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Miscellaneous - 105 BONNY LANE
, 5 ,,ORTH RECEIVED 'I. , Town of North Andov j i: ( i'S _FMCS X d° a °G Office of the Planning Dep '40-0e� * Community Development and S, vis on 38 tY P 7�SNATID SPP��I� SA�HUSti 400 Osgood Street TOWN 0F North Andover,Massachusetts 018NQRTb ANDOVER MASsACHOSETTS NOTICE OF DECISION Any appeal shall be filed within (20) days after the date of filing this notice in the office of the Town Clerk. Date: September 15,2009 Date of Hearings: August 4,2009, September 1,2009, September 15,2009 Date of Decision: September 15,2009 Petition of: Eugene and Anne Saragnese, 105 Bonny Lane.North Andover,Massachusetts, 01845 Premises Affected: 105 Bonny Lane,North Andover,Massachusetts,01845, Assessor's Map 62,Parcel 52 and located in the Residential 1 Zoning District. Referring to the above petition for a Watershed Special Permit from the requirements of the North Andover Zoning Bylaw, Section 4.136. So as to allow the razing of an existing dwelling unit and to construct a new dwelling unit, with an extended footprint, an increase in driveway area and the installation of stormwater management system, and related grading and landscape work within the 250 foot Non-Disturbance and 325 foot Non-Discharge Buffer Zones of the Watershed Protection District. After a public hearing given on the above date, the Planning Board voted to APPROVE a Watershed Special Permit for the Watershed Protection District,based upon the following conditions P ring Board Simons,Chairman Richard Rower Timothy Seibert Michael Walsh Courtney LaVolpicelo cc: Town Departments Applicant Engineer Abutters ~105 Bonny lane Map 62,Parcel 52 Watershed Special Permit—Construct Single-Family Residence September 15,2009 Assessor The public hearing on the above referenced application was opened on August 4, 2009 closed by the North Andover Planning Board on September 15,2009: On September 15, 2009, upon a motion made by Michel Walsh and seconded by Timothy Seibert to GRANT a Watershed Special Permit.to construct a 3,537 sq. ft. single-family residence with attached garage and deck, expansion of an impervious driveway, installation of stormwater management system, and related grading and landscape work within the 250 foot Non-Disturbance and 325 foot Non-Discharge Buffer Zones of the Watershed Protection District under the requirements of Section 4.136 & 10.3 of the North Andover Zoning Bylaw. This Special Permit was requested by Eugene and Anne Saragnese, 880 Great Pond Road, North Andover, MA 01845 on July 2, 2009. The applicant submitted a complete application, which was noticed and reviewed in accordance with Section 10.52 of the Town of North Andover Zoning Bylaw and MGL Chapter 40A, Section 9. The motion to approve was subject to the FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in Appendix A to this decision. The Planning Board vote was unanimous. A special permit issued by the special permit granting authority requires a vote of at least four members of a five-member board. The applicant is hereby notified that should the applicant disagree with this decision, the applicant has the right, under MGL Chapter 40A, Section 17,to appeal to this decision within twenty days after the datethis decision has been filed with the Town Clerk. In accordance with 4.136 the Planning Board makes the finding that the intent of the Bylaw, as well as its specific criteria are met. This decision specifically stated by the Planning Board makes the following FINDINGS OF FACT: 1) That as a result of the proposed construction in conjunction with other uses nearby,there will not be any significant degradation of the quality or quantity of water in or entering Lake Cochichewick. The Planning Board bases this finding on the following facts: a) The project is located within an extremely environmental sensitive area and in close proximity to Lake Cochichewick. The final design reflects extensive discussions between the Town and applicant to ensure the continued protection of Lake Cochichewick and the safety and welfare of the residents of North Andover. b) The construction has been reviewed by Town Staff and the Town's consulting engineer, Lisa Eggleston,and with the application of the erosion control measures and modifications to the drainage and stormwater management designs, the consultant concluded that there will not be significant degradation to the quality or quantity of water in or entering Lake Cochichewick. The site drainage system and storm water management design are designed in accordance with the Town Bylaw requirements and Best Engineering and Management Practices, and has been reviewed by the outside consulting engineer, Lisa Eggleston. See letters from L.Eggleston dated August 21, 2009, August 19,2009 and July 27,2009 and letters from Sullivan Engineering Group dated June 30,2009 and August 12, 2009 respectively. Further, adequate safeguards have been provided to mitigate pollutants from entering Lake Cochichewick through the installation/implementation of the following Best Management Practices relative to a single-family dwelling: i) Roof runoff is routed to infiltration areas. The new structure calls for recharging 1,398 s.f.of roof area,thus providing a net reduction of 363 s.f of impervious cover. The new structure 2 105 Bonny lane Map 62,Parcel 52 Watershed Special Permit—Construct Single-Family Residence September 15,2009 will have gutters and roof drains that will direct runoff to the drywell, which has been sized for the 100 year storm event. ii) No new lawn area is being proposed and the existing"grassy area"as noted on the plan, will remain and will not be expanded.Tree cutting within the 150 to 250 ft. buffer area to the lake is limited to that which is required for construction and for on-going maintenance. There will be no tree cutting within the 150 ft.buffer area to the lake. iii) Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous-free. This restriction will be noted on the deed. c) The existing structure is connected to the Town sewer and water systems. d) The topography of the site will not be altered substantially. The new dwelling unit will be built on the foundation of the existing dwelling unit. 2) There is no reasonable alternative location outside the General, Non-Disturbance, and the Discharge Zones for any discharge, structure or activity. The new dwelling unit will be built on the foundation of the existing dwelling unit. In accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board makes the following FINDINGS OF FACT: 1) The specific site is an appropriate location for the proposed use as all feasible storm water and erosion controls have been placed on the site; 2) The use will not adversely affect the neighborhood as the lot is located in a Residential 1 Zoning District; 3) There will be no nuisance or serious hazard to vehicles or pedestrians; 4) Adequate and appropriate facilities are provided for the proper operation of the proposed use; 5) The existing lot does not conform to the minimum lot area requirements for a lot within the Residential 1 Zoning District as shown in Table 2 of the North Andover Zoning By-laws and is grandfathered as a lot that existed prior to the change in lot size for this Zoning District.. 6) The Planning Board also makes a specific finding that the use is in harmony with the general purpose and intent of the North Andover Zoning Bylaw. Upon reaching the above findings,the Planning Board approves this Special Permit based upon the following SPECIAL CONDITIONS: 1)Permit Definitions: a) The"Locus"refers to the 1.47 acre parcel of land with frontage on Bonny Lane as shown on Assessors Map 62,Parcel 52,and also known as 105 Bonny Lane,North Andover, Massachusetts. b) The"Plans"refer to the plans prepared by Sullivan Engineering Group, dated June 30,2009 and revised to August 12,2009 and August 24,2009, entitled"Site development Plan of Land, located in North Andover,North Andover,MA. prepared for Gene Saragnese". 