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HomeMy WebLinkAboutApplication - 69 SOUTH BRADFORD STREET 9/22/1998 JOYCE" B2M Ll, ]i.kVl '0iNG1i-:wv�� _ 3 1 Town of North Andover Planning Board _ ;:�>j�r y:»t Viso-»33tr.�>�rsx.�.kn>oa.,,:3:::::3::»s.;::;t:_n»ranrnH�rnrnnr�ii:::?„�: ::3i::a r�rr,:�r���r�nrinn�n��n»usars»sws:>n> u+>a»rasra�wssm>nM smwarranri.»riirir - ''.... tt K Ksrs ttsusssr.:sssssuttsuw.s3usss��...,......,,� .x�.z,..s„fcc%uucuussuiiiii.s...ssiss,.,...,,w ssyusssuss�.�w.....,..,ssuss,.ssssusu�cus^..s.�.».;su � •••,��;; ttttttuusssttsssssss,,si�.s/�i�yiii%iiiii . Please type or print clearly. __.-- -- _l.._-- Petitioner: Ronald & Joanne Cuscia Address: 770 South Bradford Street, North Andover, MA 01845 :- _ Telephone number: (978) 688-6271 -- 2. = Owners of the Land:Karl Arsenault - Address: 34A Elm Street, North Reading, MA 01864 - = Telephone number: (978) -6-64-2373 -° Number of years of ownership: 5 years If applicant is not the owner, please state interest in property:Prospective Purchaser- 3. Request for a Special Permit under Section 4. 136 of the North Andover Zoning Bylaw to demolish an existing barn and dw 1 l ing and rarnngtr>>rt - single family home located within the Watershed Protection nstri-pt -- Proposed dwelling will be located within the limits of existing disturbance-.' - currently occupied by the existing buildings : Stormwater runofffyill- be - mitigated by a biofilter Swale and dry wells. - 4. Location of Property: 69 South Bradford Street Zoning District: R-1 _ Assessors: Map: 103 Lot#: 34 Registry of Deeds: Book#:: 3709 Page#::. 164 5. Existing Lot: _ Lot Area(Sq.Ft.): 43,562 Building Height: Unknown Street Frontage: 251.86 Side Setbacks: 41' , 79' Front Setback: 8.5' (closest) Rear Setback: 82.8' Floor Area Ratio: N/A Lot Coverage: N/A 6. Proposed Lot (if applicable): No changes to lot lines proposed. Lot Area (Sq.Ft.): 43,562 Building Height: 24' Street Frontage: 251.86 Side Setbacks: 53.5' , 103. 1' Front Setback: 12.5' (closest) Rear Setback: 86.9' Floor Area Ratio: N/A Lot Coverage: N/A 7. Required Lot (as required by Zoning Bylaw): Lot Area(Sq.Ft.): 87,120 Building Height: 35' (max) Street Frontage: 175' Side Setbacks: 30' Front Setback: 30' Rear Setback: 30' Floor Area Ratio: N/A Lot Coverage: N/A K.-_-Existing_Building(if applicable): Ground-Floor (Sq.Ft.):86.6 _ #of Floors: 2-2.5 TOt Ft.: - Z©38 Height: Unknown USe .L Residential - - - Type of Construction: Woad frame - 9. - Proposed Building.- -- -Groixaf£Fl-o`o _(Sq.Ft):- 1.500 #of Floors: 2 = - Total Sq Et 2190 Height: -241 =� Residei�tia. = ` - --- Use -r- Type of Construction: Wood frame { 10. FTas therebeen a previous application for a Special Permit from the Planning Board on these.premi`ses? _If so, when and for what type of construction? ~ The applicant is unaware-of an _previous applications.