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HomeMy WebLinkAbout20180906 WSP Waiver Request - Waiver - 209 JOHNSON STREET 8/28/2018 Corey and Christine Fritts 209 Johnson Street North Andover, MA 01845 978-258-7265 frittsfamily@vahoo.com August 28,2018 To Whom It May Concern: We,Corey and Christine Fritts,the homeowners of 209 Johnson Street, request from the Planning Board a waiver from obtaining a Watershed Protection District Special Permit. We request this waiver in order to build a deck on the back of our home. We believe that such a structure adds to the longevity and value of our home. We recently removed an existing structure that had been there when we purchased the home and was very unsafe. We understand that our project lies within the watershed 100 ft non- disturbance zone. The proposed structure consists of replacing the pre-existing deck which has been removed,along with additional space,for a total of approximately 400 square feet. In addition,we wish to replace the current patio pavers with standard concrete patio pavers. (Please see attached paperwork for exact outline of the project.) We believe this project will not only conserve, but add to the value of our property,as we are using high-quality, long-lasting materials. There will not be any impact to the topography of the land,since we are using helical piles,which do not require large holes to be dug. In addition,there will not be any impact to the any wetland resource areas. As a plan for erosion control,we will place a filtration sock along the Buffer Zone Resource Area. We agree to have the Town Planner perform a minimum of two inspections during the construction process. Further,we agree that the Town Planner may stop construction if the proper erosion control is not in place. The construction for this project is scheduled to begin on,or around,September 24,2018, and is expected to last no more than 4 weeks. ! We thank you for the opportunity to present to you. Sincerely, i 1 Corey and Christine Fritts � violator schedule o[cnmy|ituioc including cleanup of-spilled ooute6x|s. Such muhodu|c sbuU allow for the immediate corrective action to take place. TNs compliance Schedule must bc reasonable in nc|m1|on to the public health hazard involved and tile difficulty n[comp|iunoc. In no event shall more than thirty (30) days be allowed for either compliance or hrialization ofa plan f*or longer term uf compliance. Said schedule ofcompliance shu|| bc Submitted\o the SPGAD/, approval subsequent to the violation. Said agent ofthe SpG& dhu|| notify the Building Inspector of any violations of the Schedule of'cornpliance or ol'any 111HUN to satisfy the requirements of this paragraph. (l9q8/25). 7. In any portion, sentence, clause or phase of this regUlati011 shall be held invalid for any reason', the remainder m[this 2|y|uw obu|| continue in full K,ncc. S. Waiver of Watershed Protection District Special Permit 1) When ally Coll Struct ion proposed on -,in existing structure within the Watershed Protection District will [lot expand tile existing lootprint of'a structure. and will not disturb existing topography, and is a proposal oil town sewer. the Planning Board may determine. without a public hearing, that submission of a watershed protection district special permit is not required. However. in order to obtain such a waiver. ail applicant Must schedule and agree in writing R)r In tile Town Planner to perflorm a minimum oftwo inspections dUring the construction process to ensure proper erosion control is established during construction; the applicant must also agree in writing that tile ']'own Planner call Stop COnStrUCtiOn ifthe proper erosion control is not in place. For all proposals oil septic. this section will not apply, and all applicants should refer to Sections 4.1 36(3)(a)(b)(c) and (d) ofthe Town ol'North Andover Zoning Bylaw, 2) 'file applicant must request a �\-aiver frotil obtainino a %Vatershed Protection District Special Permit in writing and rnay be required to submit supporting documentation, including but not limited to. proposed plans and correspondence depicting the proposal. Tile waiver request will be discussed at a regular meeting of the Planning lioard. (Section 4.1 3)6 rewritten and reoruanized at tile Tivlav 1, 1995 Annual Town iMecting, Article 38)4.137F]ood