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20190130 Application/Plans - Application - 0 GREAT POND ROAD 1/9/2019
Applicant: Project File: NOA-0040B LRC Builders, LLC 475 Boston Street Billerica, MA 01821 Watershed Sp Permit Application Lot 3 Great Pond Road North Andover, Massachusetts January 2019 603 Salem Street Wakefield, MA 01880 Tel: (781) 246-2800 Nantucket, MA 02554 Hayes Engineering, Inc, Fax: (781) 246-7596 Tel: (508)228-7909 CONTENTS WATERSHED SPECIAL PERMIT APPLICATION LOT 3 GREAT POND ROAD NORTH ANDOVER, MASSACHUSETTS January 9, 2019 LIST OF PLANS AND DOCUMENTS Identifying Number/Letter Title/Date Town of North Andover Planning Board Application for Watershed DOCUMENT A Special Permit For Lot 3 Great Pond Road, North Andover by Hayes Engineering, Inc. with copy of fee and Certified List Of Abutters (January 10, 2019.) Deed transferring ownership from Five Star Inter Vivos Trust, Charles A. and Susan Papalia Trustees (dated May 2003) to Five Star DOCUMENT B Investment Trust, Charles A. and Susan Papalia Trustees dated February 2012 (1 page). Document titled "Declaration of Covenants, Conditions and Restrictions and Grant of Easement" (6 pages). Project Narrative, Activities in the Watershed Protection District, Lot 3 Great Pond Road, North Andover, MA by Hayes Engineering, Inc. dated DOCUMENT C January 9, 2019; including Notice of Decision Watershed Special Permit document issued by the North Andover Planning Board to Phillips Common LLC for Lot 3 Great Pond Road (dated May 7, 2004, 6 pages), associated Site Plan referenced below and roof infiltration chamber sizing calculations. DOCUMENT D Memo to Planning Board from North Andover Fire Department dated 05/21/99 (1 page). DOCUMENT E Erosion and Sedimentation Control. Lot 3 Great Pond Road, North Andover, MA by Hayes Engineering, Inc.; January 9, 2019. Plan to Accompany Request for Determination of Aplicability in North Andover, Mass, Showing Proposed House, Lot 3 Great Pond Road, PLANS North Andover, MA; Hayes Engineering, Inc.; Scale: V=20'; Date: January 16, 2019 (1 Sheet). Site Plan in North Andover, Mass. Showing Proposed Homes; Hayes Engineering, Inc.; Date: May 17, 1999, revised January, 5 2004; Original scale: 1"=20', attached herein as reduced scale plan 11" x 17" (1 sheet). PLANNING DEPARTMENT Community& Economic Development Division Special Permit — Watershed Permit Application Please type or print clearly. 1. Petitioner: LRC Builders, LLC c/o Robert Innis. 2. Petitioner's Address: #475 Boston Street Billerica MA 01821. 3.Telephone number&email: Phone: (978)663-6006, Email: robe rtinnis(a)-yahoo.com 4. Owners of the Land: Five Star Investment Trust, Charles A. and Susan S. Papalia,TTEE Address:#61 Coachman's Lane North Andover MA 01845 Number of years of ownership: 6+years(Current deed dated February 2012,previously owned by the Papalias through their entity Five Star Inter Vivos Trust) 5.Year lot was created: 1990. 6. Is the lot currently on septic or sewer? No,the lot is vacant. If on sewer, please provide date the sewer connection was completed: NIA 7. Description of Proposed Project: See attached project narrative pursuant to activities associated with construction of a single family house to be located within the Non-Disturbance and Non-Discharge Zones of the Water Protection District. 8. Description of Premises: See attached deed. 9.Address of Property Being Affected: Lot 3 Great Pond Road(a.k.a.#0 Great Pond Road) Zoning District: R-1 Assessors Map: 103 Lot#: 131 Registry of Deeds:Book#: 12936 Page#: 82 10.Existing Lot: Lot Area(Sq.Ft): 94,661 s.f. Building Height: NIA Street Frontage: 175.01 Side Setbacks:45± Front Setback: 600± Rear Setback: 60± FloorArea Ratio: NIA Lot Coverage: NIA 11.Proposed Lot(if applicable): Lot Area(Sq.Ft): Building Height: Street Frontage: Side Setbacks: Page 1 of 2 120 Main Street,Planning Dept.,North Andover,Massachusetts 01845 Phone 978.688.9535 Fax 978.688.9542 Web www,northandoverma.gov Front Setback: Rear Setback: FloorAreaRatio: Lot Coverage: 12. Required Lot(as required by Zoning Bylaw): Lot Area(Sq.Ft): Minimum 87,120 s.f. Building Height: 35 ft Street Frontage: Min.175 ft. Side Setbacks: Min.30 ft. Front Setback: Min.30 ft. Rear Setback: Min.30 ft. FloorAreaRatio: Lot Coverage: N/A 13. Existing Building(if applicable): NIA Ground Floor(Sq.Ft.): #of Floors: Total Sq.Ft.: Height: Use: Type of Construction: 14. Proposed Building: Ground Floor(Sq.Ft):', #of Floors: 3 Total Sq.Ft.; 13 49 3 t Height: L es.S fA a-h 35��_ Use: Single Family House Type of Construction: Residence R-1 Has there been a previous application for a Special Permit from the Planning Board on these premises?Yes If so,when and forwhat type of construction? Watershed Special Permits issued pursuant to this Lot on September 9 1999 and May 7, 2004(see attached 2004 permit). 15. Section of Zoning Bylaw that Special Permit Is Being Requested Non-Discharge Buffer Zone 4.136(3.)(b.ii)(1)(subsurface stormwater discharge),Non- Disturbance Buffer Zone 4136(31(c ii)(l-3&5)(change in topography,permanent structure construction, vegetation removal stormwater discharge). 16. Petitioner and Landownersignature(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: T Printortype name here: Robert Innis LRC Builders LLC Owner's Signature: 5' Print or type name here: Charles A Papalia and Susan s Papalia Trustees Five Star Investment Trust 17. Please list title of plans and documents you will be attaching to this application. See attached list. "Plan to Accompany Notice of Intent in North Andover Mass. Lot#3 Great Pond Road"by Haves Engineering Inc Scale: 1"=20' Date:January 14 2019 Proiect Narrative Proposed Activities in the WPD Lot 3 Great Pond Road, North Andover,MA 1/9/19 Special Permit—Watershed Protection District Lot 3 Great Pond Road,Date: May 7,2004. Certified List of Abutters dated Uri it,2019 Property Owner Deed—Five Star Investment Trust jFebrua�2012 120 Main Street,Planning Dept.,North Andover,Massachusetts 01845 Phone 978.688.9535 Fax 978.688.9542 Web www.northandoverma.gov PLANNING DEPARTMENT Building Conservation Health Planning Stevens Estate Zoning Certification of Payment of Municipal Taxes, Fees, Assessments, Betterments and Other Municipal Charges The Town of North Andover General Bylaw Chapter 129-1, provides that any application for a permit or license may be denied, suspended or revoked if the holder thereof has failed or refused to pay any taxes, fees, assessments, betterments or other municipal charges. By signing this application, the applicant represents that he or she has paid all such taxes and fees. S v"50.n S. PQ_Oal OL. , certify under the penalties of perjury that to the best of my knowledge hnd belief, I have not neglected or refused to pay any municipal taxes, fees, assessments, betterments or any other municipal charge including amounts assessed under the provisions of section twenty-one D, or am not applying for a license or permit with respect to any activity, event or other matter which is the subject of such license or permit and which activity, event or matter is carried out or exercised or is to be carried out or exercised on or about real estate whose owner has neglected or refused to pay any local taxes, fees, assessments, betterments or any other municipal charge. Li Signed under oath: L 4—" L a d�2C'd t Name r, p .- y t..�6 I !, �',-a 5 C..�✓�L-f '`u&.: a='d � .CBS..,,,;a'„l �,, P,.. �f.'"`�..-+.=.<..C_. D f Address �a Does the Property Owner own any additional property in North Andover (Yes or No)? (Y/N). If yes, please list the propert addess of any additional property. Property Address: ' N r t North Andover Tax Collector Signature Name Date Abutter to Abutter( ) Building Dept. ( ) Conservation (X ) Zoning ( ) Town of North Andover Abutters Listing REQUIREMENT: MGL 40A,Section 11 states in part"Parties in Interest as used in this chapter shall mean the petitioner, abutters,owners of land directly opposite on 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 Address 103 131 Five Star Investment Trust 61 Coachmans Lane,North Andover,MA 01845 Abutters Properties Map Parcel Name Address 103 19 Jose Baez 865 Great Pond Road,North Andover,MA 01845 103 20 David Ibbitson,III 777 Great Pond Road,North Andover,MA 01845 103 21 Francis Murphy 808 Great Pond Road,North Andover,MA 01845 103 36 David Tracy 858 Great Pond Road,North Andover,MA 01845 103 99 David Williams 140 Winter Street,North Andover,MA 01845 103 110 SFRT 1997 Realty Trust No.1 808 Great Pond Road,North Andover,MA 01845 103 112 Ronald McCluskey 870 Great Pond Road,North Andover,MA 01845 103 113 Michael Batal 834 Great Pond Road,North Andover,MA 01845 103 116 Yizu Zhu 3807 Bowei Bend Lane,Katy TX 77494 103 117 Oleksandr Stupnyskyi 