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Miscellaneous - 777 GREAT POND ROAD (3)
Applicant; Phillips Common LLC = 200 Park Street - North Reading MA 01864 ^d'iy f.f.tl SPECIAL PERMIT APPLICATION Great Pond Road — Lot 2 North Andover, Massachusetts 1 ' January 2004 Hayes Engineering, Inc. Civil Engineers & Land Surveyors 603 Salem Street ' Wakefield, MA 01880 1 SPECIAL PERMIT SUBMITTAL INFORMATION LIST OF PLANS AND DOCUMENTS LOT 2 GREAT POND ROAD NORTH ANDOVER, MASSACHUSETTS • Application ' • Filing Fee • Certified List of Abutters • Project Narrative • Deed 1 • Fire Department Memo • Determination of Applicability • Erosion and Sedimentation Control • Plans LIST OF PLANS AND DOCUMENTS GREAT POND ROAD - LOT 2 NORTH ANDOVER, MASSACHUSETTS January 28, 2004 Identifying Number/ Letter Title/ Date Site Plan in No. Andover, Mass. Showing Proposed Homes; PLAN Hayes Engineering, Inc.; Scale: 1°= 40% date: May 17, 1999, rev. through January 5, 2004. A Town of North Andover Planning Board Application for Watershed Special Permit for Lot 2 Great Pond Road, North Andover (2 pages). B Deed transferring ownership from S.J.J. Trust to Phillips Common, LLC (2 pages) and document titled "Declaration of Covenants, Conditions and Restrictions and Grant of Easement" (4 pages) 1 C Project Narrative, Special Permit Application, Great Pond Road — Lot 2, North Andover, MA; December 11, 2003 (2 pages) and Watershed Special Permit for #777 Great Pond Road, Lot 2, ' dated September 8, 1999 (5 pages). D Memo to Planning Board from North Andover Fire Department dated 05/21/99 (1 page) Determination of Applicability issued on June 7, 1996 by the North E Andover Conservation Commission for the property near #777 Great Pond Road (2 pages). F Erosion and Sedimentation Control, Lots 2, 3 & 4 Great Pond Road, MA; December 19, 2003 (6 pages) Town of North Andover Planning Board Application for Watershed Special Permit 1 Please type or print clearly. 1. Petitioner: Phillips Common LLC Petitioner's Address: 200 Park Street Suite 2 North Reading MA 01864 Telephone Number: (978)664—3674 ' 2. Owners of the Land: Same as applicant. Address: 1 Number of years of ownership: 1 year& 1 month + 3. Year lot was created: 1990 4. Is the lot currently on septic or sewer? No If on sewer, please provide date the sewer connection was completed: ' 5. Description of Proposed Project:The applicant proposes to construct a single family house and driveway with associated grading, tree clearing and utility installation activities Refer to the ' attached "Project Narrative" 6. Description of Premises: ' 7. Address of Property Being Affected: Lot2 Great Pond Road, in the vicinity of#777 Zoning District: Residential R-1 Assessors: Map: 103 Lot# 116 Registry of Deeds Book#: 7313 Page#: 65 ' 8. Existing Lot: Lot Area (Sq.Ft.): 93.823 sq.ft. Building Height: Less than 35 Ft ' Street Frontage: 175.01 ft Side Setbacks: 130±ft. Front Setback: 430±ft. Rear Setback: 60±ft. Floor Area Ratio: N/A Lot Coverage: N/A 9. Proposed Lot (if applicable): Not applicable Lot Area (Sq.Ft.): Building Height: Street Frontage: Side Setbacks: ' Front Setback: Rear Setback: Floor Area Ratio: Lot Coverage: Received Event (Event Succeeded) ate: 1/12/2004 Time: 4:38 PM ages: 8 Sender: 7812467596 If ompany: Fax Number: emote CSID: 7812467596 01�12�09 16:34 FAX 1812467596. .................HAVES ENGINEERING _ . . . 10. Required Lot(as required by Zoning Bylaw): Lot Area(Sq.Ft.): 87,120 So.Ft. Building,Height: 35 ft. ' Street Frontage: 175ft Side Setbacks: 30 ft Front Setback: 301t Rear Setback: 30 ft. Floor Area Ratio: N/A Lot Coverage: N/A ' 11. Existing Building(if applicable):Not applicable Ground Floor(Sq.Ft.): #of Floors: Total Sq.Ft.: Height: Use: Type of Construction: ' 12. Proposed Building: Ground Floor(Sq.Ft.): 2.6813 ±So.Ft. #of Flows: 2 Total Sq.Ft.: 4.500± Height: Less than 35 ft. Use: .Single-family home Type of Construction:Residence-R-1 13. Has there been a previous application for a Special Permit from the Planning Board on these premises? Ye.4 If so,when and for what type of construction? Refer to"Project Narrative„. ' 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• Philli Common LLC Owner's Signature: Print or type name h Ph l i s o n LLC 16. Please list title of plans and documents you will be attaching to this application. Refer to the idtached List of Plans and Documents. i 8 i JB FILE NO -Qo p ,4 ' Town of North Andover. Conservation DeDartment Parties of Interest/Abutters Liltingar REQUIREMENT:Q REMENT. In accordance with the North Andover Wetland Protection Bylaw, c. 178 of the Code.of North Andover, an applicant shall submit with. a filing to the Conservation Commission, a list of abutters within 300 feet of the property where work is proposed, certified by the Assessor within the prior 30 days from he date of filing". Applicant's property,list by map, parcel, name and address(please print clearly and use ' black ink.) MAP PARCEL NAME ADDRESS 103 116, 117 & 131 S.J.J.- Trust P. 0. Box 302, Lawrence, MA ABUTTERS PROPERTIES MAP PARCEL NAME ADDRESS SEE ATTACHED LIST DATED DECEMBER 15, 2003 THIS INFORMATION WAS OBTAINED AT THE ASSESSORS OFFICE AND CE ' RIMUD THE ASSESSORS OFFICE BY: BY ' DATE GN PAGE OF cWtifie Board o Asse or rth Andover ' LIST OF ABUTTERS— 300 FEET GREAT POND ROAD NORTH ANDOVER, MASSACHUSETTS December 15, 2003 LOCUS MAP Lot Location Owner Reference 103 116 Great Pond Road—Lot 2 S.J.J. Trust 1315/746 ' 103 117 Great Pond Road—Lot 4 P. O. Box 302 1315/746 103 131 Great Pond Road—Lot 3 Lawrence, MA 01842 1315/746 ABUTTERS MAP Lot Location Owner Reference ' 103 20 Great Pond Road—Lot 1 S.J.J.Trust 1315/746 P. O. Box 302 Lawrence, MA 01842 ' 103 110 767 Great Pond Road SFRT 1997 Realty Trust No.1 4930/207 Stephen J.Scully,Trustee 808 Great Pond Road North Andover, MA 01845 103 33 759 Great Pond Road John 1.&Kathryn D. Mange 4391/80 ' 759 Great Pond Road North Andover, MA 01845 103 21 808 Great Pond Road Stephen J. Scully 1538/334 808 Great Pond Road North Andover, MA 01845 103 113 834 Great Pond Road Michael J. &Lucille M. Batal 46/501 834 Great Pond Road North Andover, MA 01845 103 36 858 Great Pond Road Charles W. &Margaret R. Trombly 43/529 858 Great Pond Road North Andover, MA 01845 103 112 870 Great Pond Road Ratte Realty Trust 1 99/165 RJ & DT Ratte, Trustees 870 Great Pond Road North Andover, MA 01845 Certif�*I)Me BoaAndover ' - List of Abutters—300 ft. Great Pond Road, North Andover, MA December 15, 2003 tMAP Lot Location Owner Refer 103 111 880 Great Pond Road Ruby B. Gould 99/33 880 Great Pond Road North Andover, MA 01845 ' 103 22 894 Great Pond Road Donald E. &Laurie B.Jaekle, Jr. 98/1 894 Great Pond Road ' North Andover,MA 01845 103 19 865 Great Pond Road Anthony J. & Ilah B. Randazzo 974/114 865 Great Pond Road ' North Andover, MA 01845 103 37 891 Great Pond Road Phillipe P. &Sheila Muller 4537/170 891 Great Pond Road ' North Andover, MA 01845 103 18 905 Great Pond Road Louis C. &Dorothy N.Tartaglione 989/342 ' 905 Great Pond Road North Andover, MA 01845 103 17 919 Great Pond Road Stephen C. &Christine L. Mitchell 4403/184 ' 919 Great Pond Road North Andover, MA 01845 ' 103 38 29 South Bradford Street Robert S.Ayer,Jr.