Plain District(|09�{39) 4.137FloodldainDistrict __ STATEMENT OF PUIZPOSE The purpose o[dhc floodp|o|o District isto: u. Ensure public safety dbmueh redudro tile threats W life and personal i ju,y b. Eliminate new hazards tocuucroeooy response officials, c Prevent the occurrence of public cnncr�cnciomrcxu|bnAhnnn water quality. contamination, and pollution due (oflooding. d. Avoid the loss of utility set-vices which if damaged by flooding would disrupt ur Shut down Ale o(i|- network and impact regions of the community beyond the site o[flooding: e. Eliminate costs associated with the response and cleanup of flooding conditions; [ Reduce damage to public and private property resulting (rom flooding waters. ~` FLOODPLAIN DISTRICTBOUNDARIES AND BASE FLOOD EVALUATION AND FLOODWAY DATA The Flood Plain District is herein oxbsbUshcd as uo overlay district and includes all special flood hazard areas rvhb\o the Town o[Nodh Andovcrdeoinnm1ed as Zone /\ and /\E oil the Essex County Flood Insurance Rate Maps (FD<Ma) issued hn the Federal EImor�encyKJunugmmcn1 57 � Town of North Andover, MA Page 1 of 1 Town of North Andover,MA Thursday,August 23,2078 Chapter 195. Zoning ARTICLE 4. BUILDINGS AND USES PERMITTED Part 5. Watershed Protection District § 195-4.24• Waiver of special permit. A. When any construction proposed on an existing structure within the Watershed Protection District will not expand the existing footprint of a structure, and will not disturb existing topography,and is a proposal on Town sewer,the Planning Board may determine, without a public hearing, that submission of a Watershed Protection District special permit is not required. However, in order to obtain such a waiver, an applicant must schedule and agree in writing for the Town Planner to perform a minimum of two inspections during the construction process to ensure proper erosion control is established during construction;the applicant must also agree in writing that the Town Planner can stop construction if the proper erosion control is not in place. For all proposals on septic,this section will not apply, and all applicants should refer to§195-4..19A, B, C and D of this bylaw. B. The applicant must request a waiver from obtaining a Watershed Protection District special permit in writing and may be required to submit supporting documentation, including, but not limited to, proposed plans and correspondence depicting the proposal. The waiver request will be discussed at a regular meeting of the Planning Board. https://ecode360.com/print/NO1118?guid=32683093 8/23/2018 PFS Land -_ Survey igjnc. N4�36'-E 20 Batch Avenue IVF A10 77. 5' Gm —pf MA 01834 P 508.446.0781 �.�. }vrvw.pfsland.com _ General Notes 1) THE BOUNDARY LINES AND EXISTING CONDITIONS SHOWN ON THIS PLAN ARE INF A9 BASED UPON AN ACTUAL SURVEY CONDUCTED BY PFS LAND SURVEYING INC. IN JUNE 2018 AND FROM DEEDS AND PLANS OF RECORD. I 2) HORIZONTAL DATUM IS BASED ON PLAN 0 11869. 3 LOT AREA WF 1'y`4 I � 3) THE LOT IDES ENTIRELY WITHIN ZONE ;( ss,3ss5.F. d - (AREA OF MINIMAL FLOODING) AS o w EROSION SHOWN ON THE FLOOD INSURANCE r6 ACONTROL ' do RATE MAP FOR THE TOWN OF NORTH 0) N ANDOVER,MASSACHIJSETTS, COMMUNITY 03 PANEL I'•IUMBER 250009 CO236 F, ' w EFFECTIVE DATE JULY 3, 2012. o 4) THE WETLANDS SHOWN ON THIS FLAP) col WF A6 n WERE FLAGGED BY NORSE o J�E STAIRPROPOSED _ / Z ENVIRONMEfV TAL SERVICES, INC. ON PROPOSED m 7/26/18 AND LOCATED BY PFS LAND P 1�s 4 DECK 8 SURVEYING, INC. COAC. ;) THE PROPERTY SHOWN ON THIS PLAIN �v m IS APPROXIMATELY 3,490' +;- FROM WF A4 " / WATER MARK. OF LAKE AlMSTINGINF THE HIGH WF A3 IV goo° STRUCTURE 1r J COCHICHEWICK. $/ SfitUCTURE P�H O=riyss 6) THE PROPERTY LIES III ZOPIIP.G DISTRICT RESIDENTIAL 3 WITH BR. G. 11 WETLANDS PROTECTIOPI DISTRICT NM1aa�es rl DRIVE OVERLAY PLAI\J OF LAND � o / luoe'¢ %09 JOHNSON STREET NO' 5 17"W ° 75.00' 1' �T� O IR T 30 0 30 60 �S1 t L'1 �) ���" iT � ���� SCALE IN FEET N -P JOHNSON STREET a+°� �Sa�a�E IMASSACHUSETTS SCALE: 1"=30' DATE: AUGUST t NORSE ENVIRONMENTAL SERVICES, INC. 92 Middlesex Road, Unit 4 Tyngsboro, MA 01879 August 8, 2018 TEL. (978) 649-9932 a FAX(978) 649-7582 Website: www.norseenvironmental.com Corey Fritts 209 Johnson Street North Andover, Ma. Re: Resource Area Delineation 209 Johnson Street North Andover, Ma Mr. Fritts; Norse Environmental Services flagged the