3 105 Bonny lane Map 62,Parcel 52 Watershed Special Permit—Construct Single-Family Residence September 15,2009 c) The "Project"or"105 Bonny Lane"refers to the razing of a 2,148 sq. ft. existing dwelling unit, and the construction of a 3,248 sq. ft.single-family residence with attached garage and deck, expansion of a driveway, installation of stormwater management system,and related grading and landscape work within the 250 foot Non-Disturbance and 325 foot Non-Discharge Buffer Zones of the Watershed'Protection District. d) The"Applicant"refers to Eugene Saragnese,the applicant for the Special Permit. e) The"Project Owner"refers to the person or entity holding the fee interest to the title to the Locus from time to time,which can include but is not limited to the applicant,developer,and owner. 2) The Town Planner shall approve any changes made to these plans. Any changes deemed substantial by the Town Planner would require a public hearing and modification by the Planning Board. 3) Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous-free. This restriction will be noted on the deed. 4) Prior to issuance of a building permit: a) A performance guarantee bond of four thousand dollars($4,000.00)made out to the Town of North Andover must be posted to insure that the construction,erosion control,measures,and performance of any other condition contained herein will take place in accordance with the plans and the conditions of this decision and to ensure that the as-built plans will be submitted. b) All erosion control measures as shown on the plan must be in place and reviewed by the Town Planner and Conservation Department. c) Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous- free. The applicant shall incorporate this condition as a deed restriction and a copy of the recorded deed shall be submitted to the Town Planner and included in the file. 4) Prior to release of the Performance Bond: a) The applicant shall submit an as-built plan stamped by a Registered Professional Engineer in Massachusetts that shows all construction, including storm water mitigation trenches and other pertinent site features. This as-built plan shall be submitted to the Town Planner for approval. The applicant must submit a certification from the design engineer that the site was constructed as shown on the approved plan. b) The Planning Board must by a majority vote make a finding that the site is in conformance with the approved plan. 5) No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 6) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 7) The provisions of this conditional approval shall apply to and be binding upon the applicant, it's employees and all successors and assigns in interest or control. 4 a A L 105 Bonny lane Map 62,Parcel 52 Watershed Special Permit—Construct Single-Family Residence September 15,2009 8) This Special Permit approval shall be deemed to have lapsed September 15,2011 (two years from the date of issuance) exclusive of the time required to pursue or await determination of any appeals, unless substantial use or construction has commenced within said two-year period. Substantial use or construction will be determined by a majority vote of the Planning Board. 9) This decision must be filed with the North Essex Registry of Deeds. The following information is included as part of this decision: a) Plan titled: Site Development Plan of Land 105 Bonny Lane,North Andover,Mass. Prepared for: Eugene Saragnese 105 Bonny Lane North Andover,MA 01845 Prepared by: Sullivan Engineering Group 22 Mount Vernon Road Boxford,MA 01921 Scale: 1"=20' Date: June 30,2009 and revised August 12,2009,August 24,2009. Sheets: 1 cc: Director of Public Works Building Inspector Town Manager Conservation Administrator Drainage Consultant Planning Board Police Chief Fire Chief Applicant Engineer File cm .ice >C> N (A= r n >=C) '� L 3 �y�� C7a �fTi cls "u cei C) CO i CD rpt 5- s OORTH RECEIVED Town of North AndovpmNO ER, S OFFICE Office of the Planning Dep Community Development and Se ices �iYM ns �SSACHU400 Osgood Street TOWN OF North Andover,Massachusetts 018WIRTH ANDOVER MASSACHUSETTS NOTICE OF DECISION Any appeal shall be filed within (20) days after the date of filing this notice in the office of the Town Clerk. Dote: September 15,2009 Date of Hearings: August 4,2009, September 1,2009,September 15,2009 Date of Decision: September 15,2009 Petition of Eugene and Anne Saragnese,105 Bonny Lane.North Andover,Massachusetts, 01845 Premises Affected: 105 Bonny Lane,North Andover,Massachusetts,01845, Assessor's Map 62,Parcel 52 and located in the Residential l Zoning District. Referring to the above petition for a Watershed Special Permit from the requirements of the North Andover Zoning Bylaw,Section 4.136. So as to allow the razing of an existing dwelling unit and to construct a new dwelling unit, with an extended footprint, an increase in driveway area and the installation of stormwater management system, and related grading and landscape work within the 250 foot Non-Disturbance and 325 foot Non-Discharge Buffer Zones of the Watershed Protection District. After a public hearing given on the above date, the Planning Board voted to APPROVE a Watershed Special Permit for the Watershed Protection District,based upon the following conditions: I'S'imons, ng Board Bldg. ZBA Chairman Con/Com Health Richard Rowen Fire Chief Police Chief Timothy Seibert' Town Clerk DPW/Engineers Michael Walsh Surrounding Towns Courtney LaVolpicelo cc: Town Departments Applicant Engineer Abutters 7 105 Bonny lane Map 62,Parcel 52 Watershed Special Permit—Construct Single-Family Residence September 15,2009 M. Assessor The public hearing on the above referenced application was opened on August 4, 2009 closed by the North Andover Planning Board on September 15,2009. On September 15, 2009, upon a motion made by Michel Walsh and seconded by Timothy Seibert to GRANT a Watershed Special Permit to construct a 3,537 sq. ft. single-family residence with attached garage and deck, expansion of an impervious driveway, installation of stormwater management system, and related grading and landscape work within the 250 foot Non-Disturbance and 325 foot Non-Discharge Buffer Zones of the Watershed Protection District under the requirements of Section 4.136 & 10.3 of the North Andover Zoning Bylaw. This Special Permit was requested by Eugene and Anne Saragnese, 880 Great Pond Road, North Andover, MA 01845 on July 2, 2009. The applicant submitted a complete application, which was noticed and reviewed in accordance with Section 10.52 of the Town of North Andover Zoning Bylaw and MGL Chapter 40A, Section 9. The motion to approve was subject to the FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in Appendix A to this decision. The Planning Board vote was unanimous. A special permit issued by the special permit granting authority requires a vote of at least four members of a five-member board. The applicant is hereby notified that should the applicant disagree.with this decision, theaPP licant has the right, under MGL Chapter 40A, Section 17,to appeal to this decision within twenty days after the daze this decision has been filed with the Town Clerk In accordance with 4.136 the Planning Board makes the finding that the intent of the Bylaw, as well as its specific criteria are met. This decision specifically stated by the Planning Board makes the following FINDINGS OF FACT: 1) That as a result of the proposed construction in conjunction with other uses nearby,there will not be any significant degradation of the quality or quantity of waxer in or entering Lake Cochichewick. The Planning Board bases this finding on the following facts: a) The project is located within an extremely environmental sensitive area and in close proximity to Lake Cochichewick. The final design reflects extensive discussions between the Town and applicant to ensure the continued protection of Lake Cochichewick and the safety and welfare of the residents of North Andover. b) The construction has been reviewed by Town Staff and the Town's consulting engineer, Lisa Eggleston,and with the application of the erosion control measures and modifications to the drainage and stormwater management designs, the consultant concluded that there will not be significant degradation to the quality or quantity of water in or entering Lake Cochichewick. The site drainage system and storm water management design are designed in accordance with the Town Bylaw requirements and Best Engineering and Management Practices, and has been reviewed by the outside consulting engineer, Lisa Eggleston. See letters from L.Eggleston dated August 21,2009, August 19,2009 and July 27,2009 and letters from Sullivan Engineering Group dated June 30,2009 and August 12, 2009 