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Home My WebLink About1985-04-05 Application for Approval of Definitive Plan DEF SUB APPLICATION FOR APPROVAL OF DEWINITIVE PLAN December 28 f 19 84 To the Planning Board of the Town of *orth Andover: The undersigned, being the applicant as- defined under Chapter 41, Section 81—L, for approval, of a proposed anbdivision shown on. a plw,. entitled • a Florence Estates by r• Merrimack -Engineering Services dated , November. 1984 -- rY�I��Yl1.l�llll111.1 Y� being Land bounded as follows: North by Rea Street and Averka East b Crowe and Arsenault , South by Mandry•and West by Mandry hereby submits said plan as 4 DEFINITIVE plan in accordance with the Rules and Regulations of the North AndaYer P1amini'Board• and makes application to the Board for approval of said plan. ....•.s::`<.1°p it t{M{ +;.Sr✓.ell:{:l+liV!+yY.i;: .:4.:r+*drhA�i•J:v,7.'Gr'r.NtY'!h�JPk�'YrwV'Hi-:r✓l c•11...r`!:{ �,Qyrr y.aL+i-I. '!i f:*...r F,"•' .. 'a Title References North Essex Deeds, Book , 946 Page 888 or erti_t :,_icateof,rsvlww Title No. Re*; • ion Book page ; or..aw.z..,.„ ?W�',t#ft1h�M4VWNN.P'.SMtr.Mfv, r: ay, i+c:r..r'r'rla Ir trahpµ' {�I'a*�!�!�i'vH.:::'�!��:�,..�,� .�!7ST+r•,t'� Said plan has(x) has not( ) evolved from a preliminary plan submitted to the Board of Planning 19 84 and approved (with modifications) (x) .I�_ disapproved ( oa Octoter , 19 84 The undersigned hereby applies for the approval of said DEFINITIVE plan by the Board, and in furtherance thereof hereby agrees to abide by the Board's Rules and Regulations. The undersigned hereby further covenants and agrees with the Town of North Andover, upon approval of said DEFINITIVE plan by the Board: 1. To install utilities in accordance with the rules and regulations of the Planning Board, the Public Works Department, the Highway Surveyor, the Board of Health, and all general as well as zoning by—laws of said Town, as are applicable to the installation of utilities within the limits of ways and streets; 2. To complete and construct the streets or ways and other improvements shorn thereon in accordance with Sections Iv and V of the Rules and Regulations of the Planning Board and the approved DEFINITIVE plan, profiles and cross sections of the same. Said plan, profiles, cross sections and construction specifications are specifically, by reference, incorporated herein and made a part of this application. This application and the covenants and agree— ments herein shall be binding upon all heirs, executors, administrators, successors, grantees of the whole or part of said land, and assigns of the undersigned; and 3. To complete the aforesaid installations and construction within two (2) years from the date hereof. Received by Town Clerk: Dates S gnature of A plicant P.O. Box 177 Time: Pinehurst , MA Signature: Address Notice to APPLICANT/TOWN CLMK and Certification of Action of Planning Board on Definitive Subdivision Plan entitled: By$ dated • 19 e * eeee The North Andover Planning Board has voted to APPROVE said plan, subject to the following conditions 1. That the record owners of the subject land forthwith execute and record a "covenant running with the land", or otherwise provide security for the con- struction of ways and the installation of municipal services within said sub- division, all as provided by G.L. c. 41, S. 81-U. 2. That all such construction and installations shall in all respects conform to the governing rules and regulations of this Board. 3. That, as required by the North Andover Board of Health in its report to this Board: no building or other structure shall be built or placed upon Lots =`t ed ehoim on 'said Plan `wi bout 'the .pr`ior consent of said Board of Health. }rb�IT'.]M'W'M.:h' pMCi..y(xrAN..^-yK naR.,,;�,r .._ae.._ti., N, .. ., i l�' •q'..T:.i'►.fh.l'. :'/"iiC-.r.'N.-.•♦ "..r.. "-`••1-. >r•..-.. .bt*r..,. .r,._s ,• r!•�. x., %.k"i:. 4. Other conditions: F In the event that no appeal shall have been taken from said approval within twenty days from this date, the North Andover Planning Board will forthwith thereafter endorse its formal approval upon said plan. The North Andover Planning Board has DISAPPROVED said plan, for the following reasons: NORTH ANDOVER PLANNIM BOARD Date: By: ABUTTERS LIST FOR F'LORENCE ESTATES Town Map Town Lot Veronica Mandry 21.9 Summer Street North Andover, MA 38 38 Joseph J. & Faye L. Averka 383 Abbott Street North Andover, MA 38 37 Frank E. & Barbara R. Fay 1.63 Summer Street North Andover, MA 38 54 Nellie Arsenault 171. Summer Street North Andover, MA 38 39 Allen A. & Dorothy M. Lowell 1.33 Summer Street North Andover, MA 38 40 Adrian F. & Linda J. Crowe 495 Rea Street North Andover, MA 38 93 Ernest & Antonietta Romano 64 Greene Street North Andover, MA 38 62 MERRIMACK ENGINEERING SERVICES, INC. • 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 ABUTTERS LIST FOR FLORENCE ESTATES Town Map Town Lot Veronica Mandry 219 Summer Street 38 North Andover, MA 38 Joseph J. & Faye L. Averka 383 Abbott Street 37 North Andover, MA 38 Frank E. & Barbara R. Fay 163 Summer Street North Andover, MA 38 5�+ Nellie Arsenault 171 Summer Street North Andover, MA 38 39 Allen A. & Dorothy M. Lowell 133 Summer Street 4o North Andover, MA 38 Adrian F. & Linda J. Crowe 495 Rea Street e North Andover, NIA 38 93 Ernest & Antonietta Romano 64 Greene Street North Andover, MA 38 �� MFRRIMA( h FNC;INFERIN(� SERVK t", INC • 66 PARK SIRW • ANOOVEk MASSAk.HUSEl iti 0 810 ENVIRONMENTAL IMPACT STATEMENT FOR FLORENCE ESTATES IN NORTH ANDOVER, MA