855 Great Pond Road,North Andover,MA 01845 103 119 Mary Messina 115 Winter Street,North Andover,MA 01845 103 120 Todd Brown 95 Winter Street,North Andover,MA 01845 103 127 Chatterjee Sudarshan 55 South Bradford Street,North Andover,MA 01845 CC?l av vs i�fc Sr -Sr pence as o Bk 12936 RsS2 -13141 05--10--2012 a 43 2 0UP e� a CR 'Weeb e We,Charles A. Papalia and Susan S.Papalia,Trustees of the Five Star Inter Vim Trust,and ,- recorded with the Essex North Registry of Deeds in Book 7848,Page 165,of 61 Coachman's Lane,North 4 Andover, Essex County,Massachusetts 01845("Grantors"), in consideration of less than One Hundred and 001100 Dollars($100.00), pursuant to the powers granted under Article 1 X(2)of said Trust,grant to Charles A. Papalia and Susan S. Papalia,Trustees,of the Five Star inveshnent Trus4 under declaration of Trust �~ dated February 14, 2012,and recorded herewith,of 61 Coachman's Lane, North Andover, Essex County, Massachusetts 01855(`Grantee"),with guittfatm tabenantc the following: The land with the buildings thereon in North Andover, Essex County, Massachusetts shown as Lot 3 on a plan entitled"Plan of Land in No.Andover, Mass., Scale: 1"=50',July 10, 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 dated November 1,2002, recorded on November 29,2002,as Instrument No.61643. This deed has been prepared based on information provided by the Grantors and without the benefit of a title search and there is no guarantee except that it has been accurately prepared from the information provided. No title search was requested or performed. Being the same premises conveyed to us by deed dated May 2,2003 and recorded at the Essex North District Registry of Deeds at Book 7848, Page 172. Return to. MWbeth McInnis,Esq. 807 Turnpike Street N.Andover,MA 01845 Bk 12936 Pg83 #13141 itrrega our hands and seal this 14�'day of February, 2012 Charles A. Papalia,T st Susan S. Papalia,Trustee Commonwealth of Massachusetts Essex, ss On this 14"day of February,2012, before me,the undersigned Notary Public, personally appeared the above-named Charles A. Papalia and Susan S. Papalia,Trustees of the Five Star Inter V/vos Trust, u/d/t ay 2,2003, proved to me by satisfactory evidence of identification, being(check whichever applies): ( driver's license or other state or federal governmental document bearing a photographic image,[ oath or affirmation of a credible witness known to me who knows the above signatories,or[ ]my own personal knowledge of the identity of the signatories,to be the persons whose names ar ign d above, and acknowledged the foregoing to be signed by them,as their free act and deed,volun d or its stated purpose. Ma e*cInnIs, tary Public Myes: 12/15/2017 MdNNIs Ndary Public CowKmWFALTH OFmy C4mr"an MAlZS IUlET1t EOM Oscar"15,2017 0a 5 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: 1"=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. A. Covenants Conditions and Restrictions The Owners of Lots 1, 2, 3 and 4 and others entitled thereto shall have the perpetual easement C 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 1 hereby reserves to herself, her heirs and assigns and successors-in-title 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: NoIj 29,02 pMJ2.5 Beginning at the Southwesterly corner of the Lot 1 Easement Area, thence running North 62' 25' 15"East 132.90 feet,thence turning and running North 68123' 05"East 86.85 feet, thence turning and running North 72' 15' 11"East 75.57 feet, thence turning and running Q 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 74'48' 39"East 108.05 feet,thence turning and running o, North 62125' 15"East 61.65 feet, thence turning and running Ct South 37' 24' 56"East 20 feet to the point of beginning. Bk 7313 Pg 57 #616 The Lot 1 Easement Area is designated on the Site Plan as "Exclusive Land Use And Landscape Area for Lot 1"; although said designation is printed on that portion of the 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 the Lot 1 Easement Area for landscape purposes, including but not limited to gardening,the cultivation of flowers,shrubs,trees, lawns and other plants.The Owner of Lot 1 shall have the 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 shah 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 the 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 any of them) shall desire 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 Bk 7313 Pg 58 #616 The Owner of Lot 4 shall have the perpetual easement and right 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,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. Dries Easement. 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 Bk 7313 Pg 59 #616 BK 7313 PG 59 (d) Severability. 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 H. 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. 4 oct-at-u omaw Fro- t-85,8k 7313 Pg 60 #616 tbCIsr U m of trust dated August 9,19n Stnghm J.Scully as Tr sstee of 5fJ Trust tinder �s in Book 1315 at Page?44[the"`Trusel �xded in the Essex North District Itepsay of ardfies that he is the sole txoriee of the 7���base such sflle tntswe since the hereby or um"fjc4 and in i,�ceptiozY of tbxs ir�st:that rho uust has not been terminated.amend full force and cPfoct in ate°with its tecrn►s:and rite[bo has been sauh��C°°p° and directed by all of ttw be wficianes of the TMU to execute.enseal,•ack"wledge instructed ,�.�-- and deliver shin deed» -- y���S gtl']MOF,vm have bmuMo set our hinds scads this -day of 2002. tephen J. ally,as as aforesaid ADianeL.Sc- y and not individually COMMONWEALTH OF MASSACHUS TTS f��,=—•20Q2 Fsses.,ss. ,fin peM„ ny"and the above named St*M I Scully,as Trustee and not individually,and wjcnowledged the foregoing buftuamt to be his fire act and deed,before ma Notay Public myComr6ss;onFacpi �� From- T-O"Bk 7 313 Pg 61 #616 Oct-31-02 03:33pni -� e*N COMMOVWSAXTH OF M kSSACHUsEm B 7313 PG 61 Uss=`ss' and acxnowu du tl�e abays m M X"$ciu]ly Thon"r 1�Y free actanddeed,br=fofo�+e fore8,oin8 inst�'rm . N, �W 1 My Comanission ExpriC9s�--- b J;WLtia�o�S�Ut].Y1DRCfr��d�"��''� PROJECT NARRATIVE PROPOSED ACTIVITIES IN THE WATERSHED PROTECTION DISTRICT LOT 3 GREAT POND ROAD NORTH ANDOVER, MASSACHUSETTS January 9, 2019 PROJECT SUMMARY The subject property, consisting of approximately 94,661± square feet (2.17 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 within the Conservation Commission's jurisdiction was completed in compliance with the Subdivision Order of Conditions and under subsequent Conservation Commission direction with the exception of construction within the individual lot known as Lot 3. Development of that lot was commenced a number of years ago with the gravel driveway and general site clearing partially accomplished. Lot construction was abandoned and the previously cleared and graded areas are now overgrown. The site is also located within the Town of North Andover Watershed District and further contains identified wetland resource areas. As such, any work conducted with 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 3 Great Pond Road in May 7, 2004 to the original owner, S.J.J. Trust. That permit has since expired without the house and driveway being constructed. LRC Builders, LLC is seeking to reapply for the Watershed Special Permit on behalf of the current owner, Charles and Susan Papalia of the Five Star Investment Trust 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 wetlands resource areas and the non-discharge zone is a 325-foot buffer zone from Lake Cochickewick. The proposed driveway and utilities designed to service the home will require work within the non-discharge zone. Lots 3 and 4 will share a common driveway, 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 characteristic and long-term protection of resource area 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 h the following features; use of erosion controls along existing wetland resource boundaries recharging the roof runoff back into the ground and constructing the driveway out of pervious materials (primarily crushed stone, with the exception of porous concrete pavers at the home). 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). 1 Project Narrative, Proposed Activities in the Watershed Protection District, North Andover, MA Jsnuary 9, 2019 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 recommendations. The common driveway width of 12 feet 1s minimized to the extent acceptable to the Fire Department. 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 3 can be granted the Special Permit requested without any significant adverse impacts to the Town of North Andover. 