respectively. Further, adequate safeguards have been provided to mitigate pollutants from entering Lake Cochichewick through the installation/implementation of the following Best Management Practices relative to a single-family dwelling: i) Roof runoff is routed to infiltration areas. The new structure calls for recharging 1,398 s.f.of roof area, thus providing a net reduction of 363 s.f. of impervious cover. The new structure 2 105 Bonny lane Map 62,Parcel 52 Watershed Special Permit—Construct Single-Family Residence September 15,2009 will have gutters and roof drains that will direct runoff to the drywell, which has been sized for the 100 year storm event.. ii) No new lawn area is being proposed and the existing"grassy area as noted on the plan,will remain and will not be expanded.Tree cutting within the 150 to 250 ft. buffer area to the lake is limited to that which is required for construction and for on-going maintenance. There will be no tree cutting within the 150 ft.buffer area to the lake. iii) Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous-free. This restriction will be noted on the deed. c) The existing structure is connected to the Town sewer and water systems. d) The topography of the site will not be altered substantially. The new dwelling unit will be built on the foundation of the existing dwelling unit. 2) There is no reasonable alternative location outside the General, Non-Disturbance, and the Discharge Zones for any discharge, structure or activity. The new dwelling unit will be built on the foundation of the existing dwelling unit. In accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board makes the following FINDINGS OF FACT: 1) The specific site is an appropriate location for the proposed use as all feasible storm water and erosion controls have been placed on the site; 2) The use will not adversely affect the neighborhood as the lot is located in a Residential 1 Zoning District; 12%T here will be no nuisance or serious hazard to vehicles or pedestrians; 4) Adequate and appropriate facilities are provided for the proper operation of the proposed use; 5) The existing lot does not conform to the minimum lot area requirements for a lot within the Residential l Zoning District as shown in Table 2 of the North Andover Zoning By-laws and is grandfathered as:a lot that existed prior to the change in lot sizeforthis Zoning District.. 6) The Planning Board also makes a specific finding that the use is in harmony with the general purpose and intent of the North Andover Zoning Bylaw. Upon reaching the above findings,the Planning Board approves this Special Permit,based upon the following SPECIAL CONDITIONS: 1)Permit Definitions: a) The"Locus"refers to the 1.47acre,parcel of land with frontage on Bonny Lane as shown on Assessors Map 62,Parcel 52,and also known as 105 Bonny Lane,North Andover, Massachusetts. b) The"Plans"refer to the plans prepared by Sullivan Engineering Group, dated June 30,2009 and revised to August 12,2009 and August 24 2009, entitled"Site development Plan of Land, located in North Andover,North Andover,MA.prepared for Gene Saragnese". 3 105 Bonny lane Map 62,Parcel 52 Watershed Special Permit—Construct Single-Family Residence September 15,2009 c) The"Project"or"105 Bonny Lane"refers to the razing of a 2,148 sq. ft.existing dwelling unit, and the construction of a 3,248 sq. ft.single-family residence with attached garage and deck, expansion of a driveway, installation of stormwater management system,and related grading and landscape work within the 250 foot Non-Disturbance and 325 foot Non-Discharge Buffer Zones of the Watershed Protection District. d) The"Applicant"refers to Eugene Saragnese, the applicant for the Special Permit. e) The"Project Owner"refers to the person or entity holding the fee interest to the title to the Locus from time to time,which can include but is not limited to the applicant,developer,and owner. 2) The Town Planner shall approve any changes made to these plans. Any changes deemed substantial by the Town Planner would require a public hearing and modification by the Planning Board. 3) Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous-free. This restriction will be noted on the deed. 4) Prior to issuance of a building permit: a) A performance guarantee bond of four thousand dollars($4,000.00)made out to the Town of North Andover must be posted to insure that the construction,erosion control,measures,and performance of any other condition contained herein will take place in accordance with the plans and the conditions of this decision and to ensure that the as-built plans will be submitted. b) All erosion control measures as shown on the plan must be in place and reviewed by the Town Planner and Conservation Department. c) Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous- free. The applicant shall incorporate this condition as a deed restriction and a copy of the recorded deed shall be submitted to the Town Planner and included in the file. 4) Prior to release of the Performance Bond: a) The applicant shall submit an as-built plan stamped by a Registered Professional Engineer in Massachusetts that shows all construction, including storm water mitigation trenches and other pertinent site features. This as-built plan shall be submitted to the Town Planner for approval. The applicant must submit a certification from the design engineer that the site was constructed as shown on the approved plan. b) The Planning Board must by a majority vote make a finding that the site is in conformance with the approved plan. 5) No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 6) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 7) The provisions of this conditional approval shall apply to and be binding upon the applicant, it's employees and all successors and assigns in interest or control. 4 .F 105 Bonny lane Map 62,Parcel 52 Watershed Special Permit—Construct Single-Family Residence ' September 15,2009 8) This Special Permit approval shall be deemed to have lapsed September 15,2011 (two years from the date of issuance) exclusive of the time required to pursue or await determination of any appeals, unless substantialuse or construction has commenced within said two-year period. Substantial use or construction will be determined by a majority vote of the Planning Board. 9) This decision must be filed with the North Essex Registry of Deeds. The following information is included as part of this decision: a) Plan titled: Site Development Plan of Land 105 Bonny Lane,North Andover,Mass. Prepared for: Eugene Saragnese 105 Bonny Lane North Andover,MA 01845 Prepared by: Sullivan Engineering Group 22 Mount Vernon Road Boxford,MA 01921 Scale: 1 =20' Date: June 30,2009 and revised August 12,2009,August 24,2009. Sheets: 1 cc: Director of Public Works Building Inspector Town Manager Conservation Administrator Drainage Consultant Planning Board Police Chief Fire Chief Applicant Engineer File 0*= r=at X C'3 0% =cam -0 -tom o0 taa r� m 5 NORTH Town of North Andovf6 RECEIVED N CLERKS_I7EFICE A Office of the Planning Department Community Development and Ser', +iXg. $ Ss,CHU5400 Osgood Street North Andover,Massachusem 0189ORTH ANDOVER t OWN OF NOTICE OF DECISION WskCHUSETTS Any appeal shall be filed within (20) days after the date of filing this notice in the office of the Town Clerk. Date: September 15,2009 Date of Hearings:July 212009,' September 1,2009,September 15,2009 Date of Decision: September 15,2009 Petition of Brooks School—John Trovage,Director of Facilities,2160 Great Pond Road North.Andover,Massachusetts,01845 Premises Affected: Brooks School Soccer Fields,1160 Great Pond Road,North Andover, Massachusetts,01845, Assessor's Map 90C,Parcel 28 and located in the Residential 1 &Residential 2 Zoning Districts. D e eL 1 trig to the above petition for a Watershed Special Permit from the requirements of the North Andover Zoning Bylaw,Section 4.136. So as to allow the replacement of existing natural grass soccer fields with synthetic turf, including the installation of a sub-base drainage system, a paved area that will include walkways and 200 bleacher seats,plus sports lighting on both fields,within the General.Zone of the Watershed Protection District After a public hearing given on the above date, the planning Board voted to APPROVE a Watershed Special Permit for the Watershed Protection District,based.upon the following