terrain while \f 2 4t CONCRETE SIDEWALK RIVEWAY Y' \ —2 RADIUS TRANSITION ENTRY EXIIr For more information visit: holding a slightly oval shape at 12" -high -29 AS NOTED ON PLAN www.aroundscapesexpress.com by 18" wide. EXISTING - - - . ,.4.. _,.,•,,�._ :.•., ..: BITUMINOUS CONCRETE STREET " • ENS y or contact us at: BRISTLE-BROOM FINISH " Groundscapes Express Inc. Where .section ends meet, there shall'be be 4 CEMENT ,. • GRAN17F CURB CORNER SHALL MEET THE ` s !. GRAVEL BASE P.O. Box 737 an overlap of 6i". or greater. Both sides CONCRETE SLAB FINISHED GRADE REQUIREMENTS OF MASS. HIGHWAY STANDARD Wrentham, MA 02093 shall be anchoried (oak stakes, trees, etc.) 6"x6" SPECIFICA77ONS Mf9.04.6 ( ) to stabilize the union. WELDED WIRE MESH SLOPE AT 1 4" FT TOP VIEW OF GRANITE CURB CORNER DRI VEWA Y ENTRY SECTION A—A 508 384-7140 1" RL TERM/TT 2:1 SLOPES OR (NOT TO SCALE) (Nor TO SCALE) a„ COMPACTED GRANITE' CURB CORNER PROCESSED GRA WEL (NOT TO SCALE) BASE: COMPACTED SUBGRADE FACE of BUILDING �1/2 RADIUS 13.50" 12" . • _ _. 1/4„ TO 1/2" PREM OLD 5.0 " (1) 12 PVC OVERFLOW RISERS FILLER WITH GRATES INV.=8.90 (NYLOPLAST) EXPANSION JOINT _ T s N O O FLAT BASIN FLOOR TROWELED CONTROL JOINT O O o WI TH GRASS TURF =C=:) w I _ � _ RIPRAP SIDE N Q SLOPES TOP EL=9.3 rte--PROVIDE KEY AT Q R I W CONS7RUC770N JOINTS STANDARD H-20 RATED SEDIMENT SPILLWAY EL=8.9 _ r, FOREBA Y �- i SURFACE I (�I I CONSTRUCTION CONTROL JOINT DRAINAREA ( 62.7 SQ. INCH I `O • I I BOT EL=8.0 Z I i= =) I - INFILATRA ON 1 I I NOTE. TYPICAL EXPANSION JOINT SPACING EVERY 20' o.C. *(2) MAXIMUM RECOMMENDED SINTYPICAL CONTROL JOINT SPACING EVERY 5 O.C. OVERALL HEIGHT 10' HINGED GRATE COVER. BOT EL=B.D I 1 III -I I (- FOR EASY ACCESS ( — —III CONCRETE WALKWAY 12" NYLOPLAST DRAIN BASIN (NOT TO SCALE) INLINE DRAIN (RISERS IN NATURAL (NOT.To SCALE) INFIL TRA 77ON BASIN) MATERIAL DRAIN BASIN "c� ? REMOVE ALL TOPSOIL & SUBSOIL LLLLLLLL LLLLLLLL . � UNDER 11-IE EXISTING BASIN LLLLLLLL LLLLLLLL EXPOSING PARENT MA 7ERlAL AND LLLLLLLL LLLLLLLL REPLACE W/TH TITLE V SAND , LLLLLLLL _ ESHGW -- --- - - MATERIAL SPECIFIED IN SECTION -- - -- 15.255 (3) OF THE STA TE- ENVIRONMENTAL CODE, TITLE V. SOLID GRATE SECTION THRU SURFACE INFIL TRA 7]ON BASIN MA TERIiAL: CAST IRON (NOT To SCALE) QUALITY MATERIAL SHALL CONFOIRM TO ASTM A48 - CLASS JOB NOTES: PAINT CAS77NGS ARE FURNISHED WITH AI BLACK PAINT 1. SEE PLANS FOR LOCATION AND SIZE of INFIL TRA TION BASIN. 2. SEE LANDSCAPE PLAN FOIR ADDITIONAL PLANTING INFORMA 77ON 12" NYLOPILAST CAST IRON GRATE (NOT TO SCALE) WATERTIGHT ADAPTORS A VAILABLE FOR ALL PLASTIC PIPING SYSTEMS STANDARD NYLOPLAST 1 » TOP COURSE CAST IRON'GRATE - 2 BINDER COURSE 72P/CAL NYLOPLAST DRAIN INSTALLATION 12" GRAVEL BASE (NOT TO SCALE) FINISHED GRADE _ 6" LOAM & SEED _ =II _II I I-III I - -I I I-III ADAPTORS AVAILABLE DETAILS 12 - - - _ = 4" THRU 12" LOCATED IN 1/2» COMPACTED SALEM MASSACHUSETTS SUBGRADE OUTLET WITH HDPE 4„ WATERTIGHT ADAPTOR ESSEX COUNTY ` BITUMINOUS CONCREZE PAVEMENT SECTION -12" DIAMETER INYLOPLAST INLINE BASIN (NOT TO SCALE) PREPARED FOR o (NIOT;TO SCALE) • � BITUMINOUS 162 FEDERAL CONCRETE BERM SCALE: 1 "= AS NOTED DATE: JANUARY 9, 2012 BITUMINOUS BERM DETAIL 4, MERIDIAN (NOT TO SCALE) A S S O C I A .L E. �V T E S REVISIONS ca CIVIL cn 500 CUMIVIINGS CENTER,SUITE 5950 69 MILK STREET,SUITE 302 fla.37876 BEVERLY,MASSACHUSETTS 01915 WESTBOROUGH,MASSACHUSETTS 01581 ��FQI TELEPHONE: (978) 299-0447 TELEPHONE:(508 871-7030 <"J' $T-°"` t WWW MERIDIANASSOC.COM ) 1 7/26/12 REVS PER PLANNING DEPT MJN CEW l DWG.. No. 5408—DETAIL NO. DATE DESCRIPTION BY CHK SHEET 'No. 5 OF 5 PROJECT No. 5408 Copyright 0 by Meridian Associates,Inc.All rights reserved h_ CITY OF SALEM PLANNING BOARD March 26, 2015 2015 MAR 2b Renewal Ventures, LLC FILE 0 c/o George W. Atkins III CITY CLERK, SALEM, MASS. Ronan, Segal &Harrington 59 Federal Street Salem, MA 01970 RE: 162 & 150 Federal Street(Map 26, Lots 2 & 96) Decision of Planning Board to grant request for a six (6) month extension to commence construction authorized by the September 25,2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight(8) residential units. The Salem Planning Board met on Thursday, March 19, 2015 to discuss your request for the approval of a six (6) month extension to commence construction authorized by the September 25, 2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight(8)residential units. A letter submitted by Attorney George W. Atkins, III, on behalf of Renewal Ventures, LLC, on February 18, 2015, requests allowance to extend the permits granted by the Planning Board in a Decision date- stamped September 25, 2012, for an additional period of six (6)months. The petitioner states that the additional time is necessary in order in order to complete environmental remediation of the property— mitigation work has been done, but the monitoring and final report required to be submitted to the Massachusetts Department of Environmental Protection is ongoing. The action required is expected to be completed within the requested extension period. The requested six-month extension would commence on March 25, 2015, which is the expiration date of the current Decision. The requested extension would expire on September 25, 2015. The Planning Board voted eight(8) in favor(Charles Puleo—Chair, Dale Yale, Ben Anderson, Matthew Veno, Kirt Rieder, Noah Koretz, Randy Clarke, and Bill Griset) and none (0) opposed, to grant the approval of the requested six (6) month extension of the Flood Hazard District Special Permit and Site Plan Review Decision dated September 25, 2012. This determination shall become part of the record for this project. If you require further information, please contact Dana Menon, Staff Planner, in the Department of Planning & Community Development at(978) 619-5685. Sinc�er�ely� ,p0, Charles Puleo, Chairman Salem Planning Board Cc: Cheryl LaPointe, City Clerk Page 1 of 1 RONAN, SEGAL & HARRINGTON ATTORNEYS AT LAW FIFTY-NINE FEDERAL STREET JAMES T.RONAN(1922-1987) SALEM,MASSACHUSETTS 01970-3470 JACOB S.SEGAL MARY PIEMONTE HARRINGTON GEORGE W ATKINS,111 TEL(978)744-0350 FAX(978)744-7493 FILE N0: R-692.6 OF COUNSEL JOHN H.RONAN MICHAEL J.ESCHELBACHER March 11, 2015 City of Salem Planning Board 120 Washington Street, 3`d Floor Salem, MA 01970 Attn: Dana Menon Re: 162 Federal Street, Salem Members of the Board: An extension request has been submitted to you based upon the fact that environmental mitigation of an on-site oil spill has not been completed. This has prevented conclusion of the purchase of the property by the permit assignee. Mitigation work has been done and monitoring is now taking place with the intent of presentation of concluding documentation to the Massachusetts Department of Environmental Protection. Very truly yours, Renewal V res, LLC By ' ttorney eorge W. Atkins, III GWA/djz Ronan,Segal&Harrington 59 Federal Street Salem,MA 01970 City of Salem Planning Board 120 Washington Street, 3rd Floor Salem, MA 01970 Attn: Dana Menon RONAN, SEGAL & HARRINGTON ATTORNEYS AT LAW FIFTY-NINE FEDERAL STREET JAMES T.RONAN(1922-1987) SALEM,MASSACHUSETTS 01970-3470 JACOB S.SEGAL MARY GEORGE W.ATIHARRINGTON 1015 FEB 20 P 12. Sb GEORGE W..RICHARD III GREGORY R.RICHARD TEL(978)744-0350 OF COUNSEL FILE # FAX(978)744-7493 FILE NO: R892S JOHNH.RONAN fiTY CLEF.,(, S,n,LEM, MA S3_ MICHAEL J.ESCHELBACHER February 18, 2015 City of Salem E IENED Planning Board 120 Washington Street, 3`d Floor FEB 2 3 2015 Salem, MA 01970 DEPT.OF PLANNING& Attn: Dana Menon COMMUNITY DEVE"MENT Re: 162 Federal Street, Salem Members of the Board: In accordance with Massachusetts General Laws Ch. 40A, Section 9, Renewal Ventures, LLC, the Assignee of rights granted by a Site Plan Review and Flood Hazard District Special Permit Decision, dated September 25, 2012 (the "Decision") hereby requests a six month extension for good cause in order to commence construction authorized by the Special Permit. Attached is the previous granted extension dated October 1, 2014 Please assign this request to the Planning Board's meeting of March 19, 2015. Very truly yours, Renewal Ventures, LLC