2 BK 8978 PG 114 Town of North Andover NORTH of tt•e,.'Llo Office of the Planning Department Community Development and Services Division 27 Charles Street " °+ =3'-• +�' North Andover,Massachusetts 01845 '�s�c •` Julie Parrino Telephone(978)688-9535 Town Planner Fax(978)688-9342 ATTEST_ A True Copy Notice Of Decision '0.. Any appeal shall be filed Town Clerk Within(20)days after the Date of filing this Notice iwa, In the Office of the Town Clerk This is to car*mat twenty(20)days have elapsed Rolm date of dedsion,filed :- withautfiding of sppea• . - _::,F, Date LA�s c E � Date: May 7 �oyoe a haw Y 2004 Twm Dark Date of Hearing: April 6,2004, April 20,2004,Decision: May 4, 2004 Petition of: Phillips Common LLC 200 Park Street, Shute 2 North Reading MA 01865 Premises Affected: Lot 3 Great Pond Road o w Referring to the above petition for a Watershed Special Permit, The application was --' determined to be complete and was noticed and reviewed in accordance with the procedures for review and approval in accordance with the Rules and Regulations Governing the Subdivision of Land and M.G.L.Chapter 40-A, sec 11 So as to allow: The construction of single-family house,grading and associated appurtenances located within the Non-Disturbance and Non-Discharge Zones of the Watershed Protection District. After a public hearing given on the above date,the Planning rd vot APPROVE, the Watershed Special Permit,based upon the following c di on Sign erto glee,Chairman Cc: Applicant eorge White,Vice Chairman Engineer Felipe Schwarz,Clerk Abutters Rick Nardella DPW John Simons Building Department Conservation Department Health Department LAW OFFICES OF JAMES M.DIGiULIO,PC. ZBA LAKESIDE OFFICE PARK 599 NORTH AVENUE SUITE S1EVEN seC i��b BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 68W44F #4i TH 68 - P).ATdh'fNG 688-9535 Lot 3 Great Pond Road Special Permit-Watershed Protection District The Planning Board snakes the following findings regarding the application of Phillips Common LLC,200 Park Street,Suite 2,North Reading,MA 01865 filed on March 3,2004. The area affected is located at Lot 3, Great Pond Road in the R-1 Zoning District, Map 103, Lot 131. The lot was created in 1990 and is subject to the Watershed Protection District provisions for lots created on or prior to October 24, 1994. The applicant is requesting a Watershed Special Permit for the construction of a single family home,grading and associated appurtenances located within the Non-Disturbance and Non-Discharge Zones of the Watershed Protection District.Public hearings were held on April 6 and April 20,2004. A Watershed Special Permit was previously issued by the Planning Board on September 9, 1999 for construction of a single family house, however the permit expired in 2001 and the applicant has not completed substantial work on the site,therefore a re-filing was necessary. Lot 2 is serviced by a separate gravel driveway, which is required to be separated by a 3' grassed strip from the common driveway which services lots 3 and 4. Lots 3 and 4 are serviced by a common gravel driveway permitted under a common driveway Special Permit issued by the Planning Board on September 9, 1999. FMI NGS 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 in conjunction with other uses nearby, there will not be any significant degradation of the quality or quantity of water in or entering Lake Cochichew"k. The Planning Board bases its findings on the following facts; a) The proposed structures will be connected to the Town sewer system; b) A covenant will be placed in the deed restricting and 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) This decision supercedes the decision issued on September 9, 1999 for construction of a single family home on Lot 3 in the Watershed Protection District. 2. There is no reasonable alternative location outside the Non-Discharge Buffer Zone, for any discharge, structure or activity,associated with the proposed project. K 8978PG 116 3. In accordance with Section 10.31 ofthe North Andover Zoning Bylaw,the Planning Board makes the following findings: a) 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; b) The use will not adversely affect the neighborhood as the use is accessory to an existing single family; 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 proposed use; e) The Planning Board also makes a specific finding that the use is in harmony with the general purpose and intent ofthe North Andover Zoning Bylaw. 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 ofthis decision: a) Town ofNorth Andover Planning Board Application for Watershed Special Permit for Great Pond Road- Lot 3, filed by Philips Common LLC (application package includes application, abutter list, deed, declaration of covenants, conditions and restrictions and grant of easements,project narrative, previous Watershed Decision, memo from Fire Department dated 5/21/99,Positive Determination of Applicability, and Erosion and Sedimentation Control narrative dated December 11,2003; b) Plans entitled: Site Plan in North Andover, Mass, Showing Proposed Homes, prepared by Hayes Engineering, Inc., 603 Salem Street, Wakefield, MA 01880, dated May 17, 1999; Detail Sheet in North Andover, Mass,prepared by Hayes Engineering, Inc., 603 Salem Street,Wakefield,MA 01880,dated May 17, 1999(Sheet 1 of 2); Detail Sheet in North Andover, Mass,prepared by Hayes Engineering,Inc., 603 Salem Street,Wakefield,MA 01880,dated May 17, 1999(Sheet 2 of 2); c) Drainage Calculation: • Prepared by Hayes Engineering, Inc., dated August 24, 1999, prepared by William Bergeron,P.E.; 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 PV OV8 PG 117 modification by the Planning Board 2) PRIOR TO ANY WORK ON SITE: a) A performance guarantee of one thousand dollars ($2,000) 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 decision must be filed with the North Essex Registry of Deeds. One certified copy of the recorded decision must be submitted to the Planning Department. c) Erosion controls must be extended along the westerly limit of work to a point southerly of the proposed house location as shown on the referenced plan and must be reviewed and approved by the Town Planner. Any existing erosion controls on Lot 3 must be fully replaced on the site. d) The clearing path associated with the installation of the sewer line must be flagged in the field and reviewed and approved by the Town Planner. e) 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. f) The applicant shall schedule a meeting with the Town Planner and Director of Engineering to address the site distance problem at the driveway entrance off Great Pond Road. g) Wetland resource area boundary flags must be re-established per locations shown on the record plan and reviewed by the Town Planner. 3) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT: a) No pesticides, fertilizers or chemicals shall be used in lawn care or maintenance within 325' of Lake Cochichewick or within 325' of wetland resource areas. 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. b) The Planning Board must endorse the final site plan mylars and three(3)copies of the signed plans must be delivered to the Planning Department. c) Easements pertaining to the rights of access for and agreements pertaining to the maintenance of the driveway shall be presented to the Town Planner for review. Provisions for maintenance of the driveway lights shall be specified in the driveway easement. When the Town Planner deems the easements adequate, a K 891 copy must be recorded with the Registry of Deeds and a certified copy of the recorded documents must be filed with the Planning Office. 4) PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY: a) Foundation Plan: Immediately upon completion of the house foundation and prior to further construction activities associated with the site,the applicant shall complete a plan prepared by a Registered Professional Land Surveyor (ILP.L.S.) which accurately depicts the foundation location and its proximity to wetland resource areas and watershed buffer zones as shown on the approved Watershed Site 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. b) The hammerhead turn-around associated with the common driveway that services Lots 3 and 4 must be re-configured to allow for proper access for the Fire Department emergency vehicles. A letter from the Fire Department must be submitted stating the turnaround has been inspected and is satisfactory for emergency vehicle access. c) Site distance improvements at Great Pond Road, as recommended by the Department of Public Works, must be implemented and inspected by the Town Planner and Director of Engineering. d) A stone bollard shall be placed at the entry to the common drive off of Great Pond Road. This stone bollard shall have the street numbers of all houses engraved on all four sides of the stone. The dimensions of the stone shall be as follows: 8"x 8" x 72". The stone shall have 48"exposed and 24"buried, and all numbering on the stone shall be 4" in height. This condition is placed upon the applicant for purposes of public safety. e) Driveway lights,as shown on the record plan, shall be installed and functioning. 