conditions: Bldg. ZBA Con/Com Health ing Board'' Fire Chief Police Chief John Simons, an Town Clerk DPW/Engineers Richard Rowen Surrounding Towns Timothy Seibert MichaelWalsh' Courtney LaVolpicelo cc: Town Departments Applicant Engineer 7 . Brooks School,1160 Great Pond Road,Map 90C,Parcel 28 Watershed Special Permit—Soccer Field Renovation September 15,2009 Abutters Assessor The public hearing on the above referenced application was opened on July 21, 2009 closed by the North Andover Planning Board on September 1,2009. On September 15,2009 upon a motion made by Michael Walsh and seconded by Richard Rowen to GRANT a Watershed Special Permit to renovate tw 1� o existing grass soccer fields with synthetic tori;the installation of a sub-base drainage system, sports lighting and'a paved area that will include walkways and bleacher seats, installation of stormwater management system,and related grading and landscape work within the General Zone of the Watershed Protection District under the requirements of Section 4.136& 10.3 of the North Andover Zoning Bylaw. This Special Permit was requestedby John Trov a Facilitiess , Director, Brooks School 1160 Great Pond Road, North Andover, MA 01845 on June 4, 2009. The applicant submitted a complete application, which was noticed and reviewed in accordance with Section 10.52 of the Town of North Andover Zoning Bylaw and MGL Chapter 40A, Section 9. The motion to approve was subject to the pp J FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in Appendix A to this decision. .The Planning Board vote was unanimous. A special permit issued by the special permit granting authority requires a vote of at least four members of a five-member board The applicant is hereby notified that should the.applicant disagree with this decision,the applicant has the right, under MGL Chapter 40A, Section 17,to appeal to this decision within twenty days after the date this decision has been filed with the Town Clerk. In accordance with 4.136 the Planning Board makes the finding that the intent of the Bylaw, as well as its specific criteria are,met. This decision specifically stated by the Planning Boar makes the following FINDINGS OF FACT: 1) That as a result of the proposed construction in conjunction with other uses nearby,there will not be any significant degradation of the quality or quantity of water in or entering Lake,Cochichewick. The PIanning Board bases this finding on the following facts: 1) The project is located within an extremely environmental sensitive area and in proximity to Lake Cochichewick and in close proximity to a residential subdivision The final design reflects extensive discussions between the Town and applicant to ensure the continued protection of Lake Cochichewick and the safety and welfare of the residents of North Andovei. The existing as well as the renovated fields will .be located within the General Zone of the Watershed Protection Overlay District. In addition, all drainage systems, lighting,walkways and bleacher seats will be located within the General Zone. 2) The construction has been reviewed by Town Staff and the Town's consulting engineer, Lisa Eggleston,and with the application of the erosion control measures and modifications to the drainage and stormwater management designs, there will not be significant degradation to the quality or quantity of water in or entering Lake Cochichewick. The site drainage system and storm water management design are designed in accordance with the Town Bylaw requirements and Best Engineering and Management Practices, and has been reviewed by the outside consulting engineer,Lisa Eggleston. See letters from L. Eggleston dated June 24,2009 and July 21,2009 and letters from Chris Huntress dated June 5, 2009, July 14, 2009. Ju1y17, 2009, July 29, 2009 and August 26, 2009 respectively. Adequate safeguards have been provided to mitigate pollutants 2 crooks school, 1160 Great Pond Road,Map 90C,Parcel 28 Watershed Special Permit—Soccer Field Renovation September 15,2009 from entering Lake Cochichewick through the installation/implementation of the following Best Management Practices. i) An underground drainage system has been designed to collect runoff and direct it into a controlled outlet before discharge, thus mitigating the increase in the peak rate of runoff as well as providing recharge to the groundwater. The drainage system.has been designed to mitigate the 2,'10 and 100-year storm events. 3) Further,the applicant has taken measures to insure that the proposed project will have as little impact on the residences of the area as possible,as noted by the following: i. . The hours of operation of the lighting on the fields will be limited to 1 10:30pm. with lights out by ii. The lighting system has been designed with significant spill and photometric P glare control as,shown by the p study on Sheet L-4. The foot-candles at the property lines are less tl►an 0.1. 4) The applicant has agreed to prohibit the use of recycled tire rubber granules, also known as styrene-butadiene rubber (SBR), as an infill product in the new. synthetic;turf fields. Brooks School has agreed to use an alternative infill product which is entirely pre-manufactured under a strict factory controlled process, containing no heavy metals and is 100%recyclable at the end of its effective use. One such product is TPE (Thermoplastic elastomer). TPE infill is the latest preferred alternative to recycled tire rubber granules. Other alternative products which have similar environmental, health and safety benefits may be considered. Prior to start of construction, Brooks School shall submit a sample and written specification of the selected infill material for review and approval by the Town Planner. 5) The topography of the site will not be altered substantially.There will be no tree cutting or clearing. 2) There is no reasonable alternative location outside the General, Non-Disturbance, and the Discharge Zones for any discharge,stricture or activity. In accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board makes the following FINDINGS OF FACT: I) The specific site is an appropriate location for the proposed use as all feasible storm water and erosion controls have been placed on the site; 2) The use will not adversely affect the neighborhood as evidenced by the Findings stated in the previous section of this document; 3) There will be no nuisance or serious hazard to vehicles or pedestrians; 4) Adequate and appropriate facilities;are provided for the proper operation of the proposed use; 5) The existing lot conforms to the minimum lot area requirements for a lot within the Residential I and Residential 2 Zoning Districts as shown in Table 2.of the North Andover Zoning By-laws. 3 Brooks School,1160 Great Pond Road,Map 90C,Parcel 28 Watershed Special Permit—Soccer Field Renovation September 15,2009 6) The Planning Board also makes a specific finding that the use is in harmony with the general purpose and intent of the North Andover Zoning Bylaw. Upon reaching the above findings,the Planning Board approves this Special Permit based upon the following SPECIAL CONDITIONS: 1) Permit Definitions: a) The"Locus"refers to the parcel of land with frontage on Great Pond Road as shown on Assessors Map 90C,Parcel 28,and also known as Brooks School,1160 Great Pond Road,North Andover,Massachusetts. b) The"Plans"refer to the plans prepared by huntress Associates,dated June 5,2009 and revised July 14 2009 and July 24 2009,entitled Watershed Special l Permit: Soccer Field Renovations for Brooks School",located at 1160 Great Pond Road,North Andover,MA,prepared for Brooks School". c) The"Project"or"The Brooks School Soccer Fields"refers to the replacement of two existing ass soccer fields with gr synthetic turd the installation of a � sub-base drainage system, sports lighting and a Paved area that will include walkways and bleacher seats, installation of stonnwater management system,and related grading and landscape work within the General Zone of the Watershed Protection District d) The"Applicant"refers to The Brooks School,the applicant for the Special Permit e) The"Project Owner"refers to the person or entity holding the fee interest to the title to the Locus from time to time,which can include but is not limited to the applicant,developer,and owner. 