& 2789/345 Pauline A. Low 29 South Bradford Street North Andover,MA 01845 ' 103 127 55 So. Bradford St. (Lot 3A) Sudarshan&Kalpara Chatterjee 5286/137 103 126 65 So.Bradford St. (Lot 4A) 55 South Bradford Street 5656/243 North Andover, MA 01845 103 34 69 So. Bradford St. (Lot 2A) Ronald Cuscia 5306/311 69 South Bradford Street ' North Andover, MA 01845 103 107 85 South Bradford Street .. The Joyce K. Crum Realty Trust 7387/21 Joyce Crum, Trustee ' 85 South Bradford Street North Andover, MA 01845 ' 103 16 95 South Bradford Street Lisa H. Kozol 5853/223 95 South Bradford Street North Andover, MA 01845 Cactied b Board f As r North Andover ' List of Abutters– 300 ft. Great Pond Road, North Andover, MA December 15, 2003 MAP Lot Location Own r —� Reference 103 99 140 Winter Street David P. &Carolyn Williams 1126/454 140 Winter Street North Andover, MA 01845 103 118 129 Winter Street Winter Street Realty Trust 4850/25 Laurie A. Messina,Trustee ' 129 Winter Street North Andover, MA 01845 103 119 115 Winter Street Santo &Anne Messina 5571/23 I 115 Winter Street North Andover, MA 01845 ' 103 120- Winter Street Mary A.&Anne Messina 4736/156 124 115 Winter Street North Andover, MA 01845 63 43 Great Pond Road–Lot F Helen Worthen Berns 3216/49 c/o Worthen Industries 3 East Split Rock Road Nashua, NH 03060 63 42 Great Pond Road–Lot E David Sargent Worthen 3098/135 c/o Worthen Industries ' 3 East Split Rock Road Nashua, NH 03060 I 1 I� ' Certifi Board Asse r orth Andover i St 9^70 7' 8K 7313 PG 65 ' Locus:Lots 2, 3 and 4,Great Pond Road,North Andover,Massachusetts Stephen J. Scully as Trustee of SH Trust under declaration of trust dated August 9, 1977 ' recorded in the Essex North District Registry of Deeds in Book 1315 at Page 744 of North Andover,Massachusetts(the"Grantor"),in consideration and in full consideration of one million ($1,000,000.00)dollars paid,grants to w Phillips Common LLC,a Massachusetts limited liability company,of 200 Park Avenue,Suite 2, North Reading,Massachusetts ' CJt with QUITCLAIM COVENANTS NOV 29 V2 PM12:54 the land with the buildings thereon in North Andover,Essex County,Massachusetts shown as Lots 2,3 and 4 on a plan entitled"Plan of Land in No.Andover,Mass., 1990,Hayes Engineering,Inc.,Owner. S.J.J.Trust Stephen J.Scully Trustee recorded in the�' Essex North District Registry of Deeds as Plan 11841 on October 9, 1990. The property conveyed by this deed shall be subject to,and have the benefit of,a Declaration of Covenants,Conditions and Restrictions of even date and to be recorded prior hereto. For title reference,see deed of Stephen H.Brennan Jr.and Dorothy M Brennan to the Grantor dated August 9, 1977 recorded in the Essex North District Registry of Deeds in Book 1315 at Page 746. Stephen J. Scully as Trustee of SJJ Trust under declaration of trust dated August 9, 1977 recorded in the Essex North District Registry of Deeds in Book 1315 at Page 744(the"Trust") hereby certifies that he is the sole trustee of the Trust and has been suchsole trustee since the inception of the trust;that the trust has not been terminated,amended or modified and remains in full force and effect in accordance with its terms:and that he has been authorized,empowered, instructed and directed by all of the beneficiaries of the Trust to execute,enseal,acknowledge and deliver this deed. NCO M 1 ri A' �< Er" r f. X, ' +'A I9�i n Q > Yf !D ,... Oct-31-12 p:xm Pro- ---L.- - -- t-Iq ►.gNM11 Fnp f SK 7313 PG 66 Bxm�oed u sn sowrmo�uamt II 1wanJ. y,�saustas �oraudaad hWvkhWly 1 CM)M ONWEALTB OY MA88A.CM NCY.. 1 ate. oewber 2002 Th=pasoaWappe led dw&omm mod$Mpbm L Bc4y.pnwea as sid aid 1 , tbs �o bs fib sat sqd dsed as such ttusbee but not inavidwdly.betm me. ' Nowy Public MY©omm u m capbw 2 8 1 i 1 2 1 ,fie ie.7- 60()V;•r l ! 17-cn ,/#tY- 5.,;7r J700 `3" V" 4MIIP6 56 Declaration of Covenants,Conditions and Restrictions and Grant of Easements ' We,Diane L. Scully of 808 Great Pond Road,North Andover,Massachusetts,owner of Lot 1 (the"Owner of Lot 1")on a plan entitled"Plan of Land in No.Andover,Mass.,Scale: I"=50', July 10, 1990,Hayes Engineering,Inc.,Owner: S.J.J.Trust Stephen J.Scully Trustee"recorded in said Registry as Plan 11841 on October 9, 1990(the"Site Plan")located on Great Pond Road, North Andover,Massachusetts,and Stephen J. Scully,as Trustee of SJJ Trust u/d/t dated August 9, 1977,recorded in the Essex North District Registry of Deeds in Book 1315,Page 744,of 808 Great Pond Road,North Andover,Massachusetts,Owner of Lots 2, 3 and 4 shown on the Site Plan, (the"Owner of Lots 2,3 and 4"),hereby state and declare that said Lots 1,2,3 and 4 shall be held,transferred,sold,conveyed,and used subject to the provisions of this Declaration of Covenants,Conditions and Restrictions. LA. Covenants. Conditions and Restrictions ' The Owners of Lots 1,2, 3 and 4 and others entitled thereto shall have the perpetual easement G'+ and right to use in common with each other and others entitled thereto the utility and access easement shown on the sketch plan attached hereto(the"Sketch Plan")and depicted thereon as ' "Utility and Access Easement",pursuant to and subject to the"Common Driveway Easement" set forth hereinbelow. The Owner of Lot I hereby reserves to herself,her heirs and assigns and successors-in-title 1 forever,a perpetual easement and right to use in common with the owners of Lot 2,3 and 4 and others entitled thereto the Utility and Access Easement for access to and egress from Lot 1. ' The Owner of Lot 1 hereby reserves to herself,her heirs and assigns and successors-in-title to Lot 1 forever,an exclusive and perpetual easement(the"Land Use and Landscape Easement") in,under and over the Lot 1 Easement Area(as hereinafter defined)for the purposes set forth ' herein. The Land Use and Landscape Easement is appurtenant to Lot 1 on the Site Plan,now owned by the Owner of Lot 1 and is for the benefit of the Owner of Lot 1,her heirs,assigns and successors-in-title. ' The Lot 1 Easement Area is hereby defined as the area described as follows: NflV29 '0212:54 Beginning at the Southwesterly corner of the Lot 1 Easement Area, ' thence running North 620 25' 15"East 132.90 feet,thence turning and running North 680 23' 05"East 86.85 feet,thence turning and running ' North 720 15' 11"East 75.57 feet,thence turning and running North 13°36' 06"East 255.02 feet,thence turning and running South 12'31' 00"East 72.35 feet,thence turning and running ' South 2_°58' 53"East 50.64 feet,thence turning and running South 740 48' 39"East 108.05 feet,thence turning and running North 620 25' 15"East 61.65 feet,thence turning and running b South 370 24' 56"East 20 feet to the point of beginning. f BK 7313 PG 57 fThe Lot 1 Easement Area is designated on the Site Plan as"Exclusive Land Use And Area for Lot 1"; although said designation is Landscape i'n printed on that portion of he Site Plan that depicts ' Lot 2, in fact, as set forth in the above metes and bounds description,the Exclusive Land Use and Landscape Area for Lot 1 covers a portion of Lot 2 and a portion of Lot 3. The Owner of Lot 1 shall have the exclusive and perpetual right and easement to maintain and use he Lot 1 Easement Area for landscape purposes,including but not limited to cultivation of flowers,shrubs,trees,lawns and other plants.The Owner of Lot 1 shll have gardening,htee exclusive and