5) PRIOR TO THE RELEASE OF THE PERFORMANCE BOND: a) The applicant shall submit an as-built plan stamped by a Registered Professional Engineer or Land Surveyor in Massachusetts that shows all construction, limits of disturbance, existing topography, storm water mitigation structures and other pertinent site features. This as-built plan shall be submitted to the Town Planner and the Department of Public Works for approval. The applicant must submit'a written stamped and signed, certification letter from the design engineer that the site was constructed as shown on the approved plan. Any and all changes from the original plans must be clearly identified in the letter. b) The Planning Board must by a majority vote make a finding that the site is in conformance with the approved plan. 6) In no instance shall the applicant's proposed construction be allowed to further impact the site than as proposed on the plan referenced in Condition# 1. 7) No open burning shall be done except as is permitted 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 conditional approval shall apply to and be binding upon the applicant,it's employees and all successors and assigns in interest or control. 10)This Special Permit approval shall be deemed to.have lapsed May 4,2006(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 cc: Applicant File ........ .. _.....��..__._..._..._..._......_.._....__._._............_------...___.____ ..__..___....._..._ ..___-._.-___--_.___...._-.____.__...._.._..___.........._...__........r.... NCJA-0040B ROOF Type ///24-hr 100 Year Rainfall=6.50" Prepared by Microsoft Revised 1-20-10 Printed 1/18/2019 HydroCADO 10.00-21 s/n 03206 ©2018 HydroCAD Software Solutions LLC Summary for Pond 1 P: 2 CHAMBERS Inflow Area = 1,694 sf,100.00% Impervious, Inflow Depth = 6.26" for 100 Year event Inflow = 0.25 cfs @ 12.08 hrs, Volume= 884 cf Outflow = 0.02 cfs @ 11.22 hrs, Volume= 884 cf, Atten= 92%, Lag= 0.0 min Discarded = 0.02 cfs @ 11.22 hrs, Volume= 884 cf Routing by Stor-Ind method, Time Span= 0.00-40.00 hrs, dt= 0.01 hrs Peak Elev= 145.65' @ 13.02 hrs Surf.Area= 364 sf Storage= 314 cf Plug-Flow detention time= 108.3 min calculated for 884 cf(100% of inflow) Center-of-Mass det. time= 108.3 min ( 852.2 - 744.0) Volume Invert Avail.Storage Storage Description #1A 144.17' 269 cf 14.83'W x 24.561 x 2.33'H Field A 850 cf Overall - 177 cf Embedded = 673 cf x 40.0%Voids #2A 144.67' 177 cf ADS_StormTech SC-310 +Cap x 12 Inside#1 Effective Size= 28.9"W x 16.0"H => 2.07 sf x 7.12'L = 14.7 cf Overall Size= 34.0"W x 16.0"H x 7.561 with 0.44' Overlap 4 Rows of 3 Chambers 446 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 144.17' 2.410 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.02 cfs @ 11.22 hrs HW=144.19' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.02 cfs) NUA-0040B ROOF Type 11124-hr 100 Year Rainfall=6.50" Prepared by Microsoft Revised 1-20-10 Printed 1/18/2019 HydroCADO 10.00-21 s/n 03206 ©2018 HydroCAD Software Solutions LLC Summary for Pond 1 P: 2 CHAMBERS Inflow Area = 1,694 sf,100.00% Impervious, Inflow Depth = 6.26" for 100 Year event Inflow = 0.25 cfs @ 12.08 hrs, Volume= 884 cf Outflow = 0.02 cfs @ 11.22 hrs, Volume= 884 cf, Atten= 92%, Lag= 0.0 min Discarded = 0.02 cfs @ 11.22 hrs, Volume= 884 cf Routing by Stor-Ind method, Time Span= 0.00-40.00 hrs, dt= 0.01 hrs Peak Elev= 145.65' @ 13.02 hrs Surf.Area= 364 sf Storage= 314 cf Plug-Flow detention time= 108.3 min calculated for 884 cf(100% of inflow) Center-of-Mass det. time= 108.3 min ( 852.2 - 744.0 ) Volume Invert Avail.Storage Storage Description #1A 144.17' 269 cf 14.83'W x 24.56%x 2.33'H Field A 850 cf Overall - 177 cf Embedded = 673 cf x 40.0%Voids #2A 144.67' 177 cf ADS_StormTech SC-310 +Cap x 12 Inside#1 Effective Size= 28.9"W x 16.0"H => 2.07 sf x 7.121 = 14.7 cf Overall Size= 34.0"W x 16.0"H x 7.561 with 0.44' Overlap 4 Rows of 3 Chambers 446 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Discarded 144.17' 2.410 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.02 cfs @ 11.22 hrs HW=144.19' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.02 cfs) NOA-0040B ROOF Type 111 24-hr 100 Year Rainfall=6.50" Prepared by Microsoft Revised 1-20-10 Printed 1/18/2019 HydroCAD® 10.00-21 s/n 03206 ©2018 HydroCAD Software Solutions LLC Pond 1 P: 2 CHAMBERS - Chamber Wizard Field A Chamber Model =ADS_StormTech SC-310 +Cap(ADS StormTech®SC-310 with cap length) Effective Size= 28.9"W x 16.0"H => 2.07 sf x 7.121 = 14.7 cf Overall Size= 34.0"W x 16.0"H x 7.561 with 0.44' Overlap 34.0" Wide + 6.0" Spacing = 40.0" C-C Row Spacing , 3 Chambers/Row x 7.12' Long +0.60' Cap Length x 2 = 22.56' Row Length +12.0" End Stone x 2 = 24.56' Base Length 4 Rows x 34.0"Wide + 6.0" Spacing x 3 + 12.0" Side Stone x 2 = 14.83' Base Width 6.0" Base + 16.0" Chamber Height + 6.0" Cover= 2.33' Field Height 12 Chambers x 14.7 cf= 176.9 cf Chamber Storage 850.0 cf Field - 176.9 cf Chambers = 673.1 cf Stone x 40.0%Voids = 269.3 cf Stone Storage Chamber Storage + Stone Storage =446.2 cf= 0.010 of Overall Storage Efficiency = 52.5% Overall System Size = 24.56'x 14.83' x 2.33' 12 Chambers 31.5 cy Field 24.9 cy Stone NOA-0040B ROOF Type 111 24-hr 100 Year Rainfall=6.50" Prepared by Microsoft Revised 1-20-10 Printed 1/18/2019 HydroCADO 10.00-21 s/n 03206 ©2018 HydroCAD Software Solutions LLC Pond 1 P: 2 CHAMBERS Hydrograph � I ' - -'6-- - ----'�- I- 4-----4--- A- --�' -----"I-- - ----4 --- Inflow 0.27 ' ' 0.2scs --- ®Discarded 0.26 ' ' � ��YY �I � �� �►7 __-1 LJI1J____ 0.25 ,'i' --'�-- --I--- -------- -'--�- -----I- - ------- ---- 0.24 -- i 0.23 ' ' - - - ___-----L--Pe E e-v=�= 0.22 __ -- --- --- ---I---- - 0.21 -- --- 0.2 f+ -t-- ---r---y -------+- -y--- r--- -- --t- -� Y 0.19 ,',' I I I ___1 ___� 0.17 ' L___J________1___J____L___L____f____L____I____I____1___ 0.16 ,' ' 1 i ' ---4-- ---F'----4----I-------- 4-----I----I-----�---- ` 0.14 ,',' '--�-- ---L---J-------- ------------�--------I----I--------�---- O 0.13 ' ' LL 0.12 ' -- ----' --------' ---'----L---'4----1----1'----1----I-----I'---- 0.11 ','/ --- - --I--- -------'I----,-- ----- ----I--- ---I-- --I - --- 0.09 0.07 i 0.06 ' ' , , ___1 __I _L___J____i____1___J____L___1____I_ 0.05 0.04 0.03 0.02 cft 0.02 0.01 0- 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Time (hours) NOA-0040B ROOF Type 11124-hr 100 Year Rainfall=6.50" Prepared by Microsoft Revised 1-20-10 Printed 1/18/2019 HydroCADO 10.00-21 s/n 03206 ©2018 HydroCAD Software Solutions LLC Pond 1 P: 2 CHAMBERS Stage-Area-Storage Surface/Horizontal/Wetted Area(sq-ft) '.. 0 50 100 150 200 250 300 350 p Surface I I i l ®Storage I I I I I I I I I i t I I I I I I I I I I I I i t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I i I I I I I i I I I I I I I I i I I I I I 1 1 i I I 146 I I I i I I I II II i t I I I i I i I I I I I I I I I I I I I I I I I I I I i I I I I I I I i I i I I I I I I I 1 I I I i i i I I I I I I I I i I I I i i i I I I I I I I i I - ... c I I I I I I I I I I I I I I I I 1 __}____}___- , y W I i i I I I I I I I I I I I 145 I I I I I I I I I I i I I I i I I i i i I I I I i I I I 1 I I I i i I I I I I I I I I I i I I I I I I I I I I I I I I 0 50 100 150 200 250 300 350 400 Storage(cubic-feet) NOA-0040B ROOF Type/1/24-hr 100 Year Rainfall=6.50" Prepared by Microsoft Revised 1-20-10 Printed 1/18/2019 HydroCADO 10.00-21 s/n 03206 0 2018 HydroCAD Software Solutions LLC Events for Pond 1 P: 2 CHAMBERS Event Inflow Discarded Elevation Storage (cfs) (cfs) (feet) (cubic-feet) 1 Year 0.10 0.02 144.69 77 2 Year 0.12 0.02 144.79 104 5 Year 0.15 0.02 144.96 150 10 Year 0.17 0.02 145.12 190 25 Year 0.21 0.02 145.32 240 50 Year 0.22 0.02 145.46 273 100 Year 0.25 0.02 145.65 314 StormTech® Save Valuable Land and Detention•Retention•water Quality Protect Water Resources A division of s P s wa w t u,r, f r a b ...