2) The hours of operations of the lighting on the fields will be limited to l Opm,with lights out by 10:30pm. 3) The Town Planner shall approve any changes made to these plans. Any changes deemed gubstantial by the Town Planner would require a.public hearing and modification by the Planning Board. 4) Prior to the start of construction: a) A performance guarantee bond of four thousand dollars($4,000.00)made out to the Town of North Andover must be posted to insure that the construction,erosion control,measures,and performance of any other condition contained herein will take place in accordance with the plans and the conditions of this decision and to ensure that the as-built plans will be submitted. b) All erosion control measures as shown on the _plan must be in place and reviewed by the Town Planner and Conservation Department,prior to any work being done at the site. 4) Prior to release of the Performance Bond: a) The applicant shall submit an:-as-built plan stamped by a Registered Professional Engineer in Massachusetts that shows all construction, including storm water mitigation trenches and other pertinent site features. This as-built plan shall be submitted to the Town Planner foraPP roval. The applicant must submit a certification from the design engineer that the site was constructed as shown on theaPPi'o ved plan. an. 4 - Brooks School,11.60 Great Pond Road,Map 90C,Parcel 28 Watershed Special Permit—Soccer Field Renovation September 15,2009 b) The Planning Board must by a majority vote make a finding that the site is in conformance with the approved plan. 5) No open burning shall be done except as is pemitted during bu rnin season n under the Firee Department 6) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 7) The provisions of this conditional approval shall apply to and be binding upon the applicant, it's employees and all successors and assigns in interest or control: 8) This Special Permit approval shall be deemed to have lapsed September 15,2011 (two years from the date of issuance) exclusive of the time required to pursue or awaitdetermination of any appeals, unless substantial use or construction has commenced within said two-year period. Substantial use or construction will;be.determined by a majority vote of the Planning Board. 9) This decision must be filed with the North Essex Registry of Deeds. The following information is included as part of this decision: a) Plan titled: Watershed Special Permit for Soccer Field Renovations,Brooks School 1160 Great Pond Road,North Andover,Mass. Prepared for. Brooks School 1160 Great Pond Road North Andover,MA 01845 Prepared by. Huntress Associates 17 Tewksbury Street Andpver,MA 01810 Scale: 1°'=400' Date: June 30,2009 and revised July 14 2009 and July 24,2009 Sheets: Cover Sheet L-1 layout Plan L-2 Grading and Drainage Plan L-3 Construction Details L-4 Lighting Details cc: Director of Public Works -- r-n Building Inspector ` Town Manager MCC -0 CA Conservation Administrator Drainage Consultant "� =t cn - Planning Board co M Police Chief Fire Chief Applicant Engineer File 5 Town of North Andover Bldg. ZBA Office of the Planning Departn Con/Com Health Community Development and Servicf Fire Chief Police Chief DPW/Engineers 1.600 Osgood Street TWO Bldg.20,Suite 2-36 Surrounding Towns Planning � North Andover,Massachusetts 01845 P (978)688-9535 P (978)688-9542 TO THE LAWRENCE EAGLE TRIBUNE LEGAL NOTICE FOR PUBLICATION: TUESDAY,JULY 14,&21,2009 TOWN OF NORTH ANDOVER PLANNING BOARD NOTICE OF PUBLIC HEARING,TUESDAY,AUGUST 4,2009 In accordance with the provisions of M.G.L.Chapter 40-A,Section 11,the North Andover Planning, Board will hold a public hearing as follows: Purpose of Public Hearing: Application for Watershed Special Permit under Section 4.136(cii) and 10.3 of the North Andover Zoning Bylaw. To raze existing residential dwelling and rebuild new residential dwelling with footprint enlarged by 1169 s.f.+/-Construction of a deck; widening of existing driveway,minor site grading changes, installation of drainage structure within the Non-Disturbance Zone of the Watershed Protection District within the R-1 zoning district. Applicant/Petitioner: Eugene&Anne Saragnese 105 Bonny Lane North Andover,MA 01845 Owner: Same as above Address of Premises Affected: 105 Bonny Lane,North Andover,MA 01845 Assessors Map and Lot: Map 62,Lot 52 Public Hearing Date&Time: Tuesday,August 4,2009 @ 7:00 pm Location of Public Hearin : 120 Main Street,top floor conference room. TivPilMrfN OF NORTH ANDOVER PLANNING BOARD NOTICE OF PUBLIC TOWN OF NORTH ANDOVER PLANNING BOARD NOTICE OF PUBLIC HEARING, TUESDAY, AUGUST 4, 2009 In accordance with the provisions of M.G.L. Chapter 40-A, Section 11, the North Andover Planning Board will hold a public hearing as follows: Purpose of Public Hearing: Application for Watershed Special Permit under Section 4.136(cii) and 10.3 of the North Andover Zoning Bylaw. To raze existing residential dwelling and rebuild new residential dwelling with enlarged footprint a ed P g by 1169 s.f.t Construction of a deck; widening of existing driveway, minor site grading changes, installation of drainage structure within 9 t n the Non- Disturbance zone of the Watershed Protection District within the R-1 zoning district. Application/Petitioner: Eugene & Anne Saragnese, 105 Bonny Lane, North Andover, MA 01845 Owner: Same as above Address of Premises Affected: 105 Bonny Lane, North Andover, MA 01845 Assessors Map and Lot: Map 62, Lot 52 Public Hearing Date &Time: Tuesday, August 4, 2009 @ 7:00 pm Location of Public Hearing: 120 Main Street, top floor conference room:All interested persons may appear and be heard. For those wishing to view the file the Planning Department is open from 8:30 am to 4:30 pm Monday thru Friday. John Simons, Chair, North Andover Planning Board ET- 7/14,7/21/09 Appeared in: Eagle-Tribune on Tuesday, 07/14/2009 Town of North Andover E v%0 Tk - Office of the Planning Department 02 p Community Development and Services Division a 1600 Osgood Street Bldg. ZBA Bldg.20,Suite 2-36, Planning Dept. "Ss,CHO Con/Com Health North Andover,Massachusetts 01845 Fire Chief Police Chief P (978)688-9535 Town Clerk DPW/Engineers P (978)688-9542 Surrounding Towns TO THE LAWRENCE EAGLE TRIBUNE LEGAL NOTICE FOR PUBLICATION TUESDAY,JULY 149&21,2009 TOWN OF NORTH ANDOVER PLANNING BOARD NOTICE OF PUBLIC BEARING,TUESDAY,AUGUST 4,2009 In accordance with the provisions of M.G.L.Chapter 40-A, Section 11,the North Andover Planning Board will hold a public hearing as follows: Purpose of Public Hearing: Application for a Special Permit under Section, 89& 10.3 of the North Andover Zoning Bylaw to allow to install 6 panel antennas at a centerline of 115 feet+/on the existing Wireless Service Facility. and related BTS cabinets at Boston Hill within the V-R zoning district. Applicant/Petitioner: Metro PCS Massachusetts, 17 Indian Trail,York ME 03909 Owner: Benjamin G.Farnum, 397 Famum Street,North Andover,MA 01845 Address of Premises Affected 5 Boston Hill,North Andover,MA 01845 Assessors Map and Lot: Map 107C,Lot 11 Public Hearing Date&Time Tuesday,August 4,2009&7:00 PM. Location of Public Hearing North Andover Town Hall, 120 Main Street,2nd floor TOWN OF NORTH ANDOVER PLANNING BOARD NOTICE OF PUBLIC TOWN OF NORTH ANDOVER PLANNING BOARD NOTICE OF PUBLIC HEARING TUESDAY, AUGU$�'4, 2009 In accordance with the provisions of M.G.L. Chapter 40-A, Section 11, the North Andover Planning, Board will hold a public hearing as follows: Purpose of Public Hearing: Application for a Special Permit under Section, 8.9 & 10.3 of the North Andover Zoning Bylaw to allow to install 6 panel antennas at a centerline of 115 feet +/ on the existing Wireless Service Facility and related BTS cabinets at Boston Hill within the V-R zoning district. Applicant/Petitioner: Metro PCS MasL chusetts, 17 Indian Trail, York ME 03909 Owner: Benjamin G. Farnum, 397 Farnum Street, North Anddver, MA 01845 Address of Premises Affected: 5 Boston Hill, North Andover, MA 01845 Assessors Map and Lot: Map 1070, Lot 11 Public Hearing Hate & Time: Tuesday, August 4, 2009 & 7:00 PM. Location of Public Hearing: North Andover Town Hall, 120 Main Street, 2nd floor All interested persons may appear and be heard. For those interested in viewing the file the Planning Department is open from 8:30 am to 4:30 pm Monday thru Friday. John Simons, Chairman ET 7/14, 7/21/09 Appeared in: Eagle-Tribune on Tuesday, 07/14/2009 Sullivan Engineering Group, LLC Civil Engineers&Land Development Consultants June 30, 2009 Town of North Andover Planning Board c/o Judith Tymon- Town Planner 1600 Osgood Street X= .