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HomeMy WebLinkAboutApplication - 255 MARBLERIDGE ROAD 5/2/2006 Mar 30 05 10t47a NORTH nNDOVER 9786809542 p. 2 r,,E C, -JVED To IVN� P F F;CE t6wwof, r dower Plannxng rd Application for Watershed Special ft Please type or print clearly. 1. Petitioner: )��a Lin F PetitioneesAddress:—K"t 2 TvfzV1 PILL; A2, Telephone number: 2-/FE E73 P- 2- 7 2. Owners of the Lank (I Ot c i-I)A 19.1),ri e. c)-P,4-1 C/t/—I C0 a Address*. 0'el I 15;:-1a Po/t.-y Number of years of ownership: 3. Year lot was created: 4. Its the lot currently on septic or sewer? If on sewer,plesse provkk date the wwcr counectiou was completed. S. Description of Proposed Project: 6- �/2 t C 9 12 )2-0 171) F0 R/O 6,2 L A -Pq a r R ,m) Lcl- I/V e L- AnI 2. 6. DescriptlowofPremises: P1-7-,a70)4 Lt P z 7. Address of Property Being Affected P 4IkPJ3 LF RID 6-E ZoRingDistriet R- '-> Assessors, Map: 2`7L) Lot# Registry of Deeds: Book Page Existing Lot: Lot Area(Sq.Ft) Street Frontage: P,zy� Side Setbacks: ZI , z 5 Frost Setback- 2-5 Rear Setback-- Floor Area Ratio., I-b4 Lot Coverage: /V/fq 9. Proposed Lot(W applicable): t Lot Area(Sq.Ft) 3 2, 'LI S Building Height Street Frontage: 120•lzl/ Side Setbacks: 21' /ZO Front Setback -7,5 Rear Setback: Floor Area Ratio: Lot Coverage-, ti,-IA Mar 30 05 10:47a NORTH RNDOVER 9786889542 p.3 10. Required Lot(as required by Zoning Bylaw): Lot Area(Sq.Ft) 2 s, o o Building Height r Street Frontage: ! Side Setbacks-, 2 0` Front Setback: 3o Rear Setback, 3�` Floor Area Ratio: -J/4 Lot Coverage: 11. Existing Building(if applicable): Ground Floor(Sq.Ft.) 4 of Floors: 2 Total Sq.Ft. 3 3 o Height: z Use:___(�c<StD�rtTl�t .DuE«�N�c Type ofCanstruction wood r9,,gm 12. Proposed Bpllding: Ground Floor(Sq.Ft.) /C S g #of Floors: 2 Total Sq.Ft. 3 3 0 0 _ Height: z-1) use: Res l c�o,-n E L �Jc Type of Construction jo o 0 v:a A/v4F 13. Has there been a previous application for a Special Permit from the Planning Board on these premises? cam P s If so,when and for what type of oonshuction? z e c� s w r��l2sFtc� Pc9-4-1 14. Section of Zoning Bylaw that Special Permit 1s Being Requested ya/oc C3)Cc)Cl� �l 6, cc) C�� 15. Petitioner sad Landowner signaturc(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 B oard of this application as incomplete. Petitioner's Signature' Print or type name here. T Owner's Signature: �r Print or type name here:_ C sy 16. Please list title of plans and documents you will the attaching to this application. aydotr mmfthntenMcdspeeWperk 3 P t �- t ���� _. t I_�t� iii°`_. JJ / ✓� �,� Quality Pools And Spas Since 1975 7T M Company History Peoll � DEL Industries,based in San Luis Obispo,California, was JV-4 �h* incorporated as a California Corporation on March 5, 1975. For the past twenty-three years,principals of DEL have been involved in the ` $5.8 billion Swimming Pool and Spa Industry developing the first ®ea�t�922441� � portable spas and solar pool blankets. Beginning in 1983,the company was restructured to include OZONE water treatment in order to address increasing industrial and governmental emphasis on developing alternatives to chlorine. DEL's emphasis on OZONE technology has been rewarded,as OZONE is now considered the most viable and safest alternative to chlorine for pool and spa water purification and sanitation. The company has expanded into home water purification and through DEL Industrial Division into industrial/commercial projects relating to waste water treatment. DEL has been ranked first in product safety and performance with Underwriter's Laboratories (UL), Edison Testing Labs (ETL is the UL equivalent for United States and Canada) and the National Sanitation Foundation (NSF) certifications. Today DEL is considered the "Lender in Clean Witter Technology.', FOXYGEN OZONE(0,) Fweb�athe,HOW OZONE IS MADE- e is active oxygen,one of nature's very+ Q 0 (/ J 0 l elements. It's a natural purifier-ws iean,_e scent is often noticed after a heavy rain.was first discovered in the 1840's. By ning the ultraviolet rays from the sun with/ we breathe,ozone isnaturallygeneratci.`,I 1 OZONE is most powerful oxidizer safely usad in LIGHT MOLECULE or air and is the alternative waterpurificr rine and bromine.Ozone is: incxFensrve,� (,� ' nmentally=afe,pH ncutral,without ID, +- / n e..'c ffetits,chern:cal-free, <trcm�9; 7 Progress Avenue Chelmsford, MA 01824 . (978) 250-6845 ® (800) 649-8080 ® Fax: (978) 250-5927 QltJ�l O� A � �1,-1 t I Shore Gunite ,yam f='ool & Spa, Inc. f>u,ihiv Pook And Spas Since 1975 J F� k i T Perfedwess �� Top-mounted pressure gauge '- • • and operating instructions Strong Stuff /G � O • are conveniently located for Constructed of •.