perpetual right and easement to travel over the Lot 1 Easement Area on foot and ' by motor vehicle, and to use within the Lot 1 Easement Area powered equipment(including but not limited to lawn mowers)for the installation and maintenance of flowers,shrubs,trees,lawns and other plants.The Owner of Lot 1 shall have the exclusive and perpetual right and easement ' to use for any purpose,maintain,repair,and replace(and demolish and replace,or demolish and not replace)the building designated"Existing Wood Shed to be moved"(the"Shed")on the Site Plan. The"Shed"is distinct from the building designated`Existing Wood Playhouse to be moved"on the Site Plan.In the event that the Shed is damaged or destroyed,the Owner of Lot 1 shall have the exclusive and perpetual right and easement to repair or replace the Shed and no time limit shall apply to such repair or replacement.Without limiting the generality of the ' foregoing, the Owner of Lot 1 shall have the exclusive and perpetual right and easement to access to and egress from the Shed for all purposes.Notwithstanding the language on the Site Plan,the Shed need not be moved.No buildings,structures or improvements of any description ' (including but not limited to driveways or paths,paved or unpaved),whether permanent or temporary, shall be constructed or maintained in the Lot 1 Easement Area by the Owners of Lots 2,3 and 4. The Owner of Lot 1 shall have the additional exclusive and perpetual right and easement to enter the Lot 1 Easement Area at any time and from time to time to remove any building,structure or improvement(including but not limited to driveways or paths,paved or unpaved)built or ' maintained in,on,over or under the Lot 1 Easement Area in violation of he provisions of this Declaration,and the cost of such removal shall be the obligation of the Owners of Lots 2, 3 and 4. In the event that the Owners of Lots 2,3 and 4(or an of them shall desire Y ) re to access Lot 2 and/or Lot 3 directly from Great Pond Road across a portion of the Lot 1 Easement Area,the ' Owners of Lots 2,3 and 4(or any of them)shall request permission from the Owner of Lot 1 for such use, and the Owner of Lot 1 shall have the right to grant or withhold consent to such use at her absolute discretion,without recourse by the Owners of Lots 2,3 and 4. ' The Owners of Lots 2,3 and 4 shall pay all real estate taxes on the Lot 1 Easement Area.The Owner of Lot 1 shall maintain the Lot 1 Easement Area. ' The Land Use and Landscape Easement(and all the provisions thereof as set forth in this Declaration)shall run with the land and be binding upon the Owners of Lots 2,3 and 4 and their heirs,devisees, executors,administrators,assigns and successors-in-title and shall inure to the ' benefit of the Owner of Lot 1 and her heirs,devisees,executors,administrators,assigns and successors-in-title. 2 f BK 7313 RG 58 The Owner of Lot 4 shall have the perpetual easement and right t „ � o use the Utility Easement in the northeast corner of Lot 3 as shown on the Site Plan to install, use,maintain,repair and replace utility pipes, wires and conduits to serve Lot 4.Lot 3 is subject to the perpetual easement and right of the Owner of Lot 4 shown on the Site Plan to use the"Utility Easement"in the northeast corner of Lot 3 as shown on the Site Plan to install, use,maintain,repair and replace utility pipes, wires and conduits to serve Lot 4. B. Common Driveway Easement 1. Driveway Ent. The Owner of Lot 1 and the Owner of Lots 2,3 and 4 hereby establish the perpetual,non-exclusive right and easement to pass and repass by vehicular traffic or otherwise and to install and maintain utilities within the land area shown on the Sketch Plan recorded herewith and entitled"Utility and Access Easements"incidental to the use of, and appurtenant to Lots 2,3 and 4 shown on the Site Plan. A pervious driveway shall provide access to Lot 2 as shown on the Site Plan,and a separate pervious driveway shall provide access to Lots 3 and 4 as shown on the Site Plan. 2. Maintenance. The Owners of Lots 2,3 and 4 shall maintain the driveways in good order and repair and shall be responsible for the removal of ice and snow ("Maintenance Obligations"). The snow shall be plowed to the outside edge of the driveways. The Owner of Lot 2 shall be solely responsible for all expenses associated with the Maintenance Obligations for the pervious driveway providing access to Lot 2.The Owner of Lot 3 shall be responsible for one third of all expenses associated with the Maintenance Obligations for the pervious driveway providing access to Lots 3 and 4,and the Owner of Lot 4 shall be responsible for two thirds of all expenses associated with the Maintenance Obligations for the pervious driveway providing access to Lots 3 and 4. C. Miscellaneous (a) The Owner of Lot 1 and the Owner of Lots 2,3 and 4 intend that the provisions of this instrument shall run with the land; ' (b) This instrument is intended to take effect as an instrument under seal and shall be construed and interpreted in accordance with the laws of the Commonwealth of Massachusetts. (c) Binding Effect. The provisions of this Declaration shall run with the land and bind said Lots 1,2,3 and 4,and shall remain in force for a period of thirty(30)years from the date this Declaration is recorded; and thereafter for further periods of not more than twenty(20)years at a time if extended in accordance with law,but this provision shall not apply to the easements created hereby which shall be perpetual. 3 IR BK 7313 PG 59 (d) Seve_,-rability. Invalidation of any one of these covenants or restrictions by judgment or court order shall in no way affect any other provision,which shall remain in full force and effect. (e) The terms"the Owner of Lot 1"and"the Owner(s)of Lots 1,2, 3 and 4" as used herein shall include their heirs,assigns and successors-in-title. For title reference to Lot 1,see deed from Stephen J. Scully,Trustee of SJJ Trust u/d/t dated August 9, 1977,recorded in the Essex North District Registry of Deeds,to The Owner of Lot 1,which deed is recorded with said Registry in Book 5667,Page 54. For title reference to Lots 2,3 and 4,see deed from Stephen R Brennan Jr.and Dorothy M. Brennan to Stephen J. Scully,Trustee of SJJ Trust u/d/t dated August 9, 1977, recorded in the Essex North District Registry of Deeds,which deed is dated August 9, 1977 and recorded with said Registry in Book 1315,Page 746. 