` North Andover,MA 01845 )*C:) rn �-- p Re: Watershed Special Permit Application = 1%0M 105 Bonny Lane, North Andover , =10 CAM _ I - Ms. Tymon; .:, v rn On behalf of the owner/applicant,Eugene Saragnese,I am submitting an application to the Planning Board for a Watershed Special Permit for the above referenced site. The applicant is requesting a waiver from the outside consultant review and fee for this project. I would request,based on the small building additions,minimal site grading changes,and the simplicity of the proposed drywell design that the North Andover DPW provide the review for this project. Enclosed for your review are the following items: 1) A completed Application for Watershed Special Permit. 2) A check for$100.00 payable to the Town of North Andover(a copy of the check is provided as well) 3) A certified abutter's list 4) Engineering calculations for sizing the proposed drywell 5) A Proposed Site Development Plan for#105 Bonny Lane prepared by Sullivan Engineering Group, LLC scale 1"=20', dated June 30,2009. 6) Two(2) sheets by Laine Jones Design showing the proposed front building elevation and the first floor layout for the proposed dwelling. If you should have any questions or require additional information please feel free to contact me. Very Truly o s, lia k Sullivan, P.E. Attachments(as noted) 22 Mount Vernon Road — Boxford,Massachusetts 01921 - (978)352-7871-Phone — 978352-7871 -Fax Prini Form �10RtH OE,tLKd ,�'1qd CMU`+ PLANNING DEPARTMENT Community Development Division Special Permit-Watershed Permit Application Please type or print clearly. 1.Petitioner: Eugene+Anne Saragnese Petitioner's Address: 105 Bonny Lane North Andover, MA 01845 Telephone number:978-289-7868 2.Owners of the Land:(Same as Petitioner) Address: 105 Bonny Lane North Andover, MA 01845 Number of years of ownership:Less than 1 year(purchased on 6/15/2009) 3.Year lot was created: 10/23/1979 4. Is the lot currently on septic or sewer? MVA If on sewer,please provide date the sewer connection was completed: 12-6-2000 5.Description of Proposed Project: The petitioner is proposing to raze the existing dwelling structure. The existing foundation will be re-utilized to construct a new dwelling with some small footprint additions as noted on the design plan. The additions and the increase in driveway area will be mitigated by the installation of a dryweN and porous pavement 6.Description of premises:Tax Map 62 Parcel 52-58,892 s.f.parcel with existing dwelling 7.Address of Property Being Affected: 105 Bonny Lane Zoning District:R-1 Assessors Map:62 Lot t 52 Registry of Deeds:Book#: 11642 Page#:258 8.Existing Lot: Lot Area(Sq.Ft): 58,892 Building Height:2 story Street Frontage: 150 feet Side Setbacks:48-7'(L) 50.6'(R) Front Setback:107.3' Rear Setback: 187'+/- Floor Area Ratio:N/A Lot Coverage:N/A 9.Proposed Lot(if applicable): Lot Area(Sq.Ft):58,892 Building Height: 35 feet Street Frontage:150 feet Side Setbacks:48-7'(L) 37.7'(R) Page 1 of 2 1600 Osgood Street,North Andover,BIdg.20,Suite 2-36 Planning Dept.,Massachusetts 01845 Phone 978.688.9535 Fax 978.688.9542 Web www.townofnorthandover.com Edited 8/6/01 Front Setback: 107.3' Rear Setback: 179'+/- Floor Area Ratio:n/a Lot Coverage:n/a 10.Required Lot(as required by Zoning Bylaw): Lot Area(Sq.Ft):87,120 Building Height:35 Street Frontage: 175 Side Setbacks:30 Front Setback:30 Rear Setback:30 Floor Area Ratio:N/A Lot Coverage:N/A 11.Existing Building(if applicable): Ground Floor(Sq.Ft.): #of Floors:2 Total.Sq.Ft.:2368 Height:2 Stories Use:Residential Type of Construction:Wood Frame 12.Proposed Building: Ground Floor(Sq.Ft.): #of Floors.2 Total Sq.Ft.3537 Height:2 Stories Use: Residential Type of Construction:Wood Frame 13.Has there been a previous application for a Special Permit from the Planning Board on these premises?No If so,when and for what type of construction? 14.Section of Zoning Bylaw that Special Permit Is Being Requested Section 4.136 15.Petitioner and Landowner signature(s): Every application for a Special Permit shall be made on this form, which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or Planning Office does not,absolve the applicant from this responsibility.The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements, as cited herein and in the Planning Board Rules and Regulations may result in a dismissal by the Planning Board of this application as incomplete. Petitioner's Signature: Print or type name here:Euge S1 ese Owner's Signature: Print or type name here:Euben4 Sa agnese 16.Please list title of plans and documents you will be attaching to this application. Written Document in support of Special Permit Request Proposed Site Development Plan by Sullivan Engineering Group, LLC scale: 1"=20'dated 6/30/0 Architectural plans(2 sheets)by Laine Jones Design HydroCAD calculation to support drywell sizing Page 2 of 2 1600(Osgood Street,North Andover,8idg.20,Suite 2-36 Planning Dept.,Massachusetts 01845 Phone 978.688.9535 Fax 978.688.9542 Web www.townofnorthandover.com Edited 8/6/07 t Sullivan Engineering Group, LLC Civil Engineers&Land Development Consultants WATERSHED SPECIAL PERMIT 105 BONNY LANE,NORTH ANDOVER To: North Andover Planning Board From: Jack Sullivan, P.E. J�l Date: June 30,2009 Subject: 105 Bonny Lane,North Andover-Written Support for Project Planning Board Members; The following written summary is prepared on behalf of the owner/applicant,Eugene Saragnese,in support of razing the existing dwelling structure&rebuilding on the existing foundation,with six small additions to the dwelling structure. This project will also involve the installation of porous pavement for widening of the existing driveway,minor site grading changes,installation of drainage infrastructure to promote recharge,and construction of a deck in the Watershed Protection District. The following items as outlined in the Watershed Special Permit requirementsare listed below(responses to required items are in italic); 1 Encouraging the most appropriate use of land This site is zoned residential and the proposed site development items listed above are appropriate for this parcel. The proposed site work was designed to provide minimum disturbance to the existing site. 2. Preventing overcrowding of land The proposed additions and extension of the patio are small in nature and will overcrowd the land 3. Conserving the value of land and buildings. The proposed site development will enhance surrounding building and land values, while being aestheticallypleasing. The building additions will be mutually beneficial to the applicant as well as the abutters. 4. Lessening congestion of traffic This project will not increase ftec congestion, since there will be no increase in the number of vehicles or vehicle trips. 5. Preventing undue concentration of population There will be no population change as the result of thisproject, It will remain a single family residence and there will be no addition to the current number of residents in the premises- 6. remises6. Providing adequate light and air There will be no adverse impact to current background air and light levels 7. Reducing the hazards from fire and other danger. There will be no increase in hazard levels from fire or other dangers The proposed additions will be accessible to firefighting equipment and the additions will meet Building Code requirements in providing smoke detectors. 22 Mount Vernon Road — Boxford,Massachusetts 01921 — (978)352-7871-Phone — 978352-7871 -Fax 8. Assisting in the economical provision of transportation,water,sewerage,schools,parks,and other public facilities. This project will not impact the above noted public facilities andlor utilities There will be not be a negative impact to the economics of any public utility. 9. Controlling the use of bodies of water,including watercourses; This project will not have a negative impact on present uses of the Lake or tributaries thereto. 10. Reducing the probability of losses resulting from floods; The applicant is proposing to install drainage infrastructure, includingpiping and a 500 Gallon Drywell, to collect all runoff associated with the roof areas of theproposedacOlions. The drainage infrastructure is designed to handle the 100 year storm evrrtd will serve to mitigate any potential stormwater runoff problems from the proposed addition. 