By its A eo . Atkins, III GWA/dap Enclosure I CITY OF SALEM PLANNING BOARD �gW nrr _ i n o. 1 FILE October 1, 2014 CITY CLE111i, Sl1LFM, MASS. Renewal Ventures, LLC c/o George W. Atkins III Ronan, Segal &Harrington 59 Federal Street Salem, MA 01970 RE: 162 & 150 Federal Street (Map 26, Lots 2 & 96) Decision of Planning Board to grant request for a six (6) month extension to commence construction authorized by the September 25,2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight (8) residential units. The Salem Planning Board met on Thursday, September 18,2014 to discuss your request for the approval of a six (6)month extension to commence construction authorized by the September 25, 2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight(8)residential units. A letter submitted by Attorney George W. Atkins, III, on behalf of Renewal Ventures, LLC, on September 3, 2014, requests allowance to extend the permits granted by the Planning Board in a Decision date-stamped September 25, 2012, for an additional period of six (6)months. The petitioner states that the additional time is necessary in order in order to complete environmental remediation of the property. The action required by the Massachusetts Department of Environmental Protection is expected to be completed within the requested extension period. Mr. William Wharff,the original applicant and holder of the Site Plan Review and Flood Hazard District Special Permit approvals,has entered into an Assignment Agreement with Renewal Ventures, LLC, as stated in a September 2, 2014 letter by Attorney Scott M. Grover. This letter was submitted to the Planning Board with the extension request. The assignment agreement includes Mr. Wharff s rights regarding the Planning Board approvals. The requested six-month extension would commence on September 25, 2014, which is the expiration date of the current Decision. The requested extension would expire on March 25, 2015. The Planning Board voted nine (9) in favor(Mr. Puleo—Chair, Ms. Yale, Mr. Anderson, Mr. Veno, Mr. Rieder, Mr. Koretz, Ms. Sides, Mr. Clarke, and Mr. Griset) and none (0) opposed, to grant the approval of the requested six (6)month extension of the Flood Hazard District Special Permit and Site Plan Review Decision dated September 25, 2012. This determination shall become part of the record for this project. If you require further information,please contact Dana Menon, Staff Planner, in the Department of Planning& Community Development at (978) 619-5685. Sincerely, �.w �� /D'- Charles Puleo, Chairman Salem Planning Board Cc: Cheryl LaPointe,City Clerk 2 Ronan Segal&Harrington �l 59 Federal Street $F t�=",I Salem,MA 01970 tP-Its P%, 18FEB "iS e OITHEY BOWES 02 1P $ 000.480 0001931401 FEB 18 2015 MAILED FROM ZIPCODE01970 City of Salem Planning Board 120 Washington Street, 3rd Floor Saiem, MA 01970 Attn: Dana Meron _ � "' I f i i i % �_ + 150 Se�w � 2o�g CITY OF SALEM PLANNING BOARD �OIII ACT P ='-r'r FILE # October 1, 2014 CITY CLERK, SALEM, MASS. Renewal Ventures, LLC c/o George W. Atkins III Ronan, Segal &Harrington 59 Federal Street Salem, MA 01970 RE: 162 & 150 Federal Street(Map 26, Lots 2 & 96) Decision of Planning Board to grant request for a six(6) month extension to commence construction authorized by the September 25,2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight (8) residential units. The Salem Planning Board met on Thursday, September 18, 2014 to discuss your request for the approval of a six (6)month extension to commence construction authorized by the September 25, 2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight (8) residential units. A letter submitted by Attorney George W. Atkins, 111, on behalf of Renewal Ventures, LLC, on September 3, 2014, requests allowance to extend the permits granted by the Planning Board in a Decision date-stamped September 25, 2012, for an additional period of six (6) months. The petitioner states that the additional time is necessary in order in order to complete environmental remediation of the property. The action required by the Massachusetts Department of Environmental Protection is expected to be completed within the requested extension period. Mr. William Wharff, the original applicant and holder of the Site Plan Review and Flood Hazard District Special Permit approvals, has entered into an Assignment Agreement with Renewal Ventures, LLC, as stated in a September 2, 2014 letter by Attorney Scott M. Grover. This letter was submitted to the Planning Board with the extension request. The assignment agreement includes Mr. Wharff's rights regarding the Planning Board approvals. The requested six-month extension would commence on September 25, 2014, which is the expiration date of the current Decision. The requested extension would expire on March 25, 2015. The Planning Board voted nine (9) in favor(Mr. Puleo—Chair, Ms. Yale, Mr. Anderson, Mr. Veno, Mr. Rieder, Mr. Koretz, Ms. Sides, Mr. Clarke, and Mr. Griset) and none (0) opposed,to grant the approval of the requested six (6)month extension of the Flood Hazard District Special Permit and Site Plan Review Decision dated September 25, 2012. This determination shall become part of the record for this project. If you require further information, please contact Dana Menon, Staff Planner, in the Department of Planning& Community Development at (978) 619-5685. Sincerely, C�wk'vj Charles Puleo, Chairman Salem Planning Board Cc: Cheryl LaPointe, City Clerk 2 RONAN, SEGAL & HARRINGTON REC E IV FED ATTORNEYS AT LAW SEP 0 3 2014 FIFTY-NINE FEDERAL STREET JAMES T.RONAN(1922-1987) SALEM,MASSACHUSETTS 01970-3470 DEPT.OF PLAID NG R JACOB S.SEGAL MARY PIEMONTE HARRINGTON COMMUNITY DEVELONPX' GEORGE W.ATKINS,III GREGORY R.RICHARD TEL(978)744-0350 FAX(978)744-7493 FILE NO: RE926 OF COUNSEL JOHN H.RONAN MICHAEL J.ESCHELBACHER September 3, 2014 Hand Delivered City of Salem Planning Board 120 Washington Street, 3rd Floor H Salem, MA 01970 o Attn: Dana Menon m" D Re: 162 Federal Street, Salem 3 v Members of the Board: .0 In accordance with Massachusetts General Laws Ch. 40A, Section 9, Renewal Ventures, LLC, the Assignee of rights granted by a Site Plan Review and Flood Hazard District Special Permit Decision, dated September 25, 2012 (the "Decision") hereby requests a six month extension for good cause in order to commence construction authorized by the Special Permit. The development rights have been assigned to Renewal Ventures, LLC by the original permittee, William Wharf, but the Sellers of the property have not completed an environmental remediation of the property. The action required by the Massachusetts Department of Environmental Protection is expected to be completed within the requested extension period. Transfer of the properties and commencement of construction will then proceed. Attached for your review are the original Applicant's letter of authority, and a copy of the Decision. Please assign this request to the Board's meeting of September 18, 2014. Very truly yours, Renewal tures, LLC B Atorn f rg, e W. Atkins, III GWA/dap I TINTIQUINN,QU GROVER & FREY, P.C. 27 CONGRESS STREET,SUITE 414 WILLIAM J.TINTI SALEM,MASSACHUSETTS 01970 tinti@tintilaw.com WILLIAM B.ARDIFF(1965, 1995) WILLIAM F.QUINN TELEPHONE MARCIA MULFORD CINI WilliamFQuinn@aol.com (978)745-8065 •(978)7442946 OF COUNSEL SCOTT M.GROVER TELECOPIER JOHN D.KEENAN smgrover@tintilaw.com (978)74.53369 OF COUNSEL MARC P.FREY www.tintilaw.com JERALRISELLA mpfrey@tintilaw.com OF COUNSEL JONATHAN M.OFILOS jofilos@tintilaw.com THOMAS J.HOGAN tjhogan@tintilaw.com MARCY D.NAUSEA mhauber@tintilaw.com September 2, 2014 George W. Atkins III Ronan, Segal &Harrington 59 Federal Street Salem, MA 01970 RE: 162 Federal Street, Salem, MA Dear George, This office and the undersigned represent William Wharff, who is the holder of certain Variances and Special Permits issued by the City of Salem Zoning Board of Appeals and Planning Board relating to the premises at 162 Federal Street, Salem, Massachusetts. These permits and approvals are the subject of an Assignment Agreement between Mr. Wharff and Renewal