=� 4, _ate Isolator Row 0&M Manual StormTech® Chamber System for Stormwater Management 1 .0 The lsolatorO Row 1.1 INTRODUCTION The Isolator Row is typically designed to capture the An important component of any Stormwater Pollution "first flush"and offers the versatility to be sized on a vol- Prevention Plan is inspection and maintenance.The ume basis or flow rate basis. An upstream manhole not StormTech Isolator Row is a patented technique to only provides access to the Isolator Row but typically inexpensively enhance Total Suspended Solids(TSS) includes a high flow weir such that storm water flowrates removal and provide easy access for inspection and or volumes that exceed the capacity of the Isolator Row maintenance. overtop the over flow weir and discharge through a manifold to the other chambers. The Isolator Row may also be part of a treatment train. By treating storm water prior to entry into the chamber system,the service life can be extended and pollutants I such as hydrocarbons can be captured. Pre-treatment tiff best management practices can be as simple as deep I sump catch basins,oil-water separators or can be inno- vative storm water treatment devices.The design of the treatment train and selection of pretreatment devices by the design engineer is often driven by regulatory requirements.Whether pretreatment is used or not,the Isolator Row is recommended by StormTech as an effective means to minimize maintenance requirements and maintenance costs. Note:See the StormTech Design Manual for detailed Looking down the Isolator Row from the manhole opening,woven information on designing inlets for a StormTech system, geotextile is shown between the chamber and stone base. including the Isolator Row. 1.2 THE ISOLATOR ROW StormTech Isolator Row with Overflow Spillway The Isolator Row is a row of StormTech chambers,either (not to scale) SC-310,SC-310-3,SC-740, DC-780,MC-3500 or MC- OPTIONAL 4500 models,that Is Surrounded with filter fabric and con- PRE-TREATMENT nected to a closely located manhole for easy access.The fabric-wrapped chambers provide for settling and filtra- STORMTECH tion of sediment as storm water rises in the Isolator Row ISOLATOR ROW and ultimately passes through the filter fabric.The open bottom chambers and perforated sidewalls(SC-310,SC- 310-3 and SC-740 models)allow storm water to flow both ' vertically and horizontally out of the chambers. MANHOLE Sediments are captured in the Isolator Row protecting WITH p p g OVERFLOW the storage areas of the adjacent stone and chambers WEIR from sediment accumulation. Two different fabrics are used for the Isolator Row.A woven geotextile fabric is placed between the stone ECCENTRIC and the Isolator Row chambers.The tough geotextile HEADER provides a media for storm water filtration and provides a durable surface for maintenance operations. It is also designed to prevent scour of the underlying stone and remain intact during high pressure jetting.A non-woven fabric is placed over the chambers to provide a filter media for flows passing through the perforations in the sidewall of the chamber.The non-woven fabric is not required over the DC-780, MC-3500 or MC-4500 models OPTIONAL re q ACCESS STORMTECH CHAMBERS as these chambers do not have perforated side walls. 2 Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information. 2.0 Isolator Row Inspection/Maintenance StormTech° 2.1 INSPECTION The frequency of Inspection and Maintenance varies by location.A routine inspection schedule needs to be , established for each individual location based upon site ' specific variables.The type of land use(i.e.industrial, � �, ` commercial, residential),anticipated pollutant load, per- cent imperviousness, climate, etc. all play a critical role in determining the actual frequency of inspection and maintenance practices. mod,, At a minimum,StormTech recommends annual inspec- tions. Initially,the Isolator Row should be inspected every 6 months for the first year of operation. For subsequent years,the inspection should be adjusted based upon previous observation of sediment deposition. The Isolator Row incorporates a combination of standard manhole(s)and strategically located inspection ports (as needed).The inspection ports allow for easy access Examples of culvert cleaning nozzles appropriate for Isolator Row to the system from the surface,eliminating the need to maintenance.(These are not StormTech products.) perform a confined space entry for inspection purposes. Maintenance is accomplished with the JetVac process. If upon visual inspection it is found that sediment has The JetVac process utilizes a high pressure water noz- accumulated,a stadia rod should be inserted to deter- zle to propel itself down the Isolator Row while scouring mine the depth of sediment.When the average depth and suspending sediments.As the nozzle is retrieved, of sediment exceeds 3 inches throughout the length of the captured pollutants are flushed back into the man- the Isolator Row, clean-out should be performed. hole for vacuuming. Most sewer and pipe maintenance companies have vacuum/JetVac combination vehicles. 2.2 MAINTENANCE Selection of an appropriate JetVac nozzle will improve The Isolator Row was designed to reduce the cost of maintenance efficiency. Fixed nozzles designed for cul- periodic maintenance. By"isolating"sediments to just verts or large diameter pipe cleaning are preferable. one row,costs are dramatically reduced by eliminating Rear facing jets with an effective spread of at least 45" the need to clean out each row of the entire storage are best. Most JetVac reels have 400 feet of hose allow- bed. If inspection indicates the potential need for main- ing maintenance of an Isolator Row up to 50 chambers tenance,access is provided via a manhole(s)located long.The JetVac process shall only be performed on on the end(s)of the row for cleanout. If entry into the StormTech Isolator Rows that have AASHTO class 1 manhole is required, please follow local and OSHA rules woven geotextile(as specified by StormTech)over for a confined space entries. their angular base stone. StormTech Isolator Row(not to scale) OPTIONAL INSPECTION PORT LOCATION PER COVERENTIREROWWITHADS501T '.. ENGINEER'S DRAWING(4-[100 mMJ G PVC TYR) NON-WOVEN GEOTEXTILE(OR EQUAL) STORMTECH END CAP SC-740-1'(24 m)WIDE STRIP (SG740 SHOWN) SG310 8 SG310.3.5'(1.5 m)WIDE STRIP CATCH BASIN OR MANHOLE V. 1' 7 TH By LDESIGN SUMP EPGINEE II II. 2 LAYERS OF ADS 315 WOVEN GEOTEXTILE(OR EQUAL) SC-740,DC-780,MC-3500 8 MC4500-21(600 mm)PIPE BETWEEN STONE BASE AND CHAMBERS SG3108SG310J-/2'(300 mm)PIPE CHAMBER(SG740 SHOWN) MC4500-10.3'(3.1 m)WIDE STRIP(ADS 315WTM) M0.35W-e35'(2.6 m)WIDE STRIP(ADS 315WTM) SC-740 8 DG7B0.6(14 m)WIDE STRIP(ADS 315WTK) SC-310 8 SC-0IM-4'(12 m)WIDE STRIP(ADS 315WM) '.. NOTE:NON-WOVEN FABRIC IS ONLY REQUIRED OVER THE INLET PIPE CONNECTION INTO THE END CAP FOR DC-780,MC-3500 AND MC-4500 CHAMBER MODELS AND IS NOT REQUIRED OVER THE ENTIRE ISOLATOR ROW. Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information. 3 3.0 Isolator Row Step By Step Maintenance Procedures Step 1) Inspect Isolator Row for sediment StormTech Isolator Row(not to scale) A) Inspection ports(if present) y)a) yl A) i. Remove lid from floor box frame 2 ii. Remove cap from inspection riser iii. Using a flashlight and stadia rod, measure depth of sediment and record results on maintenance log. iv. If sediment is at,or above,3 inch -- depth proceed to Step 2. If not 4 proceed to step 3. — B)All Isolator Rows i. Remove cover from manhole at upstream end of Isolator Row ii. Using a flashlight, inspect down Isolator Row through outlet pipe 1.Mirrors on poles or cameras may be used to avoid a confined space entry 2.Follow OSHA regulations for confined space entry if entering manhole iii. If sediment is at or above the lower row of sidewall holes(approximately 3 inches)proceed to Step 2. If not proceed to Step 3. Step 2)Clean out Isolator Row using the JetVac process A)A fixed culvert cleaning nozzle with rear facing nozzle spread of 45 inches or more is preferable B)Apply multiple passes of JetVac until backflush water is clean C)Vacuum manhole sump as required Step 3)Replace all caps, lids and covers, record observations and actions Step 4)Inspect&clean catch basins and manholes upstream of the StormTech system Sample Maintenance Log M 8 8 1 1 P installation.Fixed point is CI frame at grade djm 6.2 0.1 ft. some grit felt sm 6/20/03 ( 5.8 0.5 ft. Mucky feel,debris visible in manhole and in ry Isolator row,maintenance 7/7/03 6.3 ft. j 0 System jetted and vacuumed djm StormTech® Detention•Retention•Water Quality A.division of lu 70 Inwood Road,Suite 3 Rocky Hill I Connecticut 106067 860.529.8188 1888.892.2694 (fax 866.328.8401 (www.stormtech.com ADS'Terms and Conditions of Sale"are available on the ADS website,www.ads-pipe.com Advanced Drainage Systems,the ADS logo,and the green stripe are registered trademarks of Advanced Drainage Systems. Stormtech®and the Isolator�l Row are registered trademarks of StormTech,Inc. Green Building Council Member logo is a registered trademark of the U.S.Green Building Council ©2013 Advanced Drainage Systems,Inc.S090809 02113 i i f a jq ire O aTi ir d c ME EROSION AND SEDIMENTATION CONTROL PLAN LOT 3 GREAT POND ROAD NORTH ANDOVER, MASSACHUSETTS January 9, 2019 PARTI -GENERAL QUALITY ASSURANCE A. The applicant and all site 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. 