11. Reserving and increasing the amenities of the Town This project will increase the amenities of the Town through an improvement to the property and additional tax revenue due to new construction assessment. The Planning Board, in reviewing this application,will note that all the threshold requirements for granting the Special Permit are met and/or exceeded. Further written documentation is provided blow(responses to required items are in italics) 1. Written certification by a Registered Professional Engineer,or other scientist educated in and possessing extensive experience in the science of hydrology and hydroge►logy,stating that there will not be any significant degradation of the quality or quantity or water m or entering Lake Cochichewick. The proposed site work described in this letter will not have a negative impact to the surrounding watershed. There will not be any significant degradation of the quality or quantity of water in or entering Lake Cochichewick The proposed drywell will serve to collect stormwater runoff and provide a means of recharging the groundwater table. The drywell, in addition to the minimal site grading changes, will serve to promote mitigation measures to protect runoff from entering surrounding wetland areas which ultimately discharge to the Lake. 2. Proof that there is no reasonable alternative location outside the Non Disturbance and/or Non-Discharge Buffer Zones,whichever is applicable,for any discharge,structure,or activity,associated with the proposed use to occur. Based on the site topography, restrictive wetland buffer zones, existing building layout, and zoning setback requirements there is no alternative location that would work for this property. 3. Evidence of approval by the Mass.DEP of any industrial waster water treatment or disposal system or any waste water treatment of system 15,000 GPD capacity. This item does not apply to this site. 4. Evidence that all on-site operations including,but not limited to,construction,waste water disposal, fertilizer applications,and septic systems will not create concentrations of Nitrogen in groundwater,greater than the Federal limit at the downgradient property boundary. This site is connected to the Town of North Andover municipal sewerage system Construction activity will not increase background Nitrogen levels in the groundwater. 5. Projections of downgradient concentrations of nitrogen,phosphorus and other relevant chemicals at property boundaries and other locations deemed pertinent by the SPCA. r will no down 'ent concentration of the above referenced chemicals due to the proposed There wa be oda S7' site development conditions as defined 22 Mount Vernon Road — Boxford,Massachusetts 01921 — (978)352-7871-Phone — 978352-7871 -Fax Cc ? .z SULLIVAN ENGINEERING GROUP LLC 5289 22 MOUNT VERNON RD. BOXFORD,MA 01921 978-352-7871 DATE P 61 5-7017/21 IG PAY f wJW) P4,1,04Z TO THE ORDER OF DOLLARS Citizens Bank yy f�ljZ Massachusetts ✓ Jf l � 1,11v7f : FOR 000 5 289ir' 4 2 110 70 0 Ss: & & 3988 ?4 5So8 Abutter to Abutter( ) Building Dept. ( ) Conservation ( ) Zoning ( ) Town of North Andover Abutters Listing REQUIREMENT: MGL 40A,Section t 1 states in part"Parties in Interest as used in this chapter shall mean the petitioner, abutters,owners of land directly oppositeon any public or private way,and abutters to abutters within three hundred(300)feet of the property line of the petitioner as they appear on the most recent applicable tax list,not withstanding that the land of any such owner is located in another city or town,the planning board of the city or town,and the planning board of every abutting city or town." Subiect Property: MAP PARCEL Name A_ ddress 62 52 Gael French 105 Bonny Lane,North Andover,MA 01845 Abutters Properties Map Parcel Name Address 62 48&49 Eileen Donovan 133 Bonny Lane,North Andover,MA 01845 62 45 Joyce Arrigo 80 Bonny Lane,North Andover,MA 01845 62 47 Sewi Yu 104 Bonny Lane,North Andover,MA 01845 62 51 Thomas Thomas 115 Bonny Lane,North Andover,MA 01845 62 53 Carol Lebovidge 93 Bonny Lane,North Andover,MA 01845 62 55 William Nichols 71 Bonny Lane,North Andover,MA 01845 62 44 Edward Hassey 66 Bonny Lane,North Andover,MA 01845 62 46 Peter Reed 92 Bonny Lane,North Andover,MA 01845 62 50 Adrian Dawson 123 Bonny Lane,North Andover,MA 01845 62 54 Kenneth Checicki 81 Bonny Lane,North Andover,MA 01845 Lake Cochichwick Commonwealth of MA 100 Cambridge Street,Boston MA 02202 Dept.of Environmental Management This certifies that the names appearing on the records of the Assess Office as of Date,—� Certified by: Prop. Additions (Roof Area A4, A5, & A6) 4" PVC oof Drain tki r 500 Gallon Drywell w/ 24" Stone Surrounding Reach Drainage Diagram for 105 Bonny Lane,North Andover Prepared by Sullivan Engineering Group, LLC 7/9/2009 L�J L HydroCADD 7.00 sln 001433 ®7986-2003 Applied Microcom u ter Systems 105 Bonny Lane, North Andover Type Ill 24-hr 100 yr Rainfall=6.40" Prepared by Sullivan Engineering Group, LLC Page 2 HydroCADO 7.00 s/n 001433 ©1986-2003 Applied Microcomputer Systems 7/1/2009 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: Prop.Additions(Roof Area A4,AS,&A6) Runoff Area=784 sf Runoff Depth=5.69" Tc=6.0 min CN=98 Runoff--O.11 cfs 372 cf Reach 1 R: 4" PVC Roof Drain Peak Depth=0.17' Max Vel=2.6 fps Inflow=0.11 cfs 372 cf D=4.0" n=0.011 L=50.0" S=0.0100? Capacity=0.22 cfs Outflow=0.11 cfs 372 cf Pond 1P: 500 Gallon Drywell wi 24"Stone Surro Peak Elev=122.65' Storage=155 cf Inflow=0.11 cfs 372 cf Outflow=0.01 cfs 323 cf Total Runoff Area=784 sf Runoff Volume=372 cf Average Runoff Depth=5.69" 105 Bonny Lane, North Andover Type H/24-hr 100 yr Rainfali=6.40" Prepared by Sullivan Engineering Group, LLC Page 3 HydroCAD®7.00 s/n 001433 ©1986-2003 Applied Microcomputer Systems 7/1/2009 Subcatchment 1S: Prop. Additions (Roof Area A4, A5, &A6) Runoff = 0.11 cfs @ 12.09 hrs, Volume= 372 cf, Depth= 5.69" 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=6.40" Area (sf) CN Description 784 98 Roof Areas of Proposed Additions Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, From Roof Subcatchment 1S: Prop. Additions (Roof Area A4, A5, &A6) Hydrograph 0.12 _ - - - ' - ■Runoff 0.115 - ------ -- ----- -- - 0.11 Y(1* 11 ;24- r- ,-QUr 0.105 0.1 -- --- --- �- lo.oss flt=M �T 0.09 ---- - Q.Q85 Runoff Area=7-84 $�- 0.08 . - --- -- -- 0.075 -- F 0.07 A�anoff'�.�/O tu11'� =3 2 ,Cf -- 0.065 0.06 ---R.t �1Qf� Oeoth=&W8�' LL0.055 - - --- - -.--- --- -- 0.05 - - ---iC=6.d--M:in - 0.045 -- - - 0.04 - - � 0.035 0.03 --- --- -------- -- ----- --- 0.025 _ - r _ 0.02 - - - --- ---- - - --- --- 0.015 - - - - ---;--- -- -- 0.01 - - ---= - -- 0.005 0 9-1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 105 Bonny Lane, North Andover Type 111 24-hr 100 yr Rainfall=6.40" Prepared by Sullivan Engineering Group, LLC Page 4 HydroCAD®7.00 s/n 001433 ©1986-2003 Applied Microcomputer Systems 7/1/2009 Reach 1 R: 4" PVC Roof Drain Inflow Area = 784 sf, inflow Depth = 5.69" for 100 yr event Inflow 0.11 cfs @ 12.09 hrs, Volume= 372 cf Outflow = 0.11 cfs @ 12.10 hrs, Volume= 372 cf, Atten= 1%, Lag=0.5 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt=0.05 hrs Max. Velocity= 2.6 fps, Min. Travel Time= 0.3 min Avg. Velocity = 1.0 fps, Avg. Travel Time= 0.8 min Peak Depth= 0.17' @ 12.09 hrs Capacity at bank full= 0.22 cfs Inlet Invert= 123.25', Outlet Invert= 122.75' 4.0" Diameter Pipe n= 0.011 Length= 50.0' Slope=0.0100'/' Reach 1 R: 4" PVC Roof Drain Hydrograph --- - - - - ■inflow 0.12 -- --- - ■outkW 0.115 - 0.11 -- - -- --- ` s�- $4 .� Infl, 0.105 0.1 " " - Ptak' �lep h*0J7 0.095 MaX- Y e -- - - o.os - =2.6YPS-- 0.085 - -- _ 0.08 . I =4 Q" 0-075 0.07 -- 0.065 111 : t 0.06 - - - -- - ---- 0.055 - - L : 50V 0.05 0.045 - 0.04 _ - - ------ 0.VOV r/ - -- -- - C1� a 00.03 ity -4. 2 G S 0.025 -- ----- --- - . 