1 1 4 1 _ . PROJECT NARRATIVE Special Permit Great Pond Road— Lot 2 North Andover, Massachusetts December 11, 2003 Project Summary ary The subject property, consisting of approximately 93,823± square feet (2.15 Ac), is part of a partially constructed 4-lot subdivision located on the southerly sideline of Great Pond Road in the vicinity of #777. Work conducted on the subdivision to date includes construction of a crushed stone common driveway with a box culvert, wetland replication area, utility installation and vegetation clearing in the house location. Extent of completed site work, obtained through an As- built survey conducted in 2002, is shown on the accompanying plan and substantially conforms to the design specifications. Work done within the Conservation Commission's jurisdiction has been completed in compliance with the Order of Conditions, with the exception of construction of the individual lots. The site is also located within the Town of North Andover Watershed Protection District and further contains identified wetland resource areas. As such, any work conducted within the District on this site requires the issuance of a Watershed Special Permit. The North Andover Planning Board previously issued a Watershed Special Permit(see attached)for house construction at Lot 2 Great Pond Road in September of 1999 to the original owner, SJJ Trust. That permit has since expired without the house and driveway being constructed. Consequently, the new owner, Phillips Common LLC, is seeking to reapply for the Watershed Special permit in order to complete the house and driveway. The Watershed Protection District contains a non-disturbance zone and non-discharge zone conducted in the vicinity of wetland resource areas. For this lot, the non-disturbance zone setback distance is a 100-foot buffer zone from wetland resource areas and the non-discharge zone is a 325-foot buffer zone from Lake Cochichewick. The single family home design will result in very little new impervious area, will retain approximately 85% of the site in a natural state, and locates the house more than 100 feet from identified resource areas. Dual goals of preserving site characteristics and long-term protection of resource areas will be accomplished by incorporating a crushed stone driveway designed to blend in with existing contours, avoidance of mature tree removal, use of extended setbacks from identified resource areas and natural vegetation into the project design. The proposed home will be serviced by municipal sewer and water utilities, thereby avoiding grading disturbances that would otherwise be created by septic system installation. Further, surface water quality will be protected through the use of erosion controls along existing wetland resource area boundaries and recharging the roof runoff back into the ground. The proposed driveway design was reviewed by Chief Dolan and Lieutenant Melinikas of the North Andover Fire Department during the initial phase of the project (see attached memo, dated 5/21/99). This review resulted in several minor additions to the plan to improve the access and fire protection of the home. A fire protection sprinkler system and a stone street address marker, among other features will be installed as part of the North Andover Fire Department's recommendations. All fire protection features approved at the time of the Fire Department's review have been retained in the current project design. Therefore, based on the information described herein and as shown on the accompanying plan and documents, it is Hayes Engineering, Inc.'s opinion that the project in lot 2 can be granted the Special ' Permit requested without any significant adverse impacts to the Town of North Andover. William R. Bergeron, . Project'Engineer Town of North AndoverORT f H N OFFICE OF �?o , `• ao COMMUNITY DEVELOPMENT AND SERVICES 27 Charles Street ? * North Andover, Massachusetts 01845 �LIAM J. SCOTT 9SSACHUSE�� Director (978)688-9531 NOTICE OF DECISION Fax(978)688-9542 SEP 1, 3. 199, Any appeal shall be filled within (20) days after the date of filling this Notice in the Office of the Town Clerk. Q--4 v =*rn Date: September 8, 1999 1 a=Wm Date of Hearing: 7/20/99, 9/7/99 ora. D <==c Petition of: S.J.J. Trust n CD Premises affected: #777 Great Pond Road(Lot 2) Referring to the above petition for a special permit from the requirements of the: i North Andover Zoning Bylaw Section 4.136 so as to allow: to construct a home in the Watershed Protection District. After a public hearing given on the above date, the Planning Board voted to: APPROVE the: Watershed Special Permit based upon the following conditions: Signed CC: Director of Public Works Alison 1%Lescarbeau.Chairman Building Inspector Natural Resource/Land Use Planner John Simons vice Chairman Health Sanitarian Assessors Alberto Angles Clerk Police Chief Fire Chief Richard S.Rowen Applicant Engineer Richard Nardella Towns Outside Consultant File Planning Board Interested Parties �OARD OF APPEALS 688.9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 09/08/99 Lot 2 Great Pond Road Special Permit-Watershed Protection District The Planning Board makes the following findings regarding the application of S.J.J. T S i aPP rust, tephen J. Scully, Trustee, P.O. Box 302,Lawrence,MA 01842,June 9, 1999,requesting a Special Permit under Section 4.136 of the Zoning By-law to allow construction of a driveway and single family home within the Watershed Protection District-property will be connected to a public sewer. FINDINGS OF FACT: 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. Specifically the Planning Board finds: 1. That as a result of the proposed construction m conjunction with other uses nearby,there will not be aa Y significant degradation of the quality or quantity of water in or entering Lake Coehic hewiek. The ' Planning Board bases its findings on the following facts: a) The proposed dwelling will be connected to the Town sewer system; b) A covenant will be placed in the deed limiting the types of fertilizers that can be used on the site. c) The topography of the site will not be altered substantially. d) The limit of clearing is restricted to the minimum necessary to construct the structure and appurtenances; e) The driveway to the dwelling is to be-constructed of gravel and crushed stone so that impervious area will not,be.utilized in the watershed district; fl A construction phasing plan and emergency response plan are required. 2. There is no reasonable alternative location outside the Non-Distrubance Buffer Zone for any discharge structure or activity,associated with the proposed project as the access to the lot is located within the Non-Disturbance Zone. In accordance with Section 10.31 of the North Andover the P Board makes the following Zanmg Bylaw, findings: a) The specific site is an appropriate location for the proposed use as all feasible stone water and erosion cantrols have been placed on the site; b) The use will not adversely affect tie neighborhood as the lot is located in a residential zone; c) There will be no nuisance or serious hazard to vehicles or pedestrians; d) Adequate and appropriate facilities are provided for the proper operation of the proposedd use; e) The PlanningBoard also makes a specific finding that the use is in harmony with the general purpose and intent of the North Andover Zoning Bylaw. 