DECEMBER, 1984 MERRIMACK ENGINEERING SERVICES, INC. • 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 PHYSICAL ENVINONMENT The existing site is wooded with gently rolling knolls which slope from. Summer Street to Mosquito Brook. Ground cover consists of heavy vegetated growth with scattered brush throughout the site. The site has no defined trails or paths, nor does it serve as a link between open spaces. The project consists of a 770 + foot roadway and the construction of 5 lots which would serve single family dwellings . This land use is conducive to this area of North Andover ;o it would blend into the existing surroundings. The project will also contribute to upgrading Rea Street to bring it up to existing Town Standards . SURFACE WATER AND SOILS The project has no standinfy water (.in site , but is adjacent to Mosquito Eroor_, The northern tip of our site meets with the brook at Rea Street. No wetland was observed on our rite , howevE:•r, adjacent to our site Mosquito Brook has a large wetland surrounding it upstream of Rea Street , but it was not found to encroach our site. A Notice of Intent will be filed for the site to address all erosion and sedimentation control. measures. During analysis, the Flood Insurance Rate Hap (VIRIi) for the Town of North Andover indicated that part of the 100 year flood plain was on our site. Subsequent calculations revealed that the 100 year storm did cause flooding up to Elevation 166, which doe,. encroach our site on the Westerly side. 7hi2 flood line is shown on sheet 2 of ' of "Subdivision Plan of Land of Florence Estates"in North Andover, KA, drawn for EC.) Inc. , dated November, 198h . Existing site drainage consist,; of an east to west over land flow f.com Summer Street to Mosquito Brook. The :,uhseliuent roadway and lot grading w'i..11 try to retain as much of this natural drainage pattern as possible. Two sets of catch basins will be provided, one set will be at the intersection of the proposed South Cross Road and Rea Street . 'Phis will channel the surface runoff through subsurface drain Lines to the urstream end of Mosquito Brook where it would flow naturally. The second set of catch basins will collect the upper portion of the nroposed cul-de-sac and channel it through ,treet drain lines between lot '� and ?. Rip-rap will be provided at the outfall of the system so as to control erosion. Also, site grading will be done .so as to be conducive to the natural flow of storm drainage runoff, and all grading will be loamed and seeded after construction. Any increase, due to road and douse construction , could be handled by the wetland area adjacent to Mosquito Brook which has a surface area of 80+ acres. See enclosed "Pre-and Post-Development Drainage Analysis" for design Sewage will be handled by on lot subsurface disposal systems if underground pro. o-.:- sewer lines are not approved by the Town at the time of scheduled construction of these houses. MERRIMACX ENGINEERING SERVICE`, IN( • 66 PAR,, STREET 0 ANDOVER MASSACHUSWS 01810 At this time, various developers of land in the Salem Street area art, working on preliminary plans for a comprehensive sewer system that would service parts of Salem Street , Abbott Street , Rea Street , and Bradford Street. When plans are worked out between all of the concerned parties , Florence Estates will be booked up to public sewer. flans are beinp, lookeFi at for a common pumping station near Mosquito Brook, in the vicinity of the proposed Francis Estates. As of now, subsurface disposal systems are proposed. All subsurface disposal systems will be 41 above the seasonal high water table , therefore causing no adverse effect on subsurface coater. All Local and State Regulations will be adhered to during construction of the disposal systems.. T014N SERVICES The proposed site will generate 2 cars/lot for a total of 1(-j cars . ;:aci car will generate about 8 trips/car/day maximum, therefore , resulting in 80 trips per day, which would be serviced by the upgraded flea Street . Cars could egress onto either Summer Street or the proposed road for Francis Estates which would provide acces', to Abbott Street. Offstreet parking will be provided at eaci, i rl the form . of a driveway. Overall circulation will be improved becau:>e of the upgrading of ilea Street, and police and fire protection will be improved. Approximately 1,500 feet of road will be uti l.t , and subserluentl;r , maintained by the DPW. Also, water service will be extended down t'rom Summer Street to service the 5 house lots. The project will add approximately 10-15 ri,ildren to the educational system. GENERAL IMPACT This project is conducive to its surroundiLng:, being that this area of Towll is single family residences throughout , and it would bring more aesthetici^m to the area, MERRIMACX ENGINEERING SERYKA , 3M • 66 PARK `-IREET • ANDOVER MASSAi Hu5UI1 61810 FLORENCE ESTATES TEST PIT INFORMATION CONDUCTED BY TOM MURPHY Test Pit #i1A 0" - 36" top & subsoil 36" -- 120" clay/till water observed @ 3'-6'T Test Pit 1B 0" - 36" top & subsoil 3611 - 120" clay/till water observed @ 3'-6" Test Pit 2A 0" - 18" top & subsoil 18" - 8411 sand/gravel water observed @ 5'-6" Test Pit 2B 0" - 18" top & subsoil 18" - 84" sand/gravel water observed @ V-6" Test Pit 3A 0" - 18" top & subsoil 1811 - 66" gravel 66" - 120" fine sand water observed @ 41-6" Test Pit 3B 0" - 18" top & subsoil 18" - 66" gravel 66" - 120" fine sand water observed @ 5'-611 MERRIMACK ENGINEERING SERVICES, INC. • 66 PARK STREET • ANUOVER, MASSACHUSETTS 01810