0.02 ------ - - - ---- `--- - ----- 0.015 - ------ --- 0.01 0.005 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) 105 Bonny Lane, North Andover Type ///24-hr 100 yr Rainfall=6.40" Prepared by Sullivan Engineering Group, LLC Page 5 HydroCAD®7.00 s/n 001433 ©1986-2003 Applied Microcomputer Systems 7/1/2009 Pond 1 P: 500 Gallon Drywell w/24"' Stone Surrounding Field Percolation Rate of Soil = 7 MPI A factor of safety of 3x was used for the design rate Therefore, design rate of 21 MPI used for exfiltration rate. Inflow Area 1784 sf, Inflow Depth= 5.69" for 100 yr event Inflow = 0.11 cfs @ 12.10 hrs, Volume= 372 cf Outflow = 0.01 cfs @ 10.95 hrs, Volume= 323 cf, Atten= 93%, Lag= 0.0 min Discarded = 0.01 cfs @ 10.95 hrs, Volume= 323 cf Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 122.65' @ 13.38 hrs Surf.Area= 100 sf Storage= 155 cf Plug-Flow detention time= 147.9 min calculated for 323 cf(87% of inflow) Center-of-Mass det. time= 106.6 min (841.4 734.8) # Invert Avail Storage Storage Description 1 119.50' 133 cf 10.00'W x 10.001 x 4.00'H Prismatoid 400 cf Overall-67 cf Embedded =333 cf x 40.0%Voids 2 120.50' 67 cf 6.33'D x 3.00'H Vertical Cone/Cylinder Inside#1 200 cf Total Available Storage # Routing Invert Outlet Devices 1 Discarded 0.00' 0.004629 fpm Ewiiltration over entire Surface area Discarded OutFlow Max=0.01 cfs @ 10.95 hrs HW=119.54' (Free Discharge) t--1=Exfiitration (Exfiltration Controls 0.01 cfs) 105 Bonny Lane, North Andover Type 11124-hr 100 yr Rainfall=6.40" Prepared by Sullivan Engineering Group, LLC Page 6 HydroCAD®7.00 s/n 001433 ©1986-2003 Applied Microcomputer Systems 7/1/2009 Pond 1P: 500 Gallon Drywell w/24" Stone Surrounding Hydrograph - ---- - - --- -- ■Inflow 0.12 - - - ■Discarded 0.115 --- - - ow, Area: - _ - �7 f-s 0.11 0.105 0.1 0.095 Peak 1 .6�5'= 0.09 - 0.085 -- -55 9eVf 0.08 0.075 -- ------ -- - -- - 0.07 ----- --- 0.065 _ _ - ---- - ----- - -- -- - 3 0.06 - --- -------- -- -- °0.055 - -- - --- -- ---- --- - -- -- UL 0.05 - - - 0.045 - 0.035 - - ------ - 0.03 _ _ --- = -------- - - --- ------ 0.025 ! ---- --- -. -- 0.02 ---- -- ---,-- ----- -- ---- 0.015 - - - -- 0.01 0.005 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) DESI N 1 978-462-5346 10 Rosore Street Ill. Newbury, Me 01985 A 11 E R I C A N TNsilxors or pD3LDlNp UESi.N copyright 0 2008 Lei— et. Joe.. r ALL RlOHxB pD88A YSD rrTti 0 • e ^ e c ` W -1046 REVISIONS -DRAWN SY LW Jos �Gi cc) _ DATE SHEET OF Is 1'r�i'-.! d 1.���.,�! ��\"t++1 ��e®fit DE516N 00 "'- 00, 978-462-5346 10 'Rosen Street West Newbury, Me 01985 I t La1i �[R AA E R I C A N "6 PTSTore Tor (I•+""" BUILC[Ne e8 16M -tT J1I---- r J (I Ooplel[Et aoPY VeB .,raj _"�(4T,.y�/I'71( � L a 1.n• M J o n e 44 Cl }.� ........ .-� ^ry- ~ _ ALL PIOHTB R P e R� ,7 h 'r �'`f` ISI f , aAA or ars 136' ' REVISIONS IL 1 JOB DATE 9ry S+ SHEET 0 F 3" BIT. CONC. SOILS INFORMATION: 20" DIA INSPECTION COVER LEGEND: SLOPE (SEE PLAN) POROUS PAVEMENT TEST PITS WERE PERFORMED BY JOHN D. SULLIVAN Ill, P.E., C.S.E. EX. TWO FOOT CONTOUR ON / /09 v. x 6 29 U77LITY POLE TEST PIT- DIN-1 P 2" MIN.' ELEV=125 0'± ELEV= NOT ENCOUNTERED Q G W.S SEWER MANHOLE G.4AVEL BASE 0"-4" HORIZON A LS 10 YR 3/3 Bi T. B/TUM/NOUsEXISTING SUBGRADE MATERIAL 4"-16" HORIZON 8 LS 10 YR 6/8 d1 16'-96" LAYER C. SL 25 Y 5/4 ALL EXISTING TOPSOIL & SUBSOIL TO BE REMOVED CONC. CONCRETE ) NO SOIL MOTTLING OBSERVED EOP EDGE OF PAVEMENT E.S.H.G.W 0 OR BELOW ELEV = 1170' NOTE: THE MATERIAL USED FOR THE POROUS PAVEMENT DTH Q TEST PIT SHALL CONFORM TO MASS. HIGHWAY SPECIFICATION PERCOLATION RATE : 18 MPI SHELF 23"-41" M3.11.03 FOR OPEN-GRADED FRICTION COURSE PRD PROP. ROOF DRAIN (4" SCH. 40 PVC 5=0.01 MIN) POROUS PA YEMEN T—SEC TION: Al PROPOSED ADDI77ON FILTER FABRIC MIRAFI 140N PLAN VIEW -{100) PROPOSED CONTOUR TO ENCLOSE ENTIRE FACILITY PWS PROPOSED WA TER SERVICE (1" TYPE K COPPER) 4" TOP ELEV=124.DO' 6" TOP WATERSHED SPECIAL PERMIT TOWN OF NORTH ANDOVER 24" ° 0O O O° 0 0 4" DIA INLET I—I PLANNING BOARD IIII' e I = INV ELEV=122.75' " 24" =► 3 ° 0 0 0 0 0 �� � ► SHEA Ell ' _� 12" DRAIN HOLES 4" T 1.5" TAPERED MI —` BOTTOM OF STONE " ELEV=119.50' � �� ��'" WASHED STONE SECTION VIEW 2.5' 2' MIN- ITEM NO. WEIGHT DATE: 500 GALLON �DW-500SDW STANDARD 4,099# JSEASONAL HIGH GROUNDWATER 3' STACKABLE DW-3SS 2,008# ELEV <= 117.00' HIGH WATER LINE H.W.L) H.W.L. ELEVATION = 108.5' PRECAST CONCRETE DRYWELL - 500 GALLON TEMPORARY BENCHMARK CHART.- ' L=193'± PER RECORD NY NEN OF NOT TO SCALE i TBM ,� DESCRIPTION ELEV. CB RIM 142.75' LOT AREA SPECIAL PERMIT CRITERIA FOR EXPANSION. PER SECTION 4.126(3)C7 OF THE ZONING BYLAW IN THE NON-DISTURBANCE BUFFER ZONE CONSTRUCTION OF ANY ACCESSORY STRUCTURE OR EXPANSION OF ANY EXISTING STRUCTURE BY LESS THAN FIFTY (50) PERCENT OF THE ' GROSS FLOOR AREA OF THE EXISTING PRIMARY STRUCTURE IS LESS THAN 2,500 S.F.. EXISTING CONDITIONS: _- G.F.A. OF EXISTING HOUSE/DECK/PORCH: 2,368 S.F.f MAX. 50% EXPANSION: 1,184 S.F.± TOTAL ALLOWABLE G.F.A. 3,552 S.F. 179'± PROPOSED CONDITIONS: G.F.A. OF EXISTING HOUSE: 2,148 S.F. PROP. ADDITIONS: 1,389 S.F.f - - TOTAL G.F.A. 3,537 S.F.± 3,537 S.F. < 3,552 S.F. WHICH MEETS CRITERIA FOR EXPANSION WITH SPECIAL PERMIT APPROVAL. 150' BUFFER ZONE FROM HIGH WATER MARK OF LAKE +I � - ��- (120 � -� p PROP. STAKED /50 eU (122._- ' SILT FENCE FROM FFER tv I ! )--- / OF H/GN ZONE ♦ �RAssED IMPERVIOUS AREA CAL COLA TIONS: ccf) ♦ AG ! AREA ' 42»P ♦ (1244) 2 0 , EXISTING CONDITIONS: PROPOSED CONDITIONS: 17.5 _ fl ♦ PROP -- -- v Z o HOUSE: 2,148 S.F.f HOUSE (INCLUDING ADDITIONS): 3,248 S.F.± 5.0 DECK A6 0 4 Q Q O PORCH: 140 S.F.± FRONT WALKWAY: 200 S.F.± , . � m r FRONT ROOF OVERHANG: 240 S.F.f * s - - - DRIVEWAY 85 S F f R WALKWAY.EX. DECK & PORCH 1 S.4' cfl Z FRONT WAL : 370 S.F.± 9.5' o p * POROUS PAVEMENT EXCLUDED TO BE RAZED - O a m DRIVEWAY: 2,185 S_F.f EX, 2 ()PROPANE TANK O C} 1 Q Q W Z ''j TO BE R STORY WD. FR. STRUCTURE 1798,-'�� , r'� � - TOTAL: 5,083 S.F. TOTAL: 5,633 S.F.f RAZED 2 STORY DWELLING TO R RET. PYaLL lL CC J 2 v BE CONSTRUCTED ON EX. FOUNDATION i Z CL > ~ SILL ELEVATION 10.17 > = 131.7' o PROPOSED CONDITIONS EXCEED EXISTING CONDITIONS BY. 550 S.F.f los A5 o,' a1 O 48.7' Q � /I o., 0 39.6 ROOF AREA OF ADDITION A4, A5, & A6 (TOTAL 784 S.F.f) TO BE _ - - - - -- 4 RECHARGED....THEREFORE THERE IS AN EFFECTIVE REDUCTION OF IMPERVIOUS X \ I ^11.0' A ss 2 CAR A4 0 ` l PROP. DRYWELL �__ ' / AREA OF 234 S.F.± FOR THIS PROJECT. N !`' SEE CONSTRUCTION 0 GARAGE N a GRASSED, r DETAIL Lu EX ROOF O.N. GAR. SLAB AREA t -. EC=130 9D - 130, � NOTES: EX. 3.5' WIDE �' --.- y 1�_ BRICK WALKWAY 377r 250' NON-DISTURBANCE- ZONE ON-DISTURBANCE - � 1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED ZONE FROM LAKE - HEREON WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED ON a -- " � t MAY 25, 2009 BY SULLIVAN ENGINEERING GROUP, LLC. - - 25p' 2. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONING DISTRICT R1. k-4 Y fid ZONE- OND/S 3. THE LOCUS PROPERTY IS DEPICTED AS PARCEL 52 ON THE EX. Biz. FROM �q ERegNCE TOWN OF NORTH ANDOVER ASSESSORS MAP 62. GRASSED CONC. 4. THE LOCA77ON OF ALL UNDERGROUND UTIL177ES SHOWN ARE APPROXIMATE AREA DRIVEWAY _ EXISTING WATER SERVICE TO AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY NOR - - - BE RE-ROUTED AS SHOWN GUARANTEE THE LOCATION OF ALL U77LITIES DEPICTED OR NOT DEPICTED. TO AVOID HAVING THE SERVICE RUN UNDER THE PROPOSED THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL x GARAGE SLAB. VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT 1-888-344-7233. A PROPOSED DRIVEWAY EXPANSION 5. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS (485 S.F.±) TO BE CONSTRUCTED 107 3' I ,- ( ) WHICH MAY EXIST A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE OF POROUS PAVEMENT SEE DETAIL V x m TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND, HOWEVER, THIS lvs DOES NOT CONS77TUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST; 6. THE ELEVA77ONS DEPICTED HEREON WERE BASED UPON THE 1929 NGVD DATUM. _ �----_ - .--- - -- -- 7 THE LOCUS PROPERTY IS NOT LOCATED WITHIN A FLOOD ZONE AS DEPICTED ON THE LATEST FLOOD INSURANCE RATE MAP. WOODED }/ AREA RECORD 0 WNERS: W 325, ASSESSOR'S MAP 62, PARCEL 52 EUGENE & ANNE SARAGNESE h EX ZON NON--01SC s E FROM Lqk ARGE 870 GREAT POND ROAD E NORTH ANDOVER, MA 01845 ZONING INFORMA TION: per, ZONING DISTRICT- R-1 \ 'O * WATERSHED PROTECTION DISTRICT 46�® a - MIN. BUILDING SETBACKS: -e�� '°�c SFR � EX ei r ,�•' cono FRONT 30 FEET SIDE . 30 FEET \ ��y REAR : 30 FEET s \ L 0 T INFORMATION: THIS LOT WAS CREATED PRIOR TO OCTOBER 24, 1994. \ a ,4105 BONNY LANE S= DEVELOPMENT PLAN OF LAND RESERVED FOR REGISTRY USE ` \ ��� LOCATED IN NORTH ANDOVER, MASSA C.�USETTS t ,A, , - (ESSEX CO UNTY) � ` l CML' cm PREPARED FOR sS,aNA>r�` ' GENE SARA GNESE SCALE: 1 "= 20' DATE: JUNE 30, 2009 PREPARED BY SULLIVAN ENGINEERING GROUP LLC GRAPHIC SCALE �, r .�, 22 MOUNT VERNON ROAD REVISIONS SCALE: 1 20' BOXFORD, MA 01921 "= � ' (978) 352-7871 FEET 20 0 10 20 40 µ �T SHEET No. 1 OF 1 NO. DATE DESCRIPTION BY CHK'D