1 09/08/99 i Upon reaching the above findings, the Planning Board approves this Special Permit based upon the following conditions: SPECIAL CONDITIONS: 1) 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 Proposed Lot Development Great Pond Road(A.P.35 Lot,5) North Andover,Massachusetts Prepared by. Hayes Engineering,Inc. 603 Salem Street Wakefield,MA 01880 Scale: 1"=40' Date: May 17, 1999 Sheet: 1 of 3 ' b) 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 2) Prior to any work on site: a) Aerformance �of two thous P and-(52,000) dollars in the form of a check made out to the Town of North Andover must be posted to insure that construction 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) The limit of work as shown on the plan by the erosion control line must be marked in the field and must be reviewed and approved by the Town Planner. c) All erosion control measures as shown on the plan must be in place and reviewed by the Town Planner. rd) The site shall have received all necessary permits and approvals from the North Andover Conservation Commission, Board of Health, and the Department of Public Works and be in compliance with the above permits and approvals. e) Allfans for the tie-in to the municipal P crp sewer must be reviewed and approved by the Division of Public. Works. fl The proposed wetland crossing will bo constructed . no or love flow conditions' ' i roP S during acceptable to the designated North Andover Conservation Commission Agent — Written verification of such must be provided to the Planning Department by the NACC Agent, (at the request.of the applicant) prior to construction commencing. g) A construction phasing plan and emergency response plan are required to be provided to the Town Planner prior to any construction commencing. 2 09/08/99 i ' 3) Foundation Plan:Immediately upon completion of the dwelling foundation and prior to fiuther construction activities associated with the site, the applicant shall complete a plan prepared by a Registered Professional Land Surveyor (R.P.L.S.) which accurately depicts the foundation location and its proximity to wetland resource areas as shown on the approved Watershed Special Plan. Said plan shall be submitted,to the Town Planner for review to verify that the setback limits under the special permit have been met. 4) Prior to verification of a Certificate of Occupancy: a) No pesticides, fertilizers or chemicals shall be used in lawn care or maintenance. The applicant shall incorporate this condition as a deed restriction, a copy of the deed shall be submitted to the Town Planner and included in the file. b) The structure must contain a residential sprinkler system in cenforrnance with the North Andover Fire Department approved design. c) Owners,their heirs and assigns,shall not subdivide any lot as shown an the plan referenced in Condition #l, to be recorded herewith with Essex County North District Registry of Deeds. A Declaration of Restrictive Covenant confirming this restriction shall be fled with the Essex County North District Registry of Deeds,and a recorded copy of such shall be given to the Town Planner 5) Prior to release of the Performance Bond.- a) ond:a) The applicant shall submit an as-built plan stamped by a Registered Professional Engineer in Massachusetts that shows all construction, including sewer-Imes, stone 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 mare a finding that the site is in conformance with the approved Plan. 6) In no instance shall the apphcanes proposed construction be allowed to further impact the site than as r proposed on the plan referenced in Condition#1. 7) No open burning shall be done except as is pertru ted during burning season under the Fire Department regulations. 8) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 9) The provisions of this conditionalrovaI�shall app apply to and be binding upon the applicant, >t s employees and all successors and assigns in interest or control. 10) This permit shall be deemed to have lapsed after a two-(2) Period from the date on which the Special Permit was granted unless substantial use or construction has commenced. 3 09/08/99 cc. Director of Public Works Building Inspector Health Agent Assessor Conservation Administrator Police Officer Fire Chief Applicant Engineer File Lot 2 Great Pond Road -Watershed i 1 1 1 1 1 1 1 1 1 4 q� fps All F31 jig ji Property Near 777 Great Pond Road JOB FU 310 CMR 10.99 fh1 4 -Q 0 f Form 2 OEP File No. �y (ro oe provided by OEP) Commonwealth city,ro"n North Andover of Massachusetts apohcant Stephen J. Scully S.J.J. Trust Date Aeauer Flee May 3, 1996 . •• ' ' POSITIVE Determination of Applicability AIM 1 1 1,996 Massachusetts Wetlands Protection Act, G.L. c. 131 , §40 From NORTH ANDO�IER CONSERVATION COt@tISSION Issuing Authority Stephen J. Scully ' To S.J.J. Trust S.J.J. Trust (Name of person making request) (Name of property owner 808 Great Pond Road P 0 Box 302 ' Address No. Andover MA 01845 Address Lawrence MA 01,844 Hayes Engineering, 603 Salem St. , Wakefield, MA 01880 This determination is issued and delivered as follows: by hand delivery to person making request on (date) .ZMy certified mail, return receipt requested on June 7, 1996 (date) ' Pursuant to the authority of G.L c. 131, §40. the North Andover Conservation Commission has considered your request for a Oetermination of Aopticability and its supporting documentation,and has made the following determination(check whichever is aoolicable): Property near 777 Great Pond Road Location: Street Address ' Lot Number: Map. 103,• bots 116, 117 and 131 1. The area described-below,Whitt-irecfLdes all/part of the area described in your request, is an ' Area Subject to Protection Under the Act, Therefore, any.rernoving, filling, dredging or altering of that area requires the filing of a Notice of Intent. BVW .(310 CMR 10.55) Flags A4 to A38 (Note:SBI—SB9),Freshwater wetland ' (Ch. 178 Code of No. Andover) Flags B5—B-15, BLSF (310 CMR 10.51) Elev. 1229' not approved under this• RDA. Plan entitled "Plan to Accompany RDA in N.A. Mass" dated REV 6/3/96.. ' 2. The work eescribed below,which includes all:part of the work described in your request,is within an Area Subject to Protection Under the Act and will remove, fill. dredge or alter that area.There- fore, said work requires the filing of a Notice of Intent. j Effective 11/10/89 2.1 3. ^ The work described below, which includes allroart of the work described in vour request, is within ' the Butter Zone as defined in the regulations. and will alter an Area Subject to Protection Under the Act. Therefore, said work requires the filing of a Notice of Intent ' This Determination is negative: 1. ❑ The area described.in your request is not an Area Subject to Protection Under the Act. 2. ❑ The work described in your request is within an Area Subject to Protection Under the Act. but will not remove, fill, dredge, or alter that area.Therefore, said work does not require the filing of a ' Notice of Intent. 3. ❑ The work described in your request is within the Buffer Zone. as defined in the regulations. but will not alter an Area Subject to Protection Under the Act. Therefore. said work does not require the tiling of a Notice of Intent. q. ❑ The area described in your request is Subject to Protection Under the Act. but since the work ' described therein meets the requirements for the following exemotion.as specified to the Act and the regulations, no Notice of Intent is required, Issued by NORTH ANDOVER Conservation Commission Signature(s) This Determination must be stoned by a majority of the Conservation Commission. e o On this �� A-- day of 19 96 befog_me personally appeared George L. Reich to me known to be the person described in, and who executed, the foregoing instrument. and acknowledged that he�sTiz- executed the s e as his/r free act and deed. ' Notary Public My commission expires ' This Determination apes not,relreve trio acobcant from comoryrng with alt other aao!rcaote feaeral. state o,focal statutes.orarnances. bylaws or regutauons This Determination snail oe valid for three years Corm the pate of issuance The applicant,trio owner. any person aganeved by this Determination,any owner o!land aountna the Pana upon wnrcn the or000sed work is to be oone,or any ten resicents of trio city or town in wntcn such tend is located,aV nereoy,notitlea of their right to reaves;the Department of Environmental Protection to issue a Suoersedma Determination of Aoohcaoitny,Provrmng the request is maae oy certihea mau or nand delrvery to the Department.with the appropriate fibno tee and Fee Transmrtal Form as provided in 310 VAR to.o3(7t within tan goys from the pate of issuance of this Determination.A copy of trio request small at the same time t e sent by cemlteo mail or nano oativery to the Conservation Comm+svon and the app)icant. 