Ventures, LLC. At your request, I am writing to consent to the request by Renewal Ventures, LLC to the Zoning Board and Planning Board to extend the term of the Variances and Special Permits. Please let me know if there is anything further you will require. Thank y , colt . ro er,Esq. CU CITY OF SALEM PLANNING BOARD 1111 SEP 25 P CITY CIERK`SALEM.MASS. Site Plan Review and Flood Hazard District Special Permit Decision September 25, 2012 ' William Wharff 30 Federal Street Salem, MA 01970 RE: Site Plan Review and Flood Hazard District Special Permit —162 Federal Street and a porrior; of 150 Federal Street On Thursday, July 19, 2012, the Planning Board of the City of Salem opened a Public Hearing, regarding the application of William Wharff for a Special Permit pursuant to Section 9,5, Plan Review, and Section 8.1, Flood Hazard Overlay District, of the Salem Zoning Ordinance, ioc: an eight-unit residential development located at 162 Federal Street (Map 26, Lot 96) and a portion of 150 Federal Street (Map 26, Lot 2). The project includes the renovation of the existing structure on 162 Federal Street (a former convent building) into eight residential urtitS, and associated parking. The Planning Board hereby makes the following findings pertaining to the Flood Hazard 0i c t. c Special Permit Application: 1. The proposed use will comply in all respects to the uses and provisions of the underlying district in which the land is located. The property is located in the Residential Iwo Family Zoning District. The structure was previously a legally nonconforming offica building, and the applicant received a Special Permit from the Zoning Board of Appeals on September 28, 2009 to change this nonconforming use to another, less detrimental, nonconforming use (nine residential units). The Zoning_Bo_ard of Appeals a!sc) isaied a Special Permit on September 28, 2009 to extend the nonconforming side yard, as well ,i a Variance from lot area per dwelling unit. The number of units was subsequently reduced to eight. 120 WASHINGTON STREET, SALEM, MASSACHUSF17s 01970 TFL: 978,745,9595 FAX: 978.740.0404 ♦ WWW.SALFM.COM 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. 3. Utilities, including gas, electricity, fuel, water and sewage disposal, will be located and constructed so as to protect against breaking, leaking, shortcircuiting, grounding or igniting or any other damage due to flooding. The Public Hearing was closed on September 11, 2012. At a regularly scheduled meeting of the Planning Board held on September 20, 2012, the Board voted by a vote of seven (7) in favor (Chuck Puled, Tim Kavanagh,John Moustakis, Tim Ready, Randy Clarke, Lewis Beilman, and Helen Sides) in favor and none (0) opposed, to approve the application as complying with the requirements of the Flood Hazard Overlay District, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plan entitled, "Site Development Plans for 162 Federal Street Located in Salem, Massachusetts," prepared by Meridian Associates, dated January 25, 2012 and last revised September 12, 2012. 2. Transfer of Ownership Within five (5) days of transfer of ownership of the site, the Owner shall notify the Board in writing of the new owner's name and address. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 3. Amendments Any waiver of conditions contained within shall require the approval of the Planning Board. 4. Construction Practices All construction shall be carried out in accordance with the following conditions: a. All provisions in the City of Salem's Code of Ordinance, Chapter 22, Noise Control, shall be strictly adhered to. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 5:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting 2 shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. f, All construction vehicles left overnight at the site, must be located completely on the site. S. Office of the City Engineer All work shall comply with the requirements of the City Engineer. This includes, but is not limited to, the following: a. The applicant is to field-verify the size, age and type of the connection to the city water and sewer systems to determine whether a new connection is needed. Connections shall be cleaned and televised to ensure that no service replacement is needed, prior to issuance of a building permit. Applicant is responsible for installation of a new connection, if needed. This work is to be coordinated with the Engineering Department. 6. Board of Health and Health Department All work shall comply with the requirements of the Salem Board of Health and Health Department. 7. Fire Department All work shall comply with the requirements of the Salem Fire Department, 8. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation Commission. 9. Building Commissioner All work shall comply with the requirements of the Salem Building Commissioner. 10. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. 11. Department of Public Services The Applicant shall comply with all requirements of the Department of Public Services. 3 12. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the applicant. "Refuse removal" includes recycling, which shall be the responsibility of the owner, his successors or assigns. The owner shall provide adequate facilities to ensure all users are able to recycle their trash. Owner is to enter into a contract with a company of the owner's choice to arrange pick-up of recyclable material. A copy of this contract is to be submitted to the City Engineer. b. Winter snow in excess of snow storage areas on the site shall be removed off- site, c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors, or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- (2) year period. 13. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a Building Permit. c. After installation, lighting shall be reviewed and approved by the City Planner, prior to the issuance of a Certificate of Occupancy. 14. HVAC If an HVAC unit is located on the roof, it shall be visually screened prior to the issuance of a Certificate of Occupancy. The method for screening the unit, including colors and materials, shall be submitted to the City Planner for review and approval prior to installation. 15. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Maintenance of all landscaping on the.site shall be the responsibility of the Applicant. The Applicant, his successors or assigns, shall guarantee all trees and shrubs for a two (2) year period, from issuance of the Certificate of Occupancy and completion of planting. c. Any street trees removed as a result of construction shall be replaced. The location of any replacement trees shall be approved by the City Planner prior to replanting. d. Final completed landscaping, done in accordance with the approved set of plans, shall be subject to approval by the City Planner prior, for consistency with such plans, to the issuance of a Certificate of Occupancy. 4 I 16. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 17. Condominium Documents The applicant is to submit a copy of the condominium documents (or at least that portion pertaining to the allocation of parking spaces) to the Department of Planning and Community Development after the documents are recorded. 18. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board, The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicont, his successors or assigns, shall pay the fee for recording or registering. Charles M. Puleo Chair i • - e • p., - - - __ �. ._� 'J(02 - t2nS1o� 2o1S I f ��:c4nrerT,�� C CITY OF SALEM, MASSACHUSETTS BOARD OF APPEAL �� Y °t 'IM-�--,-� 120 WASHINGTON STREET* SAM,&G SSACHUSETTS 01970 KIMBERLEY DRiscoLL TELE:978-745-9595 ♦ FAx:978-74p{9846 MAYOR March 30, 2016 Daniel Botwinik c/o Attorney Scott Grover Tinti, Quinn, Grover& Frey 27 Congress Street Salem, MA 01970 Re: 162 Federal Street Decision of the Zoning Board of Appeals to grant a request for a six (6) month extension for exercise of the rights granted by the September 28,2009 Board Decision that approved Variances from minimum lot area per dwelling unit, and Special Permits to change one nonconforming use to another and to increase existing side yard setback nonconformity,to accommodate conversion of an office building to eight(8)residential units. The Salem Zoning Board of Appeals met on Wednesday, March 16, 2016 to discuss your request for the approval of a third six (6) month extension to exercise rights granted by the September28, 2009 Board Decision that approved Variances from minimum lot area per dwelling unit, and Special Permits to change one nonconforming use to another and to increase existing side yard setback nonconformity, to accommodate conversion of an office building to eight (8) residential units. The original Decision of September 28, 2009 was appealed to the Superior Court and an Agreement for Judgement amending the Decision was entered on September 5, 2012. The Decision qualified under the Massachusetts Permit Extension Act and was automatically extended to September 28, 2014. On October 2,2014, the Zoning Board of Appeals granted a six (6) month extension to commence September 28, 2014 and expire on March 28, 2015. On March 14, 2016, a letter was submitted by Attorney Grover on behalf of Daniel Botwinik requesting a third six (6)month extension to commence March 28, 2016 and expire September 28 2016. The Zoning Board of Appeals voted five (5) in favor(Ms. Curran, Mr. Copelas, Mr. Duffy, Mr. Tsitsinos and Mr. Watkins) and none (0) opposed, to grant the approval of the six-month extension request to exercise the rights granted by the September 28, 2009 Decision. This determination shall become part of the record for this project. If you require further information,please contact Erin Schaeffer, Staff Planner, in the Department of Planning& Community Development at (978) 619-5685. Thank you, Rebecca Rebecca Curran Zoning Board of Appeal, Chair CC: Cheryl LaPointe, City Clerk Ca September 22, 2015 2015 SEP 22 P 2. 59 Renewal Ventures, LLC FILE # c/o Scott M. Grover CITY CLERK, SALEM, MASS. Tinti, Quinn, Grover& Frey, P.C. 17 Congress Street, Suite 414 Salem, MA 01970 RE: 162 & 150 Federal Street(Map 26, Lots 2 & 96) Decision of Planning Board to grant request for a six(6) month extension to commence construction authorized by the September 25,2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight(8) residential units. The Salem Planning Board met on Thursday, September 17, 2015 to discuss your request for the approval of a six (6)month extension to commence construction authorized by the September 25, 2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight(8) residential units. ( A letter submitted by Attorney Scott M. Grover, on behalf of William Wharff, on September 10, 2015, requests allowance to extend the permits granted by the Planning Board in a Decision date-stamped September 25, 2012, for an additional period of six (6)months. The petitioner states that the additional time is necessary in order to close a new purchase agreement. The delay in closing is due to an oil leak that had spilled onto the adjacent property located at 150 Federal Street and the ongoing monitoring by the Department of Environmental Protection(DEP). The buyer is unable to finance until DEP signs off. The action required is expected to be completed within the requested extension period. The requested six-month extension would commence on September 25, 2015,which is the expiration date of the current extension. The requested extension would expire on March 25, 2016. The Planning Board voted seven(7) in favor(Ben Anderson- Chair, Helen Sides, Randy Clarke, Kirt Rieder, Dale Yale, Bill Griset, Matthew Veno, and Carole Hamilton) and none (0)opposed and one (1) abstained due to ineligibility (Noah Koretz), to grant the approval of the requested six (6)month extension of the Flood Hazard District Special Permit and Site Plan Review Decision dated September 25, 2012. This determination shall become part of the record for this project. If you require further information, please contact Amanda Chiancola, Staff Planner, in the Department of Planning & Community Development at(978) 619-5685. Sincerely, -&0 Ben Anderson, Chairman USalem Planning Board Cc: Cheryl LaPointe, City Clerk Page 1 of 1 T1NTI, QUINN, GROVER & FREY, P.C. 27 CONGRESS STREET,SUITE 414 WILLIAM J.T1NTI SALEM,MASSACHUSETTS 01970 tinti@tintilaw.com WILLIAM B.ARDIFF(1965-1995) WILLIAM F.QUINN TELEPHONE MULFORD C1N1IA MARC IA (978)745-8065 • (978)744-2948 A COUNSEL SCOTT M.GROVER TELECOPIER JOHN D.KEENAN smgrover@tintilaw.com (978)745.3369 OF COUNSEL MARC P.FREY www.tintilaw.com mpfrey@tintilaw.com JB�LSELLA OF COUNSEL JONATHAN M.OFILOS jofiloMASJl HOG RECEIVED 0 THOMAS J.HOGAN - � N tjbogan@tintilaw.com MARCY D.HAUBER SEP 10 2015 mhauber@tintilaw.com CHRISTINA M.MIHOS DEPT.OF PLA NNWG& cmihos@tintilaw.com COMMUNI^!❑!VELOPUENT City of Salem September 10,2015 Planning Board 120 Washington Street Salem, Massachusetts 01970 Re: 162 Federal Street, Salem,MA Dear Members of the Board: This office and the undersigned represent William Wharff, who was granted Site Plan Review and Flood Hazard District Special Permits with respect to the above referenced property in a Decision dated September 25,2012 (the "Decision")Mr. Wharff assigned his right under the Decision to Renewal Ventures LLC, which obtained two six (6) month extensions of the time period to exercise the rights granted in the Decision. Renewal Ventures LLC has elected not to proceed with the re-development of the property and the Owner,Northeast Behavioral Health Corp.,has entered into a new agreement with Daniel Botwinik for the sale of the property which is scheduled to occur on November 16, 2015. Accordingly, Mr. Wharff is requesting a further six (6)month extension in order that he might assign his rights under the Decision to Mr. Botwinik. I have enclosed for your convenience a copy of the original Decision as well as the extension granted by the Board dated March 26, 2015. I would appreciate it if the Board would consider this request at the meeting scheduled for September 17, 2015. Ve truly yours, �C_ cS OttArove/Xr ' CITY OF SALEM PLANNING BOARD March 26,2015 MS NAR 2b Renewal Ventures,LLC FtLE c/o George W.Atkins III CITY CLERi(.SAL€M.MASS. Ronan,Segal&.Harrington 59 Federal Street Salem,MA 01970 RE: 1.62& 150 Federal Street(Map 26,Lots 2&96) Decision of Planning Board to grant request for a six(6)month extension to commence construction authorized by the September 25,2012 Site Plan.Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight(8)residential units. The Salem Planning Board met on Thursday,March 19,2015 to discuss your request for the approval of a six(6)month extension to commence construction authorized.by the September 25,2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight(8)residential units. letter submitted by Attorney George W.Atkin,.],on bebalf of Renewal Ventures,LLC, on February 18,2015,requests;allowance to extend the permits granted by the Planning Board in a Decision date- stamped September 25,2012,for an additional period of six(6)months. The petitioner states that the additional time is necessary in order in order to complete environmental remediation of the property- mitigation work has been done,but the monitoring and final report required to be submitted to the Massachusetts Department.of Environmental Protection is ongoing. The action required is expected to be completed within the requested extension period. The requested six-month extension-would commence on March 25,2015,which is the expiration date of the current Decision. The requested extension would expire on September 25,2015. The Planning Board voted eight(8)in favor(Charles Puleo-Chair,Dale Yale,Ben Anderson,Matthew Veno,Kirt Rieder,Noah Koretz,Randy Clarke,and Bill Griset)and none(0)opposed,to grant the approval Of the requested six(6)month extension of the Flood Hazard District Special Permit and Site Plan Review Decision dated September 25,2012. This determination shall become-part ofthe record for this project. If you require further information,please contact Dana Menon,Staff Planner,in the Department of Planning &Community.Development at(978)619-5685. Sincerely,4D, y t:harl' es Ailco,Chairman I 4 Jem Planning Board E Cc:Cheryl LaPointe,City Clerk Page 1 of t s i i CITY OF SALEM Y PLANNING BOARD P 2, 41 FILE H CITY CLERK, SALEM,MASS. Site Plan Review and Flood Hazard District Special Permit Decision September 25, 2012 William Wharff 30 Federal Street Salem, MA 01970 RE: Site Plan Review and Flood Hazard District Special Permit— 162 Federal Street and a por,U ; of 150 Federal Street On Thursday,July 19, 2012, the Planning Board of the City of Salem opened a Public Heal im_{ regarding the application of William Wharff for a Special Permit pursuant to Section 9.5, Site Plan Review, and Section 8.1, Flood Hazard Overlay District, of the Salem Zoning Ordinann;, fun an eight-unit residential development located at 162 Federal Street (Map 26, Lot 96) and ,a portion of 150 Federal Street (Map 26, Lot 2). The project includes the renovation of the existing structure on 162 Federal Street (a former convent building) into eight residential unlu, and associated parking. The Planning Board hereby makes the following findings pertaining to the Flood Hazard Dk,'i (i, Special Permit Application: 1. The proposed use will comply in all respects to the uses and provisions of the until ryn,,: district in which the land is located. The property is located in the Residential Family Zoning District. The structure was previously a legally nonconforming cif;:_: building, and the applicant received a Special Permit from the Zoning Board of App .a on September 28, 2009 to change this nonconforming use to another, less detrin.ania:, nonconforming use (nine residential units). The Zoning Board of Appeals also i,s.red Special Permit on September 28, 2009 to extend the nonconforming side yard, as %vull a Variance from lot area per dwelling unit. The number of units was subseq!ra i ; ; reduced to eight. 1.20 WASHINGTON STREET, SALEM, MASSACI I USE I-rA 01970 CF,I.: 978.745.9595 FAX: 978.740.0404 ♦ www.SALEM.COM 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the evert of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies o; high runoff. 3. Utilities, including gas, electricity, fuel, water and sewage disposal, will be located and constructed so as to protect against breaking, leaking, shortcircuiting, grounding or igniting or any other damage due to flooding. The Public Hearing was closed on September 11, 2012. At a regularly scheduled meeting of the Planning Board held on September 20, 2012,the Board voted by a vote of seven (7) in favor (Chuck Puleo, Tim Kavanagh, John Moustakis, Tim Ready, Randy Clarke, Lewis Beilman, and Helen Sides) in favor and none (0) opposed, to approve the application as complying with the requirements of the Flood Hazard Overlay District, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plan entitled, "Site Development Plans for 162 Federal Street Located in Salem Massachusetts," prepared by Meridian Associates, dated January 25, 2012 and last revised September 12, 2012. 2. Transfer of Ownership Within five (5) days of transfer of ownership of the site, the Owner shall notify the Board in writing of the new owner's name and address. The terms, conditions, restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 3. Amendments Any waiver of conditions contained within shall require the approval of the Planning Board. 4. Construction Practices All construction shall be carried out in accordance with the following conditions: a. All provisions In the City of Salem's Code of Ordinance, Chapter 22, Noise Control, shall be strictly adhered to. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 iCnr s prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00 PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blastin shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. f. All construction vehicles left overnight at the site, must be located completely on the site. 5. Office of the City Engineer All work shall comply with the requirements of the City Engineer. This includes, but is not limited to, the following: a. The applicant is to field-verify the size, age and type of the connection to the city water and sewer systems to determine whether a new connection is needed. Connections shall be cleaned and televised to ensure that no service replacement is needed, prior to issuance of a building permit. Applicant is responsible for installation of a new connection, if needed. This work is to be coordinated with the Engineering Department. 6. Board of Health and Health Department All work shall comply with the requirements of the Salem Board of Health and Health Department. 7. Fire Department All work shall comply with the requirements of the Salem Fire Department. 8. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation Commission. 9. Building Commissioner All work shall comply with the requirements of the Salem Building Commissioner. 10. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to th._� issuance of a Building Permit. 11. Department of Public Services The Applicant shall comply with all requirements of the Department of Public Services. 3 12. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the applicant. "Refuse removal" includes recycling, which shall be the responsibility of the owner, his successors or assigns. The owner shall provide adequate facilities to ensure all users are able to recycle their trash. Owner is to enter into a contract with a company of the owner's choice to arrange pick-up of recyclable material. A copy of this contract is to be submitted to the City Engineer. b. Winter snow in excess of snow storage areas on the site shall be removed off- site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors, or assigns. The applicant, his successors or assigns, shall guarantee all trees and shrubs for a two- (2) year period. 13. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review and approval prior to the issuance of a Building Permit. c. After installation, lighting shall be reviewed and approved by the City Planner, prior to the issuance of a Certificate of Occupancy. 14. HVAC If an HVAC unit is located on the roof, it shall be visually screened prior to the issuance of a Certificate of Occupancy. The method for screening the unit, including colors and materials, shall be submitted to the City Planner for review and approval prior to installation. 15. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Maintenance of all landscaping on the site shall be the responsibility of the Applicant. The Applicant, his successors or assigns, shall guarantee all trees and shrubs for a tvio (2) year period, from issuance of the Certificate of Occupancy and completion of planting. c. Any street trees removed as a result of construction shall be replaced. The location of any replacement trees shall be approved by the City Planner prior to replanting. d. Final completed landscaping, done in accordance with the approved set of plans, shai be subject to approval by the City Planner prior, for consistency with such plans, to the issuance of a Certificate of Occupancy. 4 16. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 17. Condominium Documents The applicant is to submit a copy of the condominium documents (or at least that portion pertaining to the allocation of parking spaces) to the Department of Planning and Community Development after the documents are recorded. 18. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the PlanninZ Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not rake effect until a copy of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. Charles M. Puleo Chair 5 I1�2 15� Fed&a Sk, SSR + �r+op / marcvl 2DU 2x1e / CITY OF SALEM PLANNING BOARD March 18, 2015 Z01b MAR 21 P 2: 33 Daniel Botwink lit CITY t t C/o Scott M. Grover Tinti, Quinn, Grover&Frey,P.C. 17 Congress Street, Suite 414 Salem, MA 01970 RE: 162 & 150 Federal Street (Map 26, Lots 2 & 96) Decision of Planning Board to grant request for a six (6) month extension to commence construction authorized by the September 25, 2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight(8) residential units. The Salem Planning Board met on Thursday, March 17, 2016 to discuss your request for the approval of a six (6) month extension to commence construction authorized by the September 25, 2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight(8)residential units. A letter submitted by Attorney Scott M. Grover, on behalf of Daniel Botwink, on March 14, 2016, requests allowance to extend the permits granted by the Planning Board in a Decision date-stamped September 25, 2012, for an additional period of six (6) months. The petitioner states that additional time is necessary in order to close a new purchase agreement. The delay in closing is due to an oil leak that had spilled onto the adjacent property located at 150 Federal Street and the ongoing monitoring by the Department of Environmental Protection (DEP). The sale of the property is scheduled to occur on March 28, 2016 and there will no longer be any contingencies in the agreement. The requested six-month extension would commence on March 25, 2016, which is the expiration date of the current Decision. The requested extension would expire on September 25, 2016. The Planning Board voted seven (7) in favor (Ben Anderson- Chair, Helen Sides, Kirt Rieder, Dale Yale, Bill Griset, Matthew Veno, and Carole Hamilton) and none (0) opposed and one (1) abstained due to ineligibility (Noah Koretz), to grant the approval of the requested six (6) month extension of the Flood Hazard District Special Permit and Site Plan Review Decision dated September 25, 2012. This determination shall become part of the record for this project. If you require further information, please contact Amanda Chiancola, Staff Planner, in the Department of Planning& Community Development at (978) 619-5685. Sincerely, Ben J. Anderson, Chairman Salem Planning Board Cc: Cheryl LaPointe, City Clerk Page 1 of 1 TINTI, QUINN, GROVER & FREY, P.C. • 27 CONGRESS STREET,SUITE 414 WILLIAM J.TINTI SALEM,MASSACHUSETTS 01970 tinti@tintilaw.com WILLIAM B.ARDIFF(1965.1995) WILLIAM F.QUINN TELEPHONE (978)745$065 •(978)7442948 MARCIA MULFORD CINI WilliamP(2uinn@aol.com OF COUNSEL SCOTT M.GROVER TELECOPIER JOHN D.KEENAN smgrover@tintilaw.com (978)745.3369 OF COUNSEL MARC P.FREY www.tintilaw.com JERALD A.PARISELLA mpfrey@tintilaw.com OF COUNSEL JONATHAN M.OFILOS jofiloa@tintilaw.com THOMAS J.HOGAN tjhogan@tintilaw.com MARCY D.HAUBER mhauber@tintilaw.com CHRISTINA M.MIHOS cmihos@tintilaw.com March 14, 2016 City of Salem Planning Board 120 Washington Street Salem,Massachusetts 01970 Re: 162 Federal Street, Salem, MA(the "Property") Dear Members of the Board: This office and the undersigned represents Daniel Botwink, who has signed a Purchase and Sale Agreement with Northeast Behavioral Health Corporation,the owner of the above referenced Property(the "Property").The Property is the subject of Site Plan Review and Flood Hazard District Special Permits granted by the Board in a Decision dated September 25,2012 (the "Decision"). The sale of the Property is scheduled to occur on March 28, 2016 and there are no longer any contingencies in the Agreement. The Decision,as previously extended, is currently due to expire on March 25,2016. Accordingly, Mr. Botwink is requesting a further six (6)month extension of the Decision. I have enclosed for your convenience a copy of the original Decision as well as the extension granted by the Board dated September 22, 2015. I would appreciate it if the Board would consider this request at the meeting scheduled for March 17,2016. Ver . r Aver, tt . Grq. September 22,2015 1015 SEP 22 P 2. 59 Renewal Ventures, LLC CITY CLEP,FI SANEM.M;<Sfi. c/o Scott M. Grover Tinti, Quinn, Grover& Frey, P.C. 17 Congress,Street, Suite 414 Salem, MA 01970 RE: 162 & 150 Federal Street (Map 26, Lots 2 & 96) Decision of Planning Board to grant request for a six(6)month extension to commence construction authorized by the September 25,2012 Site Plan Review and Flood Hazard District Special Permit Planning Board Decision for conversion of a former convent to eight(8)residential units. The Salem Planning Board met on Thursday, September 17, 2015 to discuss your request for the approval of a six (6)month extension to commence construction authorized by the September 25,2012 Site Plan Review and Flood Hazard District.Special Permit Planning Board Decision for conversion of a former convent to eight(8) residential units. A letter submitted by Attorney Scott M. Grover,on behalf of William Wharff,on September 10, 2015, • requests allowance to extend the permits granted by the Planning Board in a Decision date-stamped September 25, 2012, for an additional period of six(6) months. The petitioner states that the additional time is necessary in order to close a new purchase agreement, The delay in closing is due to an oil leak that had spilled onto the adjacent property located at 950 Federal Street and the ongoing monitoring by the Department of Environmental.Protection(DEP). The buyer is unable to finance until DEP signs off. The action required is expected to be completed within the requested extension period. The requested six-month extension would commence on September 25, 2015,which is the expiration date of the current extension. The requested extension would expire on March 25,2016. The Planning Board voted seven (7) in favor(Ben Anderson-Chair,Helen Sides,Randy Clarke, Kirt Rieder, Dale Yale, Bill Griset, Matthew Veno, and Carole Hamilton)and none (0)opposed and one(1)abstained due to ineligibility (Noah Koretz), to grant the approval of the requested six (6)month extension of the Flood Hazard District Special Permit and Site Plan Review Decision dated September 25,2012. This determination shall become part of the record for this project. If you require further information, please contact Amanda Chiancola, Staff Planner, in the Department of Planning& Community Development at(978) 619-5685. Sincerely, Ben Anderson, Chairman Salem Planning Board Cc: Cheryl LaPointe, City Clerk Page t of 1 3� CITY OF SALEM r� ¢ PLANNING BOARD 7117 SEP 25 P 2* 41 FILE $f CITY CLERK, JALEH, HASS. Site Plan Review and Flood Hazard District Special Permit Decision September 25,2012 William Wharff 30 Federal Street Salem, MA 01970 • RE: Site Plan Review and Flood Hazard District Special Permit— 162 Federal Straet and o pianigi, of'150 Federal Street On Thursday, July 19, 2012, the Planning Board of the City of Salem opened a Public fle ;�i tg regarding the application of William Wharff for a Special Permit pursuant to Section 9 ';, sli:: Plan Review; and Section 8.1; Flood Hazard Overlay District; of the Salem Zoning Ordinance, In- an eight-unit residential development located at 162 Federal Street (Map 26, Lot 96) anci portion of 150 Federal Street (Map 26, Lot 2). The project includes the renovation of the existing structure on 162 Federal Street (a former convent building) into eight residential u. Its and associated parking. The Planning Board hereby makes the following findings pertaining to the Flood Hazard Di; tilt Special Permit Application: 1. The proposed use will comply in all respects to the uses and provision•; of th ;r;ciar r,n, district in which the land is located. The property is located in the hesidenii?t it. Family Zoning District. The structure was previously a legally nonconformist; owl i building, and the applicant received a Special Permit from the Zoning Board of Ala;:Sdt; on September 28, 2009 to change this nonconforming use to another, less detrin _ntc:, nonconforming use (nine residential units). The Zoning Board of Appeals al:c i,,yS Special Permit on September 28, 2009 to extend the nonconforming side yard, a, taco ; • a Variance from lot area per dwelling unit. The number of unit; -vas suu;i:?q,u i t , reduced to eight. 12u WA,ruu'fu5 5'rrt i r, ti:u.r.ra NI A:�,;:..UII U'.9-ti . ,'•;a,� 98. -15.9595 F:,x: 978.7-;0.0404 • utrw .�rF;^.t c�i,?t I i 2. There are adequate convenience and safety of vehicular and pedestrian movement within the site and in relation to adjacent streets and property, particularly in the ev-.!W of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bociir;or high runoff. 