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. E. 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 Erosion barriers shall be installed along wetland boundaries as shown on the Request for Determination of Applicability Plan prior to commencement of any site work. Barriers specified on the plan shall be installed as specified below. Alternative types of barriers (i.e straw, coir or FiltrexxTM" type logs) may be used with the approval of the Conservation Commission and Project Engineer, and be installed per manufacturers instructions. The approved alternative barrier must be designed and sized specifically for conditions on this site. After initial barrier installation, site personnel shall perform weekly inspections of, and maintain, the siltation control barrier during construction. Inspections of the siltation control barrier shall also be performed prior to and immediately following major (>1") rainfall event. After all construction activities are completed, and the areas of bare soil are vegetated and or stabilized, the siltation control barriers may be removed upon approval of the Conservation Commission. It is important that the disturbed areas previously occupied by the siltation control barriers, as well as adjacent areas, be repaired and vegetated immediately after removal of the barriers. A. MATERIALS Staked Haybale Barrier 4 Erosion and Sedimentation Control, Lot 3 Great Pond Road, North Andover, MA January 9, 2019 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. Filter Fences A. Synthetic Filter Fabric 1. Synthetic filter fabric (i.e Marafi or other brand of siltation control filter fabric) shall consist of a pervious sheet of propylene, nylon, polyester or ethylene filaments. Standard or extra—strength filter fabric may be installed. 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 Ibs../ 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 support the fabric. Steel posts shall have projections for fastening wire to them. 2. When standard strength filter fabric fencing is used on a sloped location, the fabric shall be reinforced by wire mesh 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 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. 2. Barrier Installment A. Straw Bales 5 Erosion and Sedimentation Control, Lot 3 Great Pond Road, North Andover, MA January 9, 2019 Straw 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 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 (If required) 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. 4. Staple, wire or tie the standard or extra- strength filter fabric to the posts. 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. Backfill trench and compact soil over filter fabric. 6. When extra-strength filter fabric or burlap and closer post spacing (6 ` max.) is used for projects on slopes, 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. PART 3— POLLUTION CONTROL MEASURES A. Sedimentation control devices (i.e. straw bales, filter fabric, silt bag, fiber roll or other approved device) shall be installed at, or within,nearby catch basins to effectively prevent sediments from entering the drainage system during construction. These devices shall be inspected frequently and maintained in functioning condition throughout site construction. B. Discharge silt-laden water 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. C. Do not place soil backfill material adjacent to resource areas without proper siltation controls or otherwise preventing the soil from washing away by high water or runoff. D. Do not dump any materials into any streams, wetlands, surface waters or unspecified locations. E. Do not dispose of trees, brush, debris, paints, chemicals, asphalt products, concrete curing compounds, fuels, lubricants, insecticides, washwater from concrete trucks or hydroseeders, or any other pollutant into any streams, wetlands, surface waters or natural or man-made channels leading thereto, or unspecified locations. F. No disturbance or alteration of any kind allowed between the specified limit of work and the River. 6 Erosion and Sedimentation Control, Lot 3 Great Pond Road, North Andover, MA January 9, 2019 G. Prevent any operation of equipment outside the designated limit of work (erosion control barrier). H. Prevent indiscriminate, arbitrary or capricious operation of equipment in surface waters. PART 5— EQUIPMENT STORAGE AND REFUELING A. All equipment refueling shall take place as far away as possible from wetlands as possible. B. All equipment shall be parked as far away as possible from the on-site wetland boundary or removed from the site at the end of the workday. C. No permanent or temporary storage of fuel and /or lubricants allowed on the site. PART 6 —STABILIZATION TECHNIQUES A. Protecting and Minimizing Exposed Areas Steps shall be taken to minimize area of bare soil exposure by preserving existing vegetation and providing soil stabilization. Equipment and trucks shall be routed only over the existing pavement or areas of proposed work 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 is necessary for controlling erosion on exposed areas, including grading, seeding and otherwise stabilizing the areas. B. Sediment And Erosion Control / Soil Stabilization i) 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. 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. ii) On sites where grading or other work will occur on moderately steep slopes (3:1 and greater) located immediately upgradient of wetlands, the contractor shall work on one portion of the slope at a time, ensuring the stability of the disturbed soil by immediately loaming and seeding the slope, or otherwise vegetating the slope as desired, and installing erosion control mats (straw or cocoanut fiber designed for the slope steepness). If work is interrupted and the slope is to be left bare or otherwise unstabilized for duration of a day or more, a series of erosion control fences oriented parallel to the slope contours shall be installed along the length of slope. 7 Erosion and Sedimentation Control, Lot 3 Great Pond Road, North Andover, MA January 9, 2019 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 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. a. Install needed surface water control measures. b. Perform all cultural operations at right angles to the slope. c. Establish grass or other ground cover species as recommended in the attached excerpt (pgs 144 -146) from Massachusetts Erosion and Sedimentation Guidelines for Urban and Suburban Areas, 2003. 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 where lawns are desired will be seeded in Fall 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. In upland/ buffer zone areas, outside of lawn locations, where an erosion control - wildlife seed mixture is desired, prepare soil and use one of grass seed mixes #1 through #6 as recommended in the attached excerpts (pgs 136 -139) from Massachusetts Erosion and Sedimentation Guidelines for Urban and Suburban Areas 2003, to establish a stable, permanent cover. REFERENCES Department of Environmental Protection, Bureau of Resource Protection and U.S. Environmental Protection Agency, Massachusetts Erosion and Sedimentation Guidelines for Urban and Suburban Areas: A Guide for Planners, Designers and Municipal Officials. Massachusetts Executive Office of Environmental Affairs, Boston, Massachusetts, Reprint: May 2003. 