2•2A ' EROSION AND SEDIMENTATION CONTROL GREAT POND ROAD LOTS 2,3 &4 ' NORTH ANDOVER, MASSACHUSETTS December 11, 2003 PARTI - GENERAL ' QUALITY ASSURANCE A. The applicant and contractors shall be responsible for reviewing, and taking steps to meet, all requirements contained in the Order of Conditions issued by the Conservation Commission for this project. ' B. Follow siltation control methods as outlined below, shown on the plan and as directed by Engineer. ' C. Operations will be restricted to areas of work indicated on drawings (and clearly marked on site) and area which must be entered for construction of temporary or permanent facilities. D.Siltation controls shall be checked frequently and maintained in functioning condition throughout the duration of activities so as to prevent encroachment upon adjacent resource areas. If siltation control materials are washed away during construction, contact the ' Conservation Commission and Engineer, and remove materials and silt accumulations from fouled areas as directed. E. Conservation Commission has authority to limit surface area of erodible earth material ' exposed by clearing and grubbing, excavation, borrow and fill operations, and to direct immediate permanent or temporary pollution control measures to prevent contamination of wetlands, including construction of temporary berms, sediment basins, sediment traps, slope drains and use of temporary mulches, mats or other control devices or methods as necessary to control erosion. F. Temporary stockpiles of soil shall be located in an upland area (not to exceed the limit of construction as demarcated by siltation fencing shown on the plan) and be surrounded with an erosion control barrier to prevent sediments from encroaching upon adjacent resource areas. PART 2— EROSION CONTROL BARRIERS A. MATERIALS . ' Staked Haybale Barrier 1. Hay or straw bales, enough to accomplish length specified on plan and 10 to be reserved for replacement or barrier re-enforcement use, as needed. 2. 2-inch by 2-inch by 3.5-foot wooden stakes for hay bales, two stakes per bale. 1 ■ ' Erosion and Sedimentation Control Great Pond Road - Lots 2,3 &4, North Andover, MA December 11, 2003 Filter Fences ' A. Synthetic Filter Fabric 1. Synthetic filter fabric shall consist of a pervious sheet of propylene, nylon, polyester or ethylene filaments. ' 2. Certified by manufacturer or supplier as conforming to the following requirements: ' Physical Property Minimum Requirements Filtering Efficiency 75 percent ' Tensile Strength at 20% (maximum) Elongation Extra Strength: 50 lbs./linear inch Standard Strength: 30 lbs../linear inch Flow Rate .3 gal./sq.ft. B. Non-synthetic Filter Fabric 1. Shall consist of burlap fabric weighing 10 ounces per square yard. C. Filter Fabric Support ' 1. Posts or stakes for filter fences shall be of sufficient size and strength to fabric. Steel posts shall have projections for fastening wire to them support the ' 2. When standard strength filter fabric is used, the fabric shall be reinforced by wire fence. Wire fence reinforcement for filter fences shall be a minimum of 36 inches in ' height, a minimum of 14 gauge and a maximum mesh spacing of 6 inches. B. INSTALLATION 1. Location Install erosion controls prior to commencement of clearing and construction activities along limits of work area as specified on plan, surrounding bases of all deposits of stored fill material outside of disturbed area, and where directed by the Conservation Commission. Siltation control materials shall be installed and maintained at all catch basins during roadway construction so as to prevent sediments from entering into the drainage system 2. Barrier Installment A. Hay Bales ' Hay bales, if specified, will be embedded in the soil a minimum of 4 inches. Hold bales in place with two 2-inch by 2-inch by 3.5-foot stakes so that each bale is 2 ' Erosion and Sedimentation Control Great Pond Road- Lots 2,3 &4, North Andover, MA December 11, 2003 butted tightly against adjoining bale, thereby precluding short-circuiting of erosion check. The first stake in each bale shall be driven toward the previously-laid bale to push the bales together. B. Filter Fences ' 1. Excavate trench along post line 6 inches wide and 6 inches deep on the upslope side of the barrier. 2. Space posts a maximum of 10 feet apart and drive them a minimum of 12 inches into the ground. The posts should not be greater than 36 inches above the ground. 3. Fasten wire mesh support fence secure) to u sloe side of the Y upslope posts using heavy- duty wire staples at least 1-inch long, tie wires or hog rings. Wire shall extend into ' trench a minimum of 2 inches, and shall not extend above the ground more than 36 inches. ' 4. Staple, wire_or tie the standard strength filter fabric to the wire fence. The fabric shall extend 8 inches into the trench and shall not extend more than 36 inches above the ground. Do not staple filter fabric to existing trees. ' 5. When extra-strength filter fabric or burlap and closer post spacing is used, wire mesh support may be eliminated, in which case the filter fabric is stapled, wired or tied directly to the posts with all other provisions of item 4 applying. 6. Backfill trench and compact soil over filter fabric. ' 7. Provide wildlife passage corridor with baffle for every 100' of fence installation. Passage shall be 18" wide between stakes, and baffle shall be installed parallel to fence, offset 18" from fence line, and overlapping passage by 48" on either side of ' break. PART 3 —POLLUTION CONTROL MEASURES ' A. Discharge silt-laden water ter from excavations onto filter fabric mat and/or baled hay or straw sediment traps to ensure that only sediment-free water is returned to wetland areas. Sediment traps, if needed, should be constructed by standard methods. Siltation control materials shall be installed and maintained at all catch basins during roadway construction so as to prevent sediments from entering into the drainage system. B. Do not place soil backfill material adjacent to resource areas withoutroper siltation controls or otherwise preventing the soil from washing away by high water orrunoff. ' C. Do not dump any materials into any streams, wetlands, surface waters or unspecified locations. ' D. Do not dispose of trees, brush, debris, paints, chemicals, asphalt products, concrete curing compounds, fuels, lubricants, insecticides, wash water from concrete