3. Utilities, including gas, electricity, fuel, water and sewage disposal, will be located and constructed so as to protect against breaking, leaking, shortcircuiting,grounding or igniting or any other damage due to flooding. The Public Hearing was closed on September 11, 2012. At a regularly scheduled meeting of the Planning Board held on September 20, 2012, the Board voted by a vote of seven (7) in favor (Chuck Puleo, Tim Kavanagh,John Moustakis, Tim Ready, Randy Clarke, Lewis Beilman, and Helen Sides) in favor and none (0) apposed, to approve the application as complying with tine requirements of the Flood Hazard Overlay District, subject to the following conditions: 1. Conformance with the Plan Work shall conform with the plan entitled, 'Site Development Plans for 162 Federal Street Located in Salem, Massachusetts,"prepared by Meridian Associates, dated January 25, 2012 and last revised September 12; 2012. . 2. Transfer of Ownership Within five (5) days of transfer of ownership of the site, the Owner shall notify the Board in writing of the new owner's name and address. The terms, conditions,restrictions and/or requirements of this decision shall be binding on the Owner and its successors and/or assigns. 3. Amendments Any waiver of conditions contained within shall require the approval of the Planning Board. 4. Construction Practices All construction shall be carried out in accordance with the following condition,;: a. All provisions in the City of Salem'.s Code of Ordinance, Chapter 22, Noise Conn ol, shall be strictly adhered to. b. All reasonable action ,shall be taken to minimize the negative effects of cen tnrG;.;t on abutters. Advance notice shall be provided to all abutters in writing at least 72l r+tir$ prior to commencement of construction of the project. c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM unci! 5;00 • PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. BI I;U:;,; I • shall be undertaken in accordance with all local and state regulations. d. All construction vehicles shall be cleaned prior to leaving the site so that they do oo, leave dirt and/or debris on surrounding roadways as they leave the site. e. All construction shall be performed in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations and ordinances of the City of Salem. f. All construction vehicles left overnight at the site, must be located completely on tics site. S. Office of the City Engineer All work shall comply with the requirements of the City Engineer. This include;, but S not limited to,the following: a. The applicant is to field-verify the size, age and type of the connection to the city water and sewer systems to determine whether a new connection is needed. Connections shall be cleaned and televised to ensure that no service replacement needed, prior to issuance of a building permit. Applicant is responsible for installation • of a new connection, if needed. This work is to be coordinated With the Engineering Department. 6. Board of Health and Health Department All work shall comply with the requirements of the Salem Board of Health and Health Department. 7. Fire Department All work shall comply with the requirements of the Salem Fire Department, 8. Conservation Commission All work shall comply with the Order of Conditions issued by the Salem Conservation Commission. 9. Building Commissioner All work shall comply with the requirements of the Salem Building Commissioner.. 10. Utilities a. Utility installation shall be reviewed and approved by the City Engineer prior to lhu_ issuance of a Building Permit. 11. Department of Public Services • The Applicant shall comply with all requirements of the Department Of Public Services. 3 12. Maintenance a. Refuse removal, ground maintenance and snow removal shall be the responsibility of the applicant. "Refuse removal` includes recycling, which shall be the responsibility cif the owner, his successors or assigns. The owner shall provide adequate facilities to ensure all users are able to recycle their trash. Owner is to enter into a contract with a company of the owner's choice to arrange pick-up of recyclable material. A copy of this contract is to be submitted to the City Engineer. b. Winter snow in excess of snow storage areas on the site shall be removed off- site. c. Maintenance of all landscaping shall be the responsibility of the applicant, his successors, or assigns. The applicant; his successors or assigns, shall guarantee all trees and shrubs for a two- (2)year period. 13. Lighting a. No light shall cast a glare onto adjacent parcels or adjacent rights of way. b. A final lighting plan shall be submitted to the City Planner for review acid approval prior to the issuance of a Building Permit. c. After installation, lighting shall be reviewed and approved by the City Planner, prior to . the issuance of a Certificate of Occupancy. 14. HVAC If an HVAC unit is located on the roof, it shall be visually screened prior to the issuans of a Certificate of Occupancy. The method for screening the unit, including colors and materials, shall be submitted to the City Planner for review and approval prior to installation. 15. Landscaping a. All landscaping shall be done in accordance with the approved set of plans. b. Maintenance of all landscaping on thesite shall be the responsibility of the Appli,c' nt. The Applicant, his successors or assigns, shall guarantee all trees and shrubs for a tv. (2) year period, from issuance of the Certificate of Occupancy and completion of planting. C. Any street trees removed as a result of construction shall be replaced. The location or any replacement trees shall be approved by the City Planner prior to replanting. d. Final completed landscaping, done in accordance with the approved set of plars, sh,;ti be subject to approval by the City Planner prior, for consistency with such plans, to ' t•, • issuance of a Certificate of Occupancy. 4 16. As-built Plans As-built plans, stamped by a Registered Professional Engineer, shall be submitted to tl�u Planning Department and Engineering Department prior to the issuance of the final Certificate of Occupancy. 17. Condominium Documents The applicant is to submit a copy of the condominium documents (or at least that portion pertaining to the allocation of parking spaces) to the Department of PlannimL, and Community Development after the documents are recorded. 18. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Plana ri„ Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board, The Special Permit shall not take effect until a cony of this decision bearing the certification of the City Clerk that twenty(20) days have elapsed onri no appeal has been filed or that if such appeal has been filed, and it has been dismissed or • denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of th_r owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee forrecording or registering. Charles M. Puleo Chair • i W V�&Pul sk. flU'R, i =� CITY OF SALEM PLANNING BOARD 1016 MAY 2h p C%T _V FORM A-DECISION 150 & 162 Federal Street On May 19, 2016 by a unanimous vote of nine (9) in favor (Chair Ben Anderson, Matt Veno, Kirt Rieder, Helen Sides, Noah Koretz,Carole Hamilton,Bill Griset, Dale Yale,Tony Mataragas) and none (0) opposed to endorse "Approval under Subdivision Control Law Not Required" for the property located at 162 Federal Street and shown on the following described plan: "Plan of Land 150 & 162 Federal Street, MA" dated, September 2,2016. 1. Applicant: 162 Federal Street,LLC 2. Location: 150 & 162 Federal Street (Map 26, Lots 1 and 2) 3. Description: The Form A combines 12,025 square feet of Map 26, Lot 2 with Map 26, Lot 1. No new parcels were created with this Form A application. Deed of property records in Essex South District Registry. Sincerely, I Ben J. Anderson Chau Cc.: Cheryl LaPointe, City Clerk BRIDGEe�.