resource areas at the above site on 7/26/18, The resource areas on site include a Bordering Vegetated Wetland as defined in 310 CMR 10.55(2) and a pond with associated bank as defined in 310 CMR 10.54(2). The wetland was flagged in the field with blue ribbon and metal tags labeled 1A-14A. The Essex County Soil Suivey maps the site as a Ridgebury. These consist of nearly level and gently sloping, deep(5+ ft.). They are a compact soil and often they have a seasonal high water table at 18 to 24 inches. The Bordering Vegetated Wetland primarily that area to the back of the yard behind the fencing, it is a red maple swamp and the overstory consists of the following vegetation; red maple (Acer rubrum), white pine (Pines strobes) and white ash (Fraxinus Americana). The understory consists of glossy buckthorn (Rhamnus fiangula) and arrow-wood (Viburnum dentatuin). The herbaceous layer consists of sheik cabbage (Syinplocarpus foetidus), cinnamon fern (Osmunda cinnamomea) and sensitive fern (Onoclea sensibilis) and a lot of jewelweed(Iris capensis). The site is not located within Estimated/Priority Habitat Area as designated by the Natural Heritage & Endangered Species Program. The USGS Topographic mapping shows and area of riverfront(perennial stream) off the lot to the south with a small section of river between the pond and a second pond to the west, this area of riverfront would be off of the subject property. The proposed work will not have a detrimental impact on the runoff to Lake Cochichiwek. If you have any questions or concerns regarding the above information please do not hesitate to call Sincerely,, y Steven Eriksen � 1 GL�V I Vl 1 r-� OLIVER:MassGIS's Online Mapping Tool L,' ,tF u t Solls Polygons with Map>mit Names � a Tiled Layers State Facilities r' Census 1990 Census 2000 Census 2010 Coastal and Marine Features ° k Ilk conservation l Recreation a $S Areas of Critical Environmental Concern ACEC: y Community Preservation Act Natural Heft 9e Data f _ BioMap2 w NHESPEcoregions r ti Check all Uncheck all Remove all o� idtUSGS Topographic Maps �. J Tax Parcels for 4uery � Detailed Features �Tax Parcels y' S 14ISlNAures Tax Parcels fbr QLery 14•�'. 45.31 45 m '.. �. M..Gls T y_ Featu Basemaps http://maps.massgis.state.ma.us/map_ol/oliver.php 7/9.5001 S2 a Soil Map—Essex County Massachusetts,Northern Part a (209 Johnson Street-No Andover) a � 3070 3mm 327210 327233 3272m 327Z70 32rM 327310 3vm 327370 4r 4Q42'N I t I 4P 41r42.'N �r 0 Q tiC • 'Q R t y � n` y 1 u at `"'I 42°40 37N 327170 m7190 327111 327230 327J50 327P70 3zm 327d10 327MO 3r3m 327370 � 3 m Map Scale:1:1,000 f ptirted on A lardscape(11"x 8SI stm m Memrs N o 10 20 40 Feet 0 45 90 180 270 Map pojecdon:Web Meter Coma madvtate;.WGS84 Edge tics:UTM Zone 19N WG584 Natural Resources Web Soil Survey 7/2 512 0 1 8 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Essex County,Massachusetts,Northern Part (209 Johnson Street-No Andover) MAP LEGEND MAP INFORMATION Area of Interest(AOI) Spoil Area The soil surreys that comprise your AOI were mapped at Area of Interest(AOI) Stony Spot 1:15,800. Soils Very Stony Spot Warning:Soil Map may not be valid at this scale_ Sol.Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil Other line placement.The maps do not show the small areas of Soil Map Unit Points Special Line Features contrasting soils that could have been shown at a more detailed Special Point Features scale. Blowout Water Features Streams and Canals Please rely on the bar scale on each map sheet for map Borrow Pi[ measurements. Transportation Clay Spot Rails Source of Map: Natural Resources Conservation Service Closed Depressicn Web Soil Survey URL: Interstate Highways Coordinate System: Web Mercator(EPSG:3857) Gravel Pit US Routes Maps from the Web Soil Survey are based on the Web Mercator Gravelly Spot projection,which preserves direction and shape but distorts Major Roads distance and area.A projection that preserves area,such as the Landfill Local Roads Albers equal-area conic projection,should be used if more Lava Flow Background accurate calculations of distance or area are required. Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. Mine or Quarry Soil Survey Area: Essex County,Massachusetts,Northern Part Miscellaneous Water Survey Area Data: Version 13,Oct 6,2017 Perennial Water Soil map units are labeled(as space allows)for map scales Rock Outcrop 1:50,000 or larger. Saline Spot Date(s)aerial images were photographed: Aug 29,2014--.Sep 19,2014 Sandy Spot The orthophoto or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor Sinkhole shifting of map unit boundaries may be evident. Slide or Slip Sodic Spot a Natural Resources Web Soil Survey 7/25/2018 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Essex County,Massachusetts,Northern Part 209 Johnson Street-No Andover Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 1 Water y 0.5 11.2% 70l3 iRldgebury fine sandy loam,3 1.3,— 29.7% to 8 percent slopes 305C Paxton fine sandy loam,8 to 1.7 38.8%' j 15 percent slopes 310C 'Woodbridge fine sandy loam,8 0.91 20.3% to 15 percent slopes Totals for Area of Interest r 4.41 100.0% u,_ Natural Resources Web Soil Survey 7/25/2018 Conservation Service National Cooperative Soil Survey Page 3 of 3 National Flood Hazard Layer FIR ette FEMA Legend 42°40'53.70°N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR RRM PANEL LAYOUT without Base Flood Elevation(BFE) V.A99 a ae With BFE or Depth vs,AR HPAZARD AREAS �h 2—As.Ao.A m , 4 EAS Regulatory Fhwdway n u4' Aft 02%Annual Chance Flood Hazard,Are of 1%annual chanceflood with average k. :} depth less than one foot or with drainal •.a• areas of less than one square mile . • „µ , Future Condition 1%Annua{ Chance Flood Hazard .re �; � • Area with Reduced Flood Risk due to ' 4ke OTHER AREAS OF Levee.See Notes. ` h FLOOD HAZARD Area with Flood Risk due to Levee t o scReE Area of Minimal Flood Hazard ,`' i Effective LOMRs �• a.• " .t ,� , ,: Psi ... OTHER AREAS Area of Undetermined Flood Hazard:.. t GENERAL Channel,Culvert,or Storm Sewer STRUCTURES i t i t 1 t t Levee,Dike,or Floodwall ra Y Cross Sections with 1%Annual Chance �zs Water Surface Elevation ••('tillNlh1laL ?I Coastal Transect '�i�lt�iti :, • .y �� ,,� �a-- Base Flood Elevation Line(8FE) P Limit of Study Jurisdiction Boundary Coastal Transect Baseline OTHER y Profile Baseline FEATURE ___ } Hydrographic Feature Digital Data Available No Digital Data Available t� MAP PANELS Unmapped . The pin displayed on the map Is an approxima- � ' point selected by the user and does not repres an authoritative property location. x v This map complies with FEMA s standards for the use of digital flood maps If it is not void as described below. ` The basemap shown complies with FBWs basemap accuracy standards ' The flood hazard information Is derived directly from the authoritative NFHL web services provided by FEMA.This map was exported an','25f`2O1b at3:065 3 f PM and does not a •' reflect changes or amendments subsequent to this date and time.The NFHL and effective information may change or '�•• become superseded by new data overtime. This map image is void it the one or more of the following map w elements do not appear.basemap Imagery,flood zone labels, legend,scale bar,map creation date,community Identifiers, 42°40'27.25°N FIRM panel number,and FIRM effective date.Map images for Feet 1;6r000 unmapped and unmodemized areas cannot be used for 0 250 500 1.nnn 1 .rinn 9 nnn regulatory purposes. Page 1 of 1 == OLIVER:MassGIS's Online Mapping Tool t&t li is s r Available Soils Polygons with Mapunit Names ` 174 Tiled Layers M1, `k State Facilities M� t Census 1990 Census 2000 Cenws 2070 Coastal and Marine Features 37� Conservation/Recreation \ t Areas of Critical Environmental Concern ACEC: Community Preservation Act 2y) . Natural Heritage Data SloMap2 JD k ` NHESP Ecoreglons kll fi 'rl '2$i Acume cuts La TEM S7 2 w Check all Unchack all Remove all E�jPatential Vernal Pools ./jNHESP Priority Habitats of Rare Species . — 32 � rt � yi�NHESP Estimated Habitats of Rare Wildlife f.tp � - '�u 1 i ill 4 r j`' .IINHESP Certified Vernal Pools tia4 7kl 4 .^�" , +Tax Parcels for Query Is t � Ll� � 2 Potxntial Vernal Pools pr '' 233 {y t ak NHESP Priority Habitats of Rare Species 10 k t9 NHESP Estimated Habitats of Rare Wildlife h 2T t=%, ., d NHESP Certified Vernal Pools ,. sc/y c f„ . ids '0, �° 202.270A M ISTopogreph¢Feaw Tax Parcels for Query - Pasamaps -^oacaic ctntP ma im/matt nl/nFaPr„1,*, '7 Plc/7nt 0 Abutter to Abutter( ) Building Dept. ( ) Conservation ( ) Zoning ( ) Town of North Andover Abutters fisting 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 97 18 