8 Erosion and Sedimentation Control, Lot 3 Great Pond Road, North Andover, MA January 9, 2019 144 Erosion mid Sediment Control Practices Use low-maintenance native species wherever possible. Planting should be timed to minimize the need for irrigation. Sheet erosion,caused by the impact of rain on bare soil,is the source of most fine particles in sediment.To reduce this sediment load In runoff, the soil surface itself should be protected.The most efficient and economical means of controlling sheet and rill erosion is to establish vegetative cover.Annual plants which sprout rapidly and survive for only one growing season are suitable for establishing temporary vegetative cover.Temporary seeding is effective when combined with construction phasing so bare areas of the site are minimized at all times. Temporary seeding may prevent costly maintenance operations on other erosion control systems.For example, sediment basin clean-outs will be reduced if the drainage area of the basin is seeded where grading and construction are not taking place.Perimeter dikes will be more effective if not choked with sediment. Proper seedbed preparation and the use of quality seed are important In this practice just as in permanent seeding. Failure to carefully follow sound agronomic recommendations will often result in an inadequate stand of vegetation that provides little or no erosion control. Soil that has been compacted by heavy traffic or machinery may need to be loosened.Successful growth usually requires that the soil be tilled before the seed is applied.Topsoiling is not necessary for temporary seeding;however,it may improve the chances of establishing temporary vegetation in an area. Planting Procedures Time of Planting Planting should preferably be done between April 1 and June 30,and September 1 through September 30.If planting is done in the months of July and August,irrigation may be required.If planting is clone between October 1 and March 31, mulching should be applied immediately after planting.If seeding is clone during the summer months,irrigation of some sort will probably be necessary. Site Preparation Before seeding, install needed surface runoff control measures such as gradient terraces,interceptor dike/swales,level spreaders,and sediment basins. Seedbed Preparation The seedbed should be firm with a fairly fine surface. Perform all cultural operations across or at right angles to the slope. See Topsoiling and Surface Roaghenuig for more information on seedbed preparation.A minimum of 2 to 4 inches of tilled topsoil is required. Erosion and Sediment Control Guidelirxs 9 Erosion and Sedimentation Control, Lot 3 Great Pond Road, North Andover, MA January 9, 2019 146 Erosion and Sediment Control Practices Annual ryegrass rased for temporary seeding Ryegrass reseeds itself and makes it difficult to establish a good cover of permanent vegetation. Seed not broadcast evenly or rate too lows Results in patchy growth and erosion. Maintenance Inspect within 6 weeks of planting to see if stands are adequate. Check for damage after heavy rains.Stands should be uniform and dense. Fertilize,reseed,and mulch damaged and sparse areas immediately.Tack or tie clown mulch as necessary. Seeds should be supplied with adequate moisture.Furnish water as needed,especially in abnormally hot or dry weather or on adverse sites. Water application rates should be controlled to prevent runoff. tAderenc&� Massachusetts Department of Environmental Protection,Office of Watershed Management,Nonpoint Source Program,Massachusetts Nonooint Source Management Manual. Boston,Massachusetts,June, 1993. North Carolina Department of Environment,Health,and Natural Resources,, Erosion and Sediment Control Field Manual.Raleigh,NC,February 1991. U.S.Environmental Protection Agency,Storm Water Management For Construction Activities,EPA-832-R-92-005,Washington,DC,September, 1992. Washington State Department of Ecology,Stormwater Management Manual for the Puget Sound Basin,Olympia,WA,February, 1992. A temporary sediment barrier installed parallel to the bank of a stream or lake.Used to contain the sediment produced by construction operations on the bank of a stream or lake and allow for its removal. Where Practice Applies The silt curtain is used along the banks of streams or lakes where sediment could pollute or degrade the stream or lake. Erosion and Sediment Control Guidelines 10 Erosion and Sedimentation Control, Lot 3 Great Pond Road, North Andover, MA January 9, 2019 136 Erosion and Sodirnent Control Practices Seeding Dates Seeding operations should be performed as an early spring seeding(April 1-May 15)with the use of cold treated seed.A late fall early winter dormant seeding(November 1 -December 15)can also be made, however the seeding rate will need to be increased by 50`Y,. Seeding Methods Seeding should be performed by one of the following methods: - Drill seedings (de-awned or de-bearded seed should be used unless the drill is equipped with special features to accept awned seed). Broadcast seeding with subsequent rolling,cultipacking or tracking the seeding with small track construction equipment.Tracking should be oriented up and down the slope. Hydroseeding with subsequent tracking.if wood fiber mulch is used, it should be applied as a separate operation after seeding and tracking to assure good seed to soil contact. Mulch Mulch the seedings with straw applied at the rate of V tons per acre. Anchor the mulch with erosion control netting or fabric on sloping areas. Seed Mixtures for Permanent Cover Recommended mixtures for permanent seeding are provided on the following pages.Select plant species which are suited to the site conditions and planned use.Soil moisture conditions, often the major limiting site factor,are usually classified as follows: Diy-Sands and gravels to sandy loams.No effective moisture supply from seepage or a high water table. Moist-Well drained to moderately well drained sandy loams, loams,and finer;or coarser textured material with moderate influence on root zone from seepage or a high water table. ff,jet-All textures with a water table at or very near the soil surface,or with enduring seepage. When other factors strongly influence site conditions, the plants selected must also be tolerant of these conditions. Erosion and Sediment Control Guidelines 11 Erosion and Sedimentation Control, Lot 3 Great Pond Road, North Andover, MA January 9, 2019 Erosion and Sediment Control Practices 137 Permanent Seeding Mixtures Seed,Pounds per: Mix Site Seed Mixture Acre 1,000 sf Remarks 1 Dry Little Bluestein *Use Warm Season planting procedure. or Broomsedge 10 0.25 *Roadsides Tumble Lovegrass* 1 0.10 *Sand and Gravel Stabilization Switchgrass 10 0.25 *Clover requires inoculation with nitrogen- fixing bacteria Bush Clover* 2 + 0.10 Red Top 1 0.10 *Rates for this mix are for PLS. 2 Dry Deertongue 15 0.35 *Use Warm Season planting procedures. Broomsedge 10 0.25 *Acid sites/Mine spoil Bush Clover* 2 0.10 *Clover requires inoculation with nitrogen- fixing bacteria. Red Top 1 0.10 *Rates for this mix are for PLS. 3 Dry Big Bluestein 10 0,25 *Use Warm Season;planting procedures. Indian Grass 10 0.25 *Eastern Prairie appearance Switchgrass 10 0.25 *Sand and Gravel pits. Little Bluestein 10 0.25 *Golf Course Wild Areas Red Top or 1 0.10 *Sanitary Landfill hover seeding Perennial Ryegrass 10 0.25 *Wildlife Areas *OK to substitute Poverty Dropseed in place of Red Top/Ryegrass. *Rates for this mix are for PLS. 4 Dry Flat Pea 25 0.60 *Use Cool Season planting procedures Red'Top or 2 0.10 *Utility Rights-of-Ways(tends to suppress Perennial Ryegrass 15 0.35 woody growth) 5 Dry Little Bluestein 5 0.10 *Use Warm Season planting procedures. Switchgrass 10 025 *Coastal sites Beach Pea*` 20 0.45 *Rates for Bluestein and Switchgrass are for Perennial Ryegrass 10 0.25 PLS. 6 Dry- Red Fescue 10 0.25 *Use Cool Season planting procedure. Moist Canada Bluegrass 10 0.25 *Provides quick cover but is non-aggressive; Perennial Ryegrass 10 0.25 will tend to allow indigenous plant colonization. Red Top 1 0.10 *General erosion control on variety of sites, including forest roads,skid trails and landings. 7 Moist Switchgrass 10 0.25 *Use Warm Season planting procedure. Wet Virginia Wild Rye 5 0.10 *Coastal plain/flood plain Big Bluestein 15 0.35 *Rates for Bluestein and Switchgrass are for Red'Top 1 0.10 PLS. Erosion and Sediment Control GUidCllneS 12 Erosion and Sedimentation Control, Lot 3 Great Pond Road, North Andover, MA - January 9, 2019 138 Erosion and Sediment Control Practices Permanent Seeding Mixtures Seed,Pounds per: Mix Site Seed Mixture Acre 1,000 sf Remarks 8 Moist Creeping Bentgrass 5 0.10 *Use Cool Season planting procedures. Wet Fringed Bromegrass 5 0.10 *Pond Banks Fowl Meadowgrass 5 0.10 *Waterways/ditch banks Bluejoint Reedgrass or Rice Cutgrass 2 0.10 Perennial Ryegrass 10 0.25 9 Moist Red Fescue 5 0.10 *Salt Tolerant Wet Creeping Bentgrass 2 0.10 *Fescue and Bentgrass provide low growing appearance,whiled Switchgrass provides tall cover for wildlife. Swtchgrass 8 0.20 Perennial Ryegrass 10 0.25 10 Moist Red Fescue 5 0.10 *Use Cool Season planting procedure. Wet Creeping Bentgrass 5 0.10 *Trefoil requires inoculation with nitrogen fixing bacteria. Virginia Wild Rye 8 0.20 Wood Reed Grass* 1 0.10 *Suitable for forest access roads,skid Showy Tick Trefotf* 1 0.10 trails and other partial shade situations. 11 Moist Creeping Bentgrass 5 0.10 *Use Cool Season planting procedure. Wet Bluejoint Reed Grass 1 0.10 *Suitable for waterways,pond or ditch banks. Virginia Wild Rye 0.10 *Trefoil requires inoculation with nitrogen fixing bacteria. Fowl Meadow Grass 10 0.25 Showy Tick Trefoil* 1 0.10 Red Top 1 0.10 12 Wet Blue Joint Reed Grass 1 0.10 *Use Cool Season planting procedure. Canada Manna Grass 1 0.10 *OK to seed in saturated soil conditions,but not in standing water. Rice Cut Grass 1 0.10 Creeping Bent Grass 5 0.10 *Suitable as stabilization seeding for created wetland. Fowl Meadow Grass 5 0.10 *All species in this mix are native to Massachusetts. 