trucks or 3 ' Erosion and Sedimentation Control Great Pond Road-Lots 2,3&4, North Andover, MA December 11, 2003 hydroseeders, or any other pollutant into any streams, wetlands, surface waters or ' natural or man-made channels leading thereto, or unspecified locations. E. No disturbance or alteration of any kind allowed between the specified limit of work and the wetlands. ' F. Prevent any operation of equipment outside the designated limit of work (erosion control barrier). G. Prevent indiscriminate, arbitrary or capricious p icious operation of equipment in surface waters. ' PART 4—STABILIZATION TECHNIQUES Q ES A. Protecting and Minimizing Exposed Areas Building construction activities will leave bare earth open to erosion. Steps shall be taken to minimize this area of exposure by preserving existing vegetation and providing soil stabilization. Equipment and trucks shall be routed only over the existing driveway and workers shall minimize foot traffic in vegetated areas adjacent to the work area as much as possible. During site work, utilization of stabilization techniques are necessary for ' controlling erosion on exposed areas, including grading, seeding and otherwise stabilizing the areas. ' B. Sediment And Erosion Control Prior to any construction occurring adjacent to identified resource areas (shown on the plan and/or marked in the field, proper erosion and siltation barriers will be installed so that throughout and until completion of construction, those areas will be afforded maximum protection. Temporary stockpiles of soil shall be surrounded with an erosion ' control barrier to prevent sediments from exiting the subject property. All erosion control barriers are to be maintained and periodically inspected until areas of bare soil are stabilized to ensure that they are in functioning condition. Mirafi (or equivalent fabric) ' fencing shall be installed upgradient of wetlands as shown on the above-mentioned plan. Any accumulations of sediments present along erosion control barriers shall be removed as soon as possible after deposition in order to ensure the effectiveness of all ' sedimentation controls. C. Vegetational Covers 1. Temporary Vegetational Cover Any area proposed for removal of vegetation where soil will be exposed for more than 10 days shall be mulched or otherwise treated to prevent erosion. On sediment-producing n p g areas in the buffer zone, where the period of exposure will be more than 30 days, the following procedures should be followed for a cover of annual rye. When bare soils are not completely graded and vegetated by September 30 of any year, winter rye shall be planted as specified in table and mulched with three (3) inches of hay or straw. 4 ' Erosion and Sedimentation Control Great Pond Road- Lots 2,3&4, North Andover, MA December 11, 2003 a. Install needed surface water control measures. ' b. Perform all cultural operations at right angles to the slope. c. Establish adapted species from table below (U.S.D.A. Soil Conservation Service, 1977). d. Apply seed uniformly to the rate indicated by broadcasting or hydraulic application. e. Cover seeds with suitable equipment. ' SPECIES SEEDING RATE DEPTH OF COVER SEEDING DATES Annual Ryegrass 40 lbs./acre '/. inch March 1 to June 15 ' Au . 15 to Sept. 15 Sudangrass 40 lbs./acre 1/2 to 1 inch Ray 15 to Aug. 15 Millet 30 lbs./acre 1/2 to 3/4 inch June 1 to Aug. 1 ' Winter Rye 120 lbs./acre 1 to 1 1/2 inch Aug. 15.to Oct. 15 ' 2. Permanent Vegetational Cover To reduce damages from the potential incidence of sedimentation and runoff to other properties, and to avoid erosion on the site itself, a permanent type cover shall be established in disturbed areas located adjacent to resource areas immediately upon completion of grading. Seeding herbaceous cover is usually the most economical and practical way to stabilize any large area. For this site, all disturbed areas will be seeded during the period of August 1 to October 1; or in spring by May 15 with a commercial lawn mixture utilizing standard landscape methods and as recommended by the seed ' manufacturer. Grass sod or landscape plantings may be used instead of seed, if preferred. The following procedures are suggested to establish a stable, permanent cover. a. Shape and smooth the surface to the desired grade. b. Lime according to soil test pH 6.5. C. Fertilize, if necessary, according to soil test. � d. Work u t p a seedbed 3" 0 6"deep, incorporating the lime into the soil. ' e. Cultipack or roll the soil surface before and after seeding when slope conditions permit. 5 ' Erosion and Sedimentation Control Great Pond Road - Lots 2,3&4, North Andover, MA December 11, 2003 f• Seed during the period of August 1 to October 1; or in spring by May 15. ' g• Mulch with 1-2 tons of straw per acre. Suggestions as t gg o the type of seed mixture and rate of application per acre, dependent on the site conditions, are contained in the listing from the U.S.D.A. Soil Conservation Service (1977) below. ' TAE 2 MIXTURE NO. 1 - Dry to Very Dry Sites Switchgrass-20 lbs. (Blackwell or Nebraska 28) Redtop -3 lbs; or Annual Ryegrass- 15 lbs. ' Switchgrass seed d requires a chiding period of three (3) weeks or longer at common household refrigerator temperatures, except when seeded in late fall or ' winter. Regular mowing should not be practiced. Very slow growing the first year. ' MIXTURE NO. 2- Dry to Very Dry Sites Weeping Lovegrass -5 lbs. Cape and the Islands only. May be killed by severe winters, and should not be seeded where regular mowing will be practiced. Spring seeding only between ' April 15 and May 15. Should not be used for sand dune stabilization. MIXTURE NO. 3 -Moderately Moist to Dry Sites Red fescue-30 lbs. ' Redtop - 3 lbs.; or Perennial Ryegrass- 15 lbs. Resistant to foot traffic. Tolerant of shade. Good for lawn type cover. MIXTURE NO. 4 - Moderately Moist to Very Dry Sites Tall fescue -40 lbs. Redtop - 3 lbs.; or Perennial Ryegrass - 15 lbs. Resistant to foot traffic when well established. Tolerant of shade. 6 Erosion and Sedimentation Control ' Great Pond Road- Lots 2,3&4, North Andover, MA December 11, 2003 MIXTURE NO. 5 -Moderately Moist to Dry Sites Crown vetch - 15 lbs. Redtop -3 lbs.; or Perennial Ryegrass- 15 lbs. Crown vetch should not be seeded as the basic species where regular mowing will be practiced. Spring seeding is preferred. g ng ' MIXTURE NO. 6 - Moderately Moist to Dry Sites Standard commercial grass or grass-legume mixtures used for lawns or long- term forage crop production. Mixtures should contain at least 75% perennial grasses or legumes. Annual fertilization should be planned. MIXTURE NO. 7 -Moderately Moist Sites ' Kentucky Bluegrass-20 lbs. Redtop -2 lbs.;or Perennial Ryegrass- 15 lbs. Only for high-fertility sites, usually four (4") inches or more topsoil. Good for lawn-type cover. ' MIXTURE N0. 8-Moderately Moist to Very Dry Sites Sericea Lespedeza -20 lbs. Redtop-2 lbs.; or Perennial Ryegrass- 15 lbs. ' Cape and the Islands only, and seeded only in the spring. Should not be seeded where regular mowing will be practiced. REFERENCE United States Department of Agriculture, Soil Conservation Service, 1977. gide fines for Soil and Water Conservation in Urbanizin Areas of Massachusetts. U.S.D.A. Soil Conservation Service, Amherst, Massachusetts, 88 pages. 