- 11._ _Petitioner and.Landowner signature(s): Eyery"application for a Special Permit shall be made on this form which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's Office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this responsibility. The petitioner shall be-responsible for all expenses for filing and legal notification. Failure to comply -� - with application requirements, as cited herein and in the Planning Board Rules and regulations may result in a dismissal by-the Planning Board of this application as incomplete. Petitioner's Signature: Print or type name here: Ronald Cuscia Owner's Signature: -- W- Print or type name here: Karl Arsenault (see attached authorization letter) T OF PARTIES OF INTEREST JEGT PROPERTY PARCEL ILOT NAME " ADDRESS TTER:S PARCEL JLOT NAME _. ADDRESS zj 7 I I I i i I I . i I AU u$4 �L kqA j o So JIL Q«Av"A Y+,e-+ A /`l -AOVeT drN cmc, �ae�nnC 1�U$C i,::c 0 7.7v Ste" k- Uct:iA TbA S`FtJ 141A Arc VCrj JR)c aJv��ir� Pic-rf'; - Qncl a��� �a -e� �e�M 1 s n 1! AtI6 r+ 7E Z3 73 �¢ \ _oar �0 oor X ,fir _sc �a \ 4� "' a.� - v LO O �. --- '" -: o / \o 1 N N - 3 � � } S4 ----- -- ° cn o r+ �, I 4, .. 4 ° d i Q �4 0' { 040 -P r( Q� z Q * + o o (n 0 o l P4 m 0 LO (D � coq � o -4. + v r �aa) m E m 3 4-1 4-3 ° �° ° � a O 0 O O +1 N � N }� r r-1 �4 is f~ q4 W 0+ .IJ 4 a r I . w O O Drainage calculations to accompany a Notice of intent for Joanne & Ronald cuscia North Andover, Mass. September 1998 ti i 16715 1S JOSFPH J. SERWATKA u fVA '! 11T s c Narrative The following drainage analysis is presented to demonstrate treatment of runoff associated with the proposed reconstruction of a single family dwelling off South Bradford Street, in North Andover, Ma. The proposed site conditions are analyzed to determine peak rate and volumes of runoff associated with the 100 year, 24 hour storm. The analysis is performed using "Hydrocad", a computer program.for generating peak rates of runoff and hydrographs, based on the TR-55 and TR-20 methods developed by the United States Soil Conservation Service. A drywell system is then designed and sized to treat and infiltrate the runoff associated with the proposed site development. The method of runoff mitigation proposed is based on the BMP's (i.e. Best Management Practices) developed and recommended by the Massachusetts Department of Environmental Protection. It is proposed to redevelop the site with a single family residential dwelling and associated driveway. The dwelling will be located on the upland along the eastern property line, and serviced by municipal water and sewer. The runoff and volume is proposed to be treated and infiltrated by the installation of a shallow drywells which will capture runoff from the impervious roof surfaces and allow it to infiltrate into the ground. This method will provide both mitigation and treatment of runoff. Runoff from the proposed site is calculated as 0.4 cfs for the 100 year, 24 hour storm. The volume associated with this event is 0.03 acre-feet. In conclusion, the proposed redevelopment of the site will not will not cause a significant degradation of the quality or quantity of water in or entering Lake Cochichewick. The on-site drywell system will serve to infiltrate the runoff generated from the roof surafces as well as provide treatment. Calculate infiltration rate from the proposed drywells; Use percolation rate of 15 minutes per Inch (conservative) Area available for infiltration is approximately 500 s.f. Perc rate; 15 minrn = 180 min/c.f. = 10,800 sec/ft. 500 s.f. area/(1 Q,800 sec/ft) = 0.05cfs out of basin Data for CUSCIA Page 1 TYPE III 24-HOUR RP, `FALL= 7.0 IN Prepared by Applied Microcomputer Systems 27 Jun 98 HydroCAD 4 00 000821 (c) 1986-1995 Applied Microcomputer Systems 4ATERSHED ROUTING 1 OSUBCATCHMENT F] REACH Q POND I I LINK �UBCATCfIlKENT 1 = BUILDING RUNOFF -> )ata for CUSCIA Page 2 TYPE III 24-HOUR RA` FALL= 7 .0 IN )repared by Applied Microcomputer Systems 27 Jun 98 tydroCAD 4 .00 000821 (c) 1986-1995 Applied Microcomputer Systems RUNOFF BY SCS TR-20 METHOD: TYPE III 24-HOUR RAINFALL= 7 .0 IN, SCS U.H. RUNOFF SPAN = 5-20 HRS, dt= .05 HRS, 301 POINTS >UBCAT AREA Tc WGT'D PEAK Tpeak VOL (UMBER (ACRE) - (MIN) —GROUND COVERS (%CN) -- CN C (CFS) (HRS) (AF) 1 . 