��n,. w� LOCUS EMAP /ly Q.. i i . mrr AT Hl s' RY I SALEM PLANNING BOARD pw . JIB � /_ �� in-•z_.y�--_ ;� �r w .w,� 6l a1 T '� 1 91 sz unsLQT rx ncc eco e a o 4 1 1 _ mr oov vn ass PLAN OF LAND ,t �z ... m ox m orsxec . . _ wLL SEEM . . , ,. . .. :.a 'ROMAN CATHOLIC ARCHBISHOP OF BOSTON i FEDERAL - v^^'aA"'^ STREET - NORTHEAST BEHAVIORAL HEALTH CORPORATION' w.- f.MPX L SLNE v'v N E>.ur[P x tPa ranr was n rc oeac _ J• .. _ NOR1H.SH9RE SUR4ET CMPORARCN z� a sxx; �? CITY OF SAL L 12 2016 PLANNING BOARDP�PNNtNGMENTtoIb MAY 11_ P IZ' 15 oe?�O1 y OeVE�,OP FORM A APPLICATION FOR ENDORSEMENT OF PLAN BELIEVED NOT TO REQUIRE APPROVAL In accordance with provisions of Section 11-B, the Salem Subdivision Regulations, the applicant must file, by delivery or registered mail, a notice with the City Clerk stating the date of submission for such determination. The notice shall be attached to this application form. Seven (7) hard copies of the notice and application shall be brought by the applicant to the City Clerk to be "date stamped". The City Clerk will retain the original; the remaining six(6) hard copies of the notice, application, and plan shall be filed in .pdf format with the Planning Board by the applicant. All hard-copy notices and applications shall be typewritten or neatly printed in ink. To the Planning Board: The undersigned, believing that the accompanying plan for his property in the City of Salem does not constitute a subdivision within the meaning of the Subdivision Control Law because (state specific reasons): Lot 2 has sufficient area and frontage on a public way and remaining Lot 1 is a non-buildable lot being combined with the existing lot at 162 Federal Street. • and herewith submits said plan for a determination and endorsement that Planning Board approval under the Subdivision Control Law is not required. 1. Name of Owner Roman Catholic Archibishop of Boston Address 66 Brooks Drive, Braintree, MA 02184 Phone 2. Name of Applicant/Contact(if different than owner) _162 .Federal Street, LLC Address 141 Washington Street, Salem, MA 01970 Phone 978-979-9278 3. Name of Engineer or Surveyor North Shore Survey Corp. Address 14 Brown Street, Salem, MA Phone 978-744-4800 4. Deed of property records in Essex South District Registry Book 4292 Page 252 5. Location and Description of property: 150 Federal Street containing a church rectory, and school 6. All streets and abutting lot lines shall be shown on the an toge her with the names of the Owners of the iVtting lots. 1 • e of Applicant/Contact ✓ r/S Signature of Owner(attached consent letter is also acceptable) Date Date FEE PAID: NOTICE TO BE ATTACHED TO FORM "A" APPLICATIONS See Form"A"applications for Complete instructions for filing. All insertions shall be typewritten Or printed neatly in ink. Date: DLFCEH� City Clerk Salem, Massachusetts 01970 Dear Sir/Madam: I hand you herewith a Form A application submitted by me this day to the Planning Board of the City of Salem requesting a determination and an endorsement on a plan filed with said application that Planning Board approval under the Subdivision Control Rules and • Regulations is not required. The land shown on the accompanying plan is located at 150 Federal Street (Insert street name and number(s)here) Map 26 Lot 2 in Ward 4 (Insert map and lot number(s)here) Signature of Owner: Street Address: to C., l3.�QdkS JJ1?1✓l:� City/Town& State: '79I2Atr4MF-f-SMA- Oa t �5 f Telephone Number: (D 17 - o?S�L/-0/0 U • t DRILL HOLE IN STONE BOUND NOT TANGENT ? t FOUND j ocus EEv Rip SSR t BRIDGE No'�3 07ME N L (PUBLIC — VARIABLE WIDTH) _ 3 _. 47' ?�4;?�•F DRILL HOLE IN � 3 STONE BOUND � �O .1 .FOUND N63• 34 57"E 62.99' N51-53'32"E 205.18' CHORD L=29.27 L=206.65 R-500.00 L=177.38 LOCUS MAP SCALE 1" _ 1000't E ii LOT 1 �► �y.. 1 2S � S.F. �� ,A W Z U VI W W J Rj j t� LA CA LOT 2 . AREA s 100,028 f S.F. ° .DRILL HOLE IN 2.30 t ACM STONE BOUND PLANNING BOARD APPROVAL UNDER \ FOUND THE SUBDIVISION CONTROL LAW NOT REQUIRED SALEM PLANNING BOARD HIGH ROCK BRIDGE STREET, LLC �N REC. BK. 27857 PG. 357 - v+ PL. BK. 313 PL. 54 MAG r p ' NAIL w IRON ! SET rn ROD 82.15 0 N SET S551,4'42"�l W -----_ I 20.19 DRILL HOLE IN ROMAN CATHOLIC ARCHBISHOP C" BOSTON STONE BOL ND REC. BK. 4292 PG. 252 - r _ FOUNDDETERMINATION • THE ABOVE I ENDORSEMENT IS NOT A I OF CONFORMANCE WITH ZONING REGULATIONS NORTHEAST BEHAVIORAL t EALTH N I CORPORATION FKA N HEALTH & EDUCATION SE::.VICES, INC. NOTES: j }-- 1. LOTS 1 & 2 ARE CURRENTLY SHOWN AS LOT 2 ON ASSESSOR'S MAP 26. REC. BK. 9057 PG. 206 • • W PLAN 107/1978 i' 3. LOT.1 IS NOT TO BE CONSIDERED A BUILDABLE LOT. IT WILL BE COMBINED WITH THE ABUTTING LOT AT 162 FEDERAL STREET TO AREA = 15,000 t S.F. I' FORM ONE CONTIGUOUS LOT. j n . , ZONING DISTRICT R2 J W 5.8• / REQUIRED LOT 1 LOT 2 y 4 deck to / t" o N �'� N dl 15.000 12,025 100,028 j rn o o� c3)t 'n LOT AREA `i `� • N LOT WIDTH 100 91.2 297' a m I c� ST. JAMES 'CHURCH . 0 #150 LOT FRONTAGE 100 92.26 284.52' , -1 a FRONTS 15 N A 14.5' SIDE SETBACK 10 N/A 8.1' s.3) I z REAR SETBACK 30 N/A N/A PETER & DONNA BIMBO 1s2 •.1 MAX. LOT COV. 35% N/A 23% REC. BK. 29487 PG. 115 #160 I �poti OF SSS 18.5• . PLAN OF LAND °�� �cyG FOR REGISTRY USE ONLY �� GAIL L. m L �� DRILL HOLE IN SMITH y ,Z.o• N �' ,kti STONE BOUND 150 & 162 FEDERAL STREET NO.35043 FOUND SALEM -STEa�� � S P porch o c,3) 5'` ,0• �. �cV o 5 uw N 3)8.60' " �! 284.52' ty19�^ PROPERTY OF / S5,11 4'50"W S5520'5G"W R� ` IRON � IRON 2.s' ROD ROMAN CATHOLIC ARCHBISHOP OF BOSTON ROD SET SET NOT TANGENT & FEDERAL STREET, NORTHEAST BEHAVIORAL HEALTH CORPORATION .(PUBUC — VARIABLE WIDTH) SCALE 1 — ' CERTIFY THAT THIS PLAN CONFORMS TO THE GRAPHIC SCALE . ' " — 20 SEPTEMBER 2, 2014 RULES AND REGULATIONS OF THE REGISTERS OF DF"cDS. m o 3)o m 40 so NORTH SHORE SURVEY CORPORATION t� 14 BROWN STREET — SALEM, MA I�( . 978-744-4800 DATE EGISTERED PROFESSIONAL AND SURVEYOR C I inch � 20 ti X3033 a • �4 DRILL HOLE IN STONE BOUND ' NOT TANGENT t - FOUND c R*Va ` BRIDGE (PUBLIC VARIABLE WIDTH) O 3 O 4�•33 3 �?j" DRILL HOLE IN % �r £ STONE BOUND QS'p FOUND N63. 34 57"E 205.18' CHORD 62.99' N51'53'32"E L=29.27 L=206.65 R-500.100 r �=177.38 . LOCUS MAP ; SCALE I " 1000'0 LOT 1 w w . t0 � s • Rt CD 4- La P LOT 2 a cp AREA = 100.028 f S.F. .DRILL HOLE IN 2.30 f ACRES STONE BOUND PLANNING BOARD APPROVAL UNDER FOUND THE SUBDIVISION CONTROL LAW NOT REQUIRED i a , S 0 SALEM PLANNING B ARD HIGH ROCK BRIDGE STREET, LLC `N REC. BK. 27857 PG. 357 w PL. BK. 313 PL 54 MAG NAIL SET o �► , IRON 82.15' w ROD , SET S55'14'42";F r o --__ 20.1' DRILL HOLE IN Cf r STONE BOLND ROMAN CATHOLIC ARCHBISHOP C BOSTON i REC. 8K. 4292 PG. 252 I • FOUND THE ABOVE ENDOIRSEMENT IS NOT A DETERMINATION O ZONING' F CONFORMANCE WITH Z G REGULATIONS I , NORTHEAST BEHAVIORAL KEALTH N j CORPORATION `= . FKA j NOTES• , HEALTH do EDUCATION SERWICES, INC. I ; 1. LOTS 1 do 2 ARE, CURRENTLY SHOWN AS LOT 2 ON ASSESSOR'S MAP 26. REC. BK. 9057 PG. 206 3. LOT 1 IS NOT TO BE CONSIDERED A BUILDABLE LOT. IT WILL BE PLAN 107/1978 COMBINED WITH THE ABUTTING LOT AT 162 FEDERAL STREET TO AREA = 15,000 t S.F. FORM ONE CONTIGUOUS LOT. v! _J ZONING DISTRICT- - R2 7/- 5.80 N REQUIRED LOT 1 LOT 2 � deck w i I d LOT AREA 15,000 12,025 100,028 w I V' to /J °° LOT WIDTH 100 91.2' 297' s a a ST. JAMES CHURCH j "' E E '- �E150 ? LOT FRONTAGE 100 92.26' 284.52' o ---� a FRONT SETBACK 15 N A 14.5' 7.6• SIDE SETBACK 10 N/A 8.1' f� II 'I-- REAR SETBACK 30 :, N/A N/A ;Z MAX. LOT COV. 35� N/A 239 PETER do DONNA BIMBO X162 . �L REC. BK. 29487 PG. 115 #160 • el oe • O I vi OF Mq a �� l �kIJ Ss,°ti PLAN OF LAIND o�°� GAIL L. m FOR REGISTRY USE ONLY O DRILL HOLE IN sMITH y N kti� STONE BOUND 150 & 162 FEDERAL STREET No. 3 12.0' k g ss �srea�° N FOUND �. ��� SALEMS o porch "'- 038.60' `'= `! 284.52 L4��.y. PROPERTY OF S55'20'S6"W ; . S5°�14'S0"W IRON , IRON 2.6' ROD ROMAN CATHOLIC ARCHBISHOP OF BOSTON ROD SET - NOT TANGENT 'SET � . NORTHEAST BEHAVIORAL HEALTH CORPORATION FEDERAL (PUBLIC — VARIABLE WIDTH) STREET GRAPHIC SCALE SCALE 1" 20' SEPTEMBER 2, .2014 CERTIFY THAT THIS PLAN CONFORMS TO THE NORTH SHORE SURVEY CORPORATION RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. ao. o +o m +o so ■gyp 14 BROVlN STREET SALEM, MA 978-744-4800 qWIqMR Fm X3033 DATE EGISTERED PROFESSIONAL AND SURVEYOR i inch = !t0 ft. •