7 t� J. JR Tp s \ LAKE COCHICHEWICK eo ,Wf:-f714t7 .� 3- RCP INV.-122.52 / \vh TAPPING ' : \1 i ` • 'A SLEEVE & GATE I / • ' o 9 SITE /, -' \ j \ ANTHONY✓. Mfr /LAN 8. RUMZZO &$ \ DW. TEL - y`,tNTER POLE STONE ADDRESS t2o 4 . MARKER STREET ` - , ( LOTS 2, 3, AND 4 - ..t2gtfC. so- \ \ I L. 400 BUFFER \ \ \. \ 00,1 I ( \ FROM LAKE 2•a � ! LOCUS MAP COCHICHEWICK ,;- \ \ FENCE APPROX. LOCATION) ,�• \ N.T.S. ( \ \ \ \ \ �GfETAL �' 4• `� k \ \ \ SHED / r ` .-J \ ZONE !T " 1 "� � I�����,,�` �, .X�. •�•a�•� `I -. \ � � �.� \ ,,�� . ,.� ► --- \ ` \ ` r 1 \ PROD. LJMiT \ \ � M/N/MUM 5,ETBi4CKS.• �•`'p f/` ('�`� /c ,- t�a> -' •,z� t '"`' - -- \ \ \ \ r\ '1.wuMtzER� \, . OF CLEARING \ \\ \ \ \ FRONT -- 30' \ I ` \ \\ \ ` \ x `\.. ' // / k :; ; I A \ `\ �. \ \ ` (SEE DETAIL=fYPtCAL) /' A�- 1 SIDE - 30 y ti l .' ; I - REAR = 30' (� r N x:�• --, POND '� �� �\ \\ �\ r� \ \ \\ \ \\ \ oo MIN. FRONTAGE-- 175 iOQN I z ; Y 8 M/N. LOT AREA•- 87, 120 S.F. f l •1267 aI /SIi �� 4 \ •\\ \ \ \\ \ ' \\ \ \ `\ �A�m�Gm "r ::" ` ! \ \` \ \ \ \ \ __ / b► to $1.4 \ . .. PROP. POROUS 1\('�� �� : _}'--,' ^11 I ,3aa _ x t.x \ j \ •\\ \ \ j ` ` \\ \ �:+.,,.. ' /�1 CONCRETE PAVERS _- --- 148.8 v , 1 EROSION CONTROL2 -t - -` \ \,iJtS 14" �• fps - '% � _ d F• 1W..•-1Lxar? / \ 3ty'. f- , LOT 4 \ \ 1 STOCKPILE .3f 1, A0 f .SF. r \ \ \ 41.1 . TEMPORARY _ 3 \. ( VIK214 130 .�' .SF. \ \ ; \ If REQUIRED .. % / \ OI/ERKANc / �, \,� \ , 7, • // (!/RAVO) 1 \ \ \ GAS\ ''t �� Off\ I t } ' f // / B.V.W.eou"aw \ \\ \ \ • t z 142 / / � \` u �11 ,•` 1 1 ' , ¢ -' - x // / ! 100 YEAR FLOOD ` . \ \ \ 1 1 ` 38.5 • ` STONE MARKER - LOT 3 , • ELEV. �• 127.9 \ \ `� , 1 C / ,o OT 4 (W/DIR. ARROW) - / ./�? \ • , �9►�,� / , \ `\ �� pop / r a a / / • \ \\ Mo LAIC 4 Ot�ERf14Nc��// / & \ - r i ,,,�.. �` \ rlafo \ 387 O PAD R�G7 ' 1372 f ,. ),,�.. o�� ///� EROSION CONTROL AYf •1•` s�4 JAIS I LAUR/E AIESS/KA �o►o x INTERMITTENT STREAM /, / � / ` • i / _ 8 LOT t /i �� \ //'i 610 SHED i F .Ja ,IJ9 ts" CNc90,102 S.F. 14 / : 1s ' , E =128.1WfIND REPLICA70 • `\ "^\\ \\ .� / NCA \ ` 134.:1 Az 13�t' �4 AREA COMPLETED EROSVO • 13? s�-�^�x . .a �\, \ �J / r i 18x R AIS � ''~ ` _ "n`-�7 \• t•}a.. • 33'1'" .ccN 12" �34 4\ �t?7 • y 0 f� / • +►:.. 117 K ' _ .. ,.. :•1 / / // / ♦ ,, i i 132 7 1 - „ ," •�� .. • \ \ • 31 1 > \ .:. : t -1t. : \ , M ; �� 133.7 x s•. { :::: _�+ \ ! /\ . / i ri ( //, 1 4 i* X y ' •. f9 ! .n_ ` 33A w...!'+f - �.•: . r. r, : 133A VV a ' ox` �G1D'A WS0 0i�E AIAX4 &( ` R '`7 / /" r / , __,/ w-. •`: 131a•� ^.i ;,�'a' //YD ._.. X f 34��'•t•.. •,� / I x �1� f / 21 f i • / r- 9fA,: - � �- -*+L"-,c:ar ai T,,. r -•., f " � S \ • \ ` / 1� �/ )y /�tIC' ! - `~ _ vitr - ,� _ � . \ • / s 380 f t/ �" `f"" l I / !1. J � ` •A7S^ �' 1?A.3 '�.-....- ,�•x'..• .._.._.._..-u .----.------- 130. � , � /� ::1+-�:a- \ � • / I / I 34 / / •/ ,k•1VA. •i' ..r: ��' •) '' ? � y♦ 1 "'C+Krtti:y,.: 5 .128 r 12�d // 7 x ,r--.:`., y(,_x !tea _ ' •" \ 18" CN ( /" /• 360 "➢°' ��:,.• . ; �t33t L i •/ 1278 t ,�( .-- ti• •' �B-`4 1 �-=-,j- .8 h ' \� l6 �f?9 136 1'40•..� ,x IL- 29.4 • 't ` 132.7 INV /; '' EROSION ,i+` 9 `� t' i I \ A / •� / 134.1 K t3 / i i ,- 3�a8 ` �-S 3?.2 I / / / \ ` '` \ '129 /139.2 / i 127 % _� •`X-' 136 \ \ t ( / / ` .- X39 4 t I :\ ' x 133 U ', l 1 ,} -� ':' ' ' REVISIONS / / { /' / / / •"'w"Kc Q i; f � •f �`i 133 0 \ r 1 1 1 { PROPOSED,"MAXIMIZER t 4 � �' �t 19.4 i� 0_4 / SB r , {8--f2 3 , / ./ CfiAIdBERS. ROOF 4. 1328 s/p1E 7/9/99 LOCAL 1' + �. / / /� DRAIN REFI iA QE \ X136 7: / 1 ' • _------___ �B�s---- WETLAND �� i (SEE DETAIL-TYP\ICAL3 \ \ 1 '/ i 8/24/99 A./f3433 .� \ •�' ONLY 1 ' \1 .� i / -� ``,. t31A � 18" CNC _ .. _ \�` •. ' �; f� Ar�/1' � U� jj B-7 l '.�`, � :1 S �� j �k:•. \ `k� �` `' -- _:_Y"-<'? .. ' �'` "` 1/05/04 /j J • ✓ t7' �� /j �1' � � 1e-9 l� � 1• 1 �11 V.. 1354 ,�x-S�1C1I1!.°': t ii73oPROPOSED "1�4XM1 .9' � L/. 1327 ---.^...--_•--- 132x• - l / / '� w"4 i / \ ` . "'e K►,I.• 486 :y 153.8 ' ♦� \ 2 134.1 ---------_- s7 -� • �' OA P79 P. CAROL OL �` / / f �. . „ >`3oa ,t /fi' �1i� \• 148, DRAIN H & �G� �E.3` / / • '- • _ (SEE DETAIL- \ / / 1 �j � • 1409 1337 _%.\ ,3 W/LLG !S . 13 ---------- Zz i �� �J 128.1 . Af2f C'yd izF �`t t \ _ 144 5 1�` 8 ��1 " �C.�. I V ; 1 401 t34A., r / ,y 1� `� ;',: \ ' ' !� 5� y1 r\` '�` NOTE: LOTS SHOWN ON THIS PLAN WERE CREATED AUGUST 28 1990 AS k3 Af? r f ? 1 3M'IK6A dI _jj / O r1 / 1 f , = 9 ,,823 S.F. �.� / r g�a� 1 1 so.s Mq t� • RECORDED ON PLAN 11841 NORTHERN DISTRICT ESSEX REGISTRY � ,��'� �• / pR /( '� .' OF DEEDS. # / s 146A 148 8 x HPV A Una 0) \ \ i f ` ' ,►A c :i¢,t \ , %SSI ` IM,l�.S�IGiSox A%4 ' l cF+ 2tW LAM., INDIVIDUAL RESIDENTIAL FIRE PROTECTION SPRINKLER SYSTEMS WILL ss r ,11J PROP P VERs 4 14o x Gp�f3 o J PROP. POROUS72 ` BE PROVIDED IN ACCORDANCE WITH NFPAi 3D AND IN ACCORDANCE \4" o ( P^ j \ \ \ / WiTH THE REQUIREMENTS OF THE NORTH ANDOVER FiRE DEPARTMENT. l /� �� � - /� 1467 �' \^ IF DEWATERING IS REQUIRED DURING CONSTRUCTION THE PUMPED DISCHARGE Al 0, / J i '*�- �► �• / ` '� \ \! ` / WILL BE DIRECTED TO AN 8 FOOT DIAMETER 2 FOOT HIGH HAYBALE RINGED i ( PUM J �I `- 4 , ; � PROP. uMrr �- `� - DISCHARGE POINT LOCATED 40 FEET FROM ANY RESOURCE AREA. THE DISCHARGE i 1 STATe • i I �`6' / 1� I \ \ ; I t OF ol- aEnRCNG SE�IVER \ \ LOCATION SHALL BE MOVED AS REQUIRED TO COMPLETE THE WORK. ` / \ \ \ PROP. 2o•X 16' DECK • 1 ! �J SER1(IC \ OPEN UNDER (tYP.) EROSION CONTROL BARRIERS TO BE REESTABLISHED PRIOR TO COMMENCEMENT / i I �� _ SEWER �`► , /i ' \ \ `� \ \ \ a �� OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL BARE AREAS ARE STABILIZED. 15 I • J SE CE ;>y /� /� \ / CRUSHED STONE DRIVE, REPLICATION AREA AND ASSOCIATED RE-VEGETATED LIMIT uH S \\ 0 I LOT ° \ \ n OF WORK LOCATIONS OBTAINED FROM AS-BUILT SURVEY PLAN COMPLETED ON d• \ \� \ LOW PRESSURE. AUGUST 28, 2002. SMHtlE' 94,661 S:F. \ �,\ \� \\ (SEWER FORGE; MAIN INV -1-31,04 IN ` I A'"•7a,! • .. �\ .INV=130.88-,OUT (88,,J9 S.f. #J ra OF Mgrs .I8 a/i • '`�o&� \' ` ` NUPmv) \ � William R. qct • -- �� SITE FLAN 3p .2 4 r s__ __ \ \ \ / , /N NOTE: SEWER SERVICES FOR LOTS 2-4 TO BE CONNECTED TO SEWER �- ` "� -' �'Qra� - - \ \ \ 41 / f JJ S! NAIL LATERALS INSTALLED TO BY THE TOWN OF NORTH ANDOVER \ MM \ �+`f��/// d EWER CONSTRUCTION. LOT 4 REQUIRES PUMP). \ `� i S � S �` ` I \ DURING WINTER STREETS ( } j I �1\ INV=12.3,1 IN 1 o VERIFY SEWER LATERALS LOCATIONS PRIOR TO CONSTRUCTION. / f l ' -, % _ JNV=.132.21 .OUT - � �/ �' IVASS. 0 �,i s � \ "' SEWER INFORMATION FROM PLAN BY GUERTIN & ASSOCIATES, INC. p� /V� �? r .. ._- S \ � Z��..' SCALE.• 1" = 40' U4 17, 1999 o NOTE. WINTER STREET STA. 0+00 TO STA. 5+74 TOWN OF NORTH ANDOVER E/Q r S , , N WING: FACILITY CONTRACT 3C. DATED: JULY 1999. �'iS'/y 3�g to-laHUES ENc/NEER/NG, INC. ► 603 S4L£�/ STREET PERIMETER INFORMATION COMPILED FROM THE FOLLOWING: PHASE III SEWERAGE FACIL X41, " \ 5 _ :-- , LL4AtO W 1N1*f c� WAKEFIELD, MASS. 01880 1„ RECORD DRAWING. Ur►/COrVsj,PUC �'eLF /,p I S SMH _ TEL. (617) 246-2800 1.) PLAN BY LINENTHAL EISENBERG ANDERSON, INC.; DATED APRIL 15, 1990 �` SUR/ �JJ `''--`1 INV-133.22 IN N 2. PLAN BY ANDOVER CONSULTANTS; DATED MARCH 28, 1985 �� �� S/ INVf 133.03 OUT; �LINE SHOWING PROPOSED H 3. PLAN BY BRASSEUR ASSOC., DATED JANUARY 1963 4. PLAN BY CLINTON F. GOODWIN, DATED AUGUST 1952 -VA a 0 z z