06 5 . 0 100098 - - - 98 - .4 12 . 05 . 03 Data for CUSCIA Page 3 TYPE III 24-HOUR RA 'FALL= 7.0 IN Prepared by Applied Microcomputer Systems 27 Jun 98 IvdroCAD 4 . 00 000821 (c) 1986-1995 Applied Microcomputer Systems 3UBCATCHMENT 1 BUILDING RUNOFF PEAK= .4 CFS @ 12 .05 HRS, VOLUME= .03 AF ACRES CN SCS TR=20 METHOD .06 98 BUILDING TYPE III 24-HOUR RAINFALL= 7. 0 IN SPAN= 5-20 HRS, dt=. 05 HRS lethod Comment Tc (min) )IRECT ENTRY Segment ID: 5 .0 SUBCATCHMENT 1 RUNOFF BUILDING RUNOFF .40 .35 AREA= .06 AC Tc= 5 MIN .30 CN= 98 .25 SCS TR-20 METHOD 20 TYPE III 24-HOUR 3 RAINFALL= 7 .0 IN O . 15 LL 10 PEAK= 4 CFS @ 12 .05 HRS . 05 UOLUME= . 03 AF �D h CD Nr to lC) m TIME (hours) JaLa Lor C.USCIA Page 4 TYPE III 24-HOUR RA"---FALL= 7.0 IN 'repared by Applied Microcomi-ter Systems 27 Jun 98 IydroCAD 4 00 000821 lc) 1986-1995 Applied Microcomputer Systems SUBCATCHMENT 1 RUNOFF PEAK- 4 CFS @ 12 ,05 HOURS HOUR 0 .00 05 10 15 20 25 0 35 40 45 5 .00 0 . 0 0 .0 0 . 0 0 .0 0 .0 0 . 0 0 .0 0 .0 0 .0 0 .0 5.50 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0 .0 0 . 0 0, 0 6 .00 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 6.50 0. 0 0.0 0. 0 0.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 7 .00 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 7.50 0. 0 0.0 0.0 0.0 0 . 0 0 . 0 0.0 0.0 0.0 0. 0 8 .00 0 .0 0 .0 0.0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 8 .50 0.0 0 .0 0.0 0 .0 0.0 0 .0 0 .0 0.0 0 .0 0. 0 9 .00 0 . 0 0 .0 0.0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 9 .50 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0 . 0 0.0 0.0 10 .00 0 . 0 0 .0 0.0 0 .0 0 .0 0 . 0 0 .0 0 .0 0 .0 0 . 0 10 .50 0 . 0 . 0 .0 0.0 0 . 0 .0 .0 0 .0 0 .0 0 . 0 0 .0 0 . 0 11 .00 0 . 0 0 . 0 0 . 0 0 .0 0 .0 0 .0 0 .0 0 . 0 0 .0 0 .0 11.50 0. 0 .1 .1 .1 .1 .1 .1 .2 .2 .2 12 .00 .4 .4 .3 .2 .2 .2 .1 .1 12 .50 .1 .1 0.0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 13 .00 0 . 0 0 .0 0. 0 0 . 0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 13 .50 0. 0 0 .0 0.0 0 .0 0 . 0 0 . 0 0.0 0 .0 0 .0 0.0 14 .00 0 . 0 0 .0 0 .0 0 . 0 0 .0 0 . 0 0 .0 0 .0 0 .0 0 .0 14 .50 0.0 0 .0 0.0 0 .0 0 .0 0 . 0 0 .0 0 .0 0 .0 0 . 0 15 .00 0 . 0 0 . 0 0.0 0 . 0 0 . 0 0 . 0 0 .0 0 .0 0 .0 0 .0 15 .50 0 .0 0 .0 0. 0 0 .0 0 .0 0 . 0 0 .0 0 . 0 0 .0 0 . 0 16 .00 0 . 0 0 . 0 0 . 0 0 .0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 .0 16 .50 0 . 0 0 .0 0.0 0 .0 0 .0 0 .0 0.0 0 .0 0 .0 0 .0 17 .00 0 . 0 0 . 0 0. 0 0 .0 0 .0 0 .0 0 .0 0 . 0 0 . 0 0 .0 17 .50 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 18 . 00 0. 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 18 .50 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 ,0 19 . 00 0. 0 0. 0 0. 0 0. 0 0. 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 19 .50 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 . 0 .0 0 .0 20 .00 0. 0