13 Dry- American Beachgrass 18" 18' *Vegetative planting with dormant culms,3-5 calms per planting Moist centers centers 14 Inter- Smooth Coidgrassl2-18" 12-18" *Vegetative planting with transplants. Tidal Saltmeadow Cordgrass centers centers Erosion and Sediment ConU•ol Guidelines 13 Erosion and Sedimentation Control, Lot 3 Great Pond Road, North Andover, MA January 9, 2019 Erosion and Sediment Control Practices 139 Notes: *Species such as Tumble Lovegrass,Fringed Bromegrass,Nfood Reedgrass,Bush Clover and Beach Pea,while known to be commercially available from specific seed suppliers,may not always be available from your particular seed suppliers.The local Natural Resources Conservation Service office may be able to help with a source of supply.In the event a particular species listed In a mix can not be obtained,however,It may be possible to substitute another species. Seed mixtures by courtesy of Natural Resources Conservation Sewicc,Amherst,AAA. (PLS) Pure Live Seed Warm Season grass seed is sold and planted on the basis of pure live seed.An adjustment is made to the bulk rate of the seed to compensate for inert material and non-viable seed.Percent of pure live seed is calculated by multiplying the percent purity by the percent germination; (%purity)x(%germination)=percent PLS. For example, if the seeding rate calls for 101bs./acre PLS and the seed lot has a purity of 70%and germination of 75%, the PLS factor is: (.70 x.75)=.53 10 lbs.divided by.53=approx. 191bs. Therefore, 19 lbs of seed from the particular lot will need to be applied to obtain 10 lbs.of pure live seed. Special Nate Tall Fescue,Reed Canary Grass,Crownvetch and Bfrdsfoot Trefoil are no longer recommended for general erosion control use in Massachusetts due to the invasive characteristics of each.If these species are used, It is recommended that the ecosystem of the site be analyzed for the effects species invasiveness may impose.The mixes listed in the above mixtures Include either species native to Massachusetts or non-native species that are not perceived to be invasive,as per the Massachusetts Native Plant Advisory Committee. Wetlands Seed Mixtures For newly created wetlands,a wetlands specialist should design plantings to provide the best chance of success. Do not use introduced, invasive plants like reed canarygrass(Phalaris arundinacea)or purple loosestrife(Lythrum salicaria).Using plants such as these will cause many more problems than they will solve. The following grasses all thrive in wetland situations: c3 Fresh Water Cordgrass(Spartina pectinate) cn Marsh/Creeping Bentgrass(Agrostis stolonifera, var. Palestric) c3 Broomsedge(Andropogon virginicus) cn Fringed Bromegrass(Brotnus ciliates) e4 Blue Joint Reed Grass(Calanragnostis cavedensis) cz Fowl Meadow Grass(Glyceria striata) c-8 Riverbank Wild Rye(Elytnus riparius) cn Rice Cutgrass(Leersia oryzoides) cz Stout Wood Reed(Cinna arundinacea) cj, Canada Manna Grass(Glyceria canadensis) Erosion and Sediment Control Guidelines 14 i 1 i g W N, LAKE J'JBp1N• `�'.o \/� \ �D COCHICHEWTCK M E / eva�i4� GAF :'\\ \\ \\ 36'RCP \ \ / / O.J. \,'•. ` gg INV. 122.52 4 SLEEVE h Cd7E \ \ '\ `\ A\ihl/ONr J•G/CAN B.24VOAZZO Emsc1EL \\ \ \ \ REkj \ POLE o0TS Z3.ADDRESS L4W KER 6 400'BUTTER /' :\ 1 \ OL.F. ® I I I \♦ \ t \ \ ' LOCUS MAPTAl FROM IAXE STOCKADE \ N.T.S. / E '\ ',• I (APPROCXC LOCATION) SHED \ / x,. \ \, \ C.L.F. \ + 1 \ \ - \ PRO�OW NBE �Rp�OooFRF QCIFM1N0 \\ \\ \ \\ �� / P P.LIMIT 1 OF 1� � �I I •�\�\'�\ \`•• x �. \ \ D�TIgN v y�J ``vv /' \ II'Tf1 6 /_e�: POND' �oZ\Cs E° NL�mT i - 1 .\ �`\\ •`\ \� P-`aA{'�!y1),�\\ \ \ 5.\ 9i iU`r 16t.1 \ 1.4 PROP. s IVn`-VVi a _ 12 7I � \ \' A�, \ \ \ � z� \\ T o �✓ coNOREtE.PAVE1is \ SEE DETAIL) / 1 /i / I I I I 1 .I,4 IIi jl "EROSK)N C OL �.� \ 1 \ \\ \ \ \ \\ ^'•�l'7 \l)' R \ 71 LOT 4 \ I \ \ \\\ \ \,\\ \•`� us-.. It�fz'<z Of• ,! ( I I,eE,tttiep 1 i Aw. nssz 341,300 f S.F. \ \ \@ a;F�1 /1 \ \ v��vv .�,39so (214,330 L- S.F,) ) ( �\ '\\ \ PRQP.�1L WATE� 1:. E ' \ \ \PR, �CA�V TEL..•4/ \ 4i - i \O \•:• \ \ I }3y t /'"` \ _ I ELE'CTRK: � PORiizl- // (UPLAII�O) // I \ \ PkOP `\ \ 1 —1rIFrREcuR,�o a 4 l / 1 . . \ \\\ \ 1 I� {ryJ� 1� I�'{f� � 1 / / ) � I �\ \ \ P.6�SEWER•. d ; _. ,' O{ER/iI\A/✓G i ♦ 0 \ 1771 ',� '1�i I . i� / / \AJJ \ � �`_ �`135,2 _ /(DRY\\ // aa6\ �b //STONE ADDRESS'NARKER-LOT 3 / \ i \4 100 ELEV. 127s V. FLOOD / ) \� •�, / I 7 } /1/-• / LOT 14(w/DR.ARROW) 1130.7 %Y '•vs1N A9!2;1d44 a�;;slv a•;: iJ/' /' /` ,,,,s \ •�,_ \\ \ Ma yj�1 6 J1J•..._ ! \ �lZ� \ /;%//// / �372/ _ 1,1;' .� /•,-- I //.'.,/� �' / �` EROSION CONIROL . A7/1 \ 1 I LAUR/E MESS(NA INTERMITTENT sntFMA PROP.6'SEWER •' \ 1 LOT /.J I EX/SLING V '// '//•/ 13&9% / / 1}'I .4 /• _� _ �^% PROP.6'WATER /� ��\ `•�6 1` \ \ \ \ 1 M' D SHE°///// // //)36.9�,. / /. _ J �AlD /' / - \ •. \ 90,102 SF. / / /f"o.qq�/ x 3/s4 #{•! // i roF r:., AJe ta•ONc - _ J f \ I 1 /// /�/(- �y; /�(// /L//./f,'2 J �WETLAHD REPLICATION E-129.1 t b d�b 1--�� \ Ei' l t 13/. L ] 1 AREA COMPLETED Ott m33pa/> is c� 731A\ •�A17 �4/ •\_ �� // / 7 /( /I I tI � 3� ti � /��.°�,/i , \ -k a1.71 .._ •. ` X ' . .• ,72 / r 3 J I .6a' 7asa-tc-f'S-°3a.o"'3'rr t \ �B J D/S7UAf¢]Gt?E7J0!✓Q L/NE I• I 13 t /./.J y _ - r 2 i �--- --1rc ;• \ 1 13zb - 13s.o / o ._r �'t fs2.b� / / / / l I I C / I i /��`.ai. e r:U;:: za] y ,�"'- � L B c L`�B1J a •�� IY9�' . � \\� / i 11X33.7�•,i A/i I � / l I / / I \7 3 ,I' t2] .. j c 1 Js• ®B-4 ��7�.11 y Ass 1` 1 f� '�oH.v � tB cNc _ 140 \ ^.� 129,4 kt32.] cotlTROL- s... `� t '\ C. k 13T J 1 / / 131./ /�7 :,:•: , ERGSLG �r /B-1J 1 9 // 1\ AM - 1 1 .S REVISIONS �IiJ�' '- t a 7u. --- / Loch. 2CNO �� a--- / WETIRID 1 ' / \ \% � j --- --- / 1 \ rr�`\ ,10'CNC \ I � � � / �/ //��� �'�/,ssb,"' t x ._��• -` j� 't'� .Wt. 13sa r \ \ \ ` /e-7 / I '') ]t �\ � � �-jR ;. nl�� 4 [-tzs.7 ��• t/os/oa X I \ -' _-- �• 1• /// / : ,1z2v �3 J x 5 ,?3 ro / \ \ / / ��' 1 lu.t!\♦ 4�i>S f3zo'� ---- q := j4 - ,10 \ r , \LJ ,{a e 'fB=1f i/ ao�0 . \ �a o ------ 1 I l ' ♦x - z � DANO P..F cAROLYN rtas.] t t32 .'. �/, � \ r f�' t�o.2\♦'s \ . /l ♦X•� H7LLGU/S ---------- 3 SF �\ xit 33 INV.-122.50,� /,y b y \ / / ♦ I \ \ \\ /^, yt \ (INSIDE' ROP) y�N 1J E A U �10 � Z\/(:° 44b I 8�70 / l � �.\\ \ �13/.6 P �.o !r% 12s.1• �87,249 SF. i/A) , �� a. lr •f 15a' \ �t�0't "nl \ toF \, NOTE: LOTS SHOWN ON THIS PLAN WERE CREATED AUGUST 28, 1990 AS �(IRANZI) \� /. / ,i i z ,IF`,h165 ( 1 6p ..xhGe'�R=: rT / / •9 ,toy/' RECORDED ON PLAN#11841 NORTHERN DISTRICT ESSEX REGISTRY I OF DEEDS. I / / 39 ?,'` i\sb ii6 {>F@ I \ 1 1� ,•S I \ \ //r 1tN1'RLSOfIRCE AREA A' Y \ BE PROVIDED RESIDENTIAL AN PROTECTION SPRINKLER SYSTEMS WILL �S N4 1 �� 1 1 �\Y'•. I - _NON-DCSIURGLWCE ZONE'`LINE 1; WITH PROVIDED UI ACCORDANCE WITH NORTH A D AND IN ACCORDANCE I i°0 WUH THE REQUIREMENTS OF THE NORTH ANDOVER FIRE DEPARTMENT. /1s 1 \ 1♦\ ♦♦ t 1\ \�� \\ WILL BE DIRECTED 3 I' 1 f (• 1 '� �) \ i I I, \ LO IF DEWATERIEC IS REQUIRED DURING CONSTRUCTION THE PUMPED DISCHARGE 111/a ,• ( , I ` \ - '^: ' ' ECTED TO AN 8 FOOT DL4MEfER 2 FOOT HIGH HAYRALE RINGED �_ Ahp \ \\ \\ _ - _ us.� \ Y•,- 'DISCHARGE POINT.LOCATED�40.FEET FROM ANY=RESOURCE AREA:THE DISCHARGE ' j 1 ,zaxgrK PRI7P.LIMIT OF CLEARING // \ \\ 'X76 DEFK LOCATION SHALL BE MOVED AS REQUIRED TO COMPLETE THE WORK. \ \\ \ PRIX'?2O -I i- t 1 so•IgD1}\ y�. 1 \ �.s--� I I \ \ \\ _OPEN UNDER(TTP.), ' r / ' EROSION CONTROL BARRIERS TO BE REESTABLISHED PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL BARE AREAS ARE STABILIZED. / /�• t /16 _ •' -1{-- 5 \ \ —�\� •\ �.//i \\\\ \\\ \\ \ z { I I ' 4 I CRUSHED STONE DRIVE, REPLICATION AREA AND ASSOCIATED RE-VEGETATED LIMIT j \ - ^�F?oM T]ER \ ! \ \ \ •'t• "' ') /✓' % OF WORK LOCATIONS OBTAINED FROM AS-BUILT SURVEY PLAN D ON ZONE.' R-1 � 1 ` >rw RESONRCE AREA& LOT 3 AUGUST 28, 2002. W RAr �jj n _ ) -`� �� NON`-D/SIURH4NLY=ZONE>UNE \� sa M/N/MUM SETBACKS• /� 2e `'A. ``• �� \ �\ 94,661 S.F. \ \\\\'`L•\�\ - - j %'I i \ 111 a ee R c5 svE so' �Yn s°`' \ �\ `\ (88,389 S,F, fJ \ \ '`.` \� ._._ r S/TE PLAN ° s' . REAR= 30' UPLAND \ w -i.z- (/_ M/N. FRONTAGE= 175' - \ \\\ \\- .__ J' l, l r I` /N ' VIN. LOT AREA=87,120 SF. As \ — ``' \ \ \\\\ `-_- - / `•' / NO. AND 0VER, MASS. N07E.• / \ , / I E SGME.• 1'> IO' ANY I7, f999 J �W C PER/METER/NFORMA7/ON COMP/LED FROM THE FOLLO)Y/NG.• P c-�, _ \. - �SGFNft�2�� _ /Nt2S VXINELF/hU M 80 ► A2J SaC2'u S>REEJ y 1.) PLAN BY L/NENNUL E7SENBERG ANDERSON, /NC.; P Crvx ENc/NLZRs a wA•rmetB,7)e4 af800 L/ fµp SURyEyggS 7CZ.(677f 246 2B00 2.f �N°LAY ANOOVER9CONSUL90 TAN75,•DA7FD MARCH 2B, >9B5 I/NCp/�q - ' - ANmv SHOWING PROPOSED HOMES M ES �. 4.) PLAN BY CLINTON F.pav BYAGOOOH7N,AOA7ED AAUGUST�952 L4O,P/L-AYE�y�, N o�-f1LP/ggLE /OTyJ f �vN£ j o I 3 • � 1 1 U � � ' � ! � i i � SITE