• • • Dura-Glas"-Ste Rite's at -glance viewing. /J • • • _ exclusive high density 1 composite resin resists Very Safe corrosion and weathers provide safe, the elements. • provide safe, easy access to r' • Ater modules. Sleek Looks styling and Split-tank design •• •• Contemporary C U7/JG permits rinse- in-place cleaning. d 3 a matte black '. ••• •• • yy' _ finish. A Ultra-Capacity ity Filtration' • • • Balanced-flow tank -,• design directs water through both sides of each manifold- pleated module. _ Debris is evenly '.. collected over its '.. entire surface without clogging. Dirt-Loading ' • Comparison • •• Handles r3 s^le..«abre times more dirt f:- • • than other asa-ormor� media-type •• •• '• filters-up to an t > 'K ,a 1b filter less I entire season .r. ;i ^, '• without cleaning! �• :'1;7'y' -1 • • • • (Fite,N.e 11 1 I,in, 1,,i-q.h.) • Fitter Performance For Pools Up To(Gal.) Filter Area OpUmal`Flow Rate Model 8 Hr.Turnover (Sq.Ft.) (GPM) S7M120_. - 48,000 tai 50-80 .. .. . S7M4W 55-O r,00 so-go S8Mt5o 60,000 �,5�� 50-110 58M50o _,. . .- 62,0oo ',00 50-115 ,Operating at this GPhl will provide the bn:,,� +I�n s.'°„ain6m,d rnl6 hi.e�i acJ greatest dirt-loading rapa<iPy. Openling limits-Idaximum continual opr�,r-.,:1 °n�u.. 1^.1.rut n,rt:.u.l rbathel)apphcations,the maximum operating waterlemperature within the tiara- .,f In ips title,, systems heaters/controls automatic pool cleaners lights i—ssor,es genuine retr acenmal pans maintenance equipment I it” spy N •Drlavan.NV1 51116 Stt,ipry Smarten r. -t n t n ni r .............................--............. ----..- .......................... ------ ............ NEW ENGLAND ENGINEERING SERVIC""?'ES ........ INC .......... February 3, 2005 Lincoln Daley North Andover Planning Board 400 Osgood Street North Andover, MA 01845 Re: 249 Marble Ridge Road,North Andover Modification of Watershed Special Permit. Dear Lincoln: Please accept this letter, the enclosed watershed special permit application, and the enclosed modified plans as a request to modify the watershed special permit recently issued by the planning board for the above referenced property. The purpose of the modification request is to add an in ground swimming pool and patio to Lot I as shown on the plans. The plans being submitted include sheet I only since none of the other project sheets would change. Furthermore, since the modification is minor we are requesting that the planning board waive the request for a consultants review. If you need further information or clarification, please don't hesitate to contact this office. Sincerely, Benja; n C., Osgo d, PE. President ........... 60 BEECHWOOD DRIVE-NOFZTFI ANDOVER, MA 01845-(978)686-1768-(888)359-7645- FAX(978)685-1099 µORTN ©g ID O A 1 s e { SSA C F1US6 Town of North Andover Office of the Planning Department 400 Osgood Street North Andover,Massachusetts 01845 Town Planner P (978)688-9535 Lincoln Daley F (978) 688-9542 MEMORANDUM TO: Planning Board FROM: Lincoln Daley,Town Planner RE: Watershed Special Permit—Lot 1 Marble Ridge Road (Formerly 249 Marble Ridge Road)-Map 37D,Lot 16: Construction of an in ground swimming pool and concrete patio within the Non-Disturbance Zone. DATE: March 6,2006 Proposal: The applicant, Colonial Village Development Corporation, is filing for a Watershed Special Permit under Section 4.136 of the Zoning Bylaw to construct an in ground swimming pool and concrete patio within the Non-Disturbance Zone of the Watershed Protection District. The project site is located at Lot 1 Marble Ridge Road (formerly 249 Marble Ridge Road), Assessors Map 37D, Parcel 16 in the R-3 Zoning District. The parcel consists of approximately .79 acres (34,445 sf) with 128' of frontage on the Eastern side of Marble Ridge Road. The parcel was created in 2005 and is subject to the Watershed Protection District provision for lot created after October 24, 1994. Below please find my review of the following plans submitted to this Department: Plan titled: Site Plan 249 Marble Ridge Road North Andover, MA Assessors Map 37D, Parcel 16 Prepared for: Belford Construction, Inc. 1049 Turnpike Street North Andover, MA 01845 Prepared by: New England Engineering Services 60 Beechwood Drive North Andover, MA 01845 Scale: 1"=20' Date: April 1,2005, Revised 4/27/05, 5/26/05, 7/20/05, 10/27/05,2/3/06 Sheets: 1 -4 Section 7.3- Setbacks: Proposed structure meets the required yard setbacks of 10' feet back and sides as stated in Section 4.121(7) Section 7.4—Building Heights:NA GENERAL COMMENTS ❑ As stated previously,the applicant filed concurrent applications with the Zoning Board of Appeals. The first public hearing will be later this month. ❑ The Applicant requested that the outside review by the Town's consultant be waived due to the type of project and limit of impact. ❑ The Division of Public Works reviewed the application and determined that there were no issues involving the proposed activities. See attached March 7, 2006 letter to New England Engineering Services regarding driveway concerns. RECOMMENDATION ❑ Continue the application pending the outcome of the Zoning Board of Appeals decision to approve/deny the variance to construct a new permanent structure within the non-disturbance zone in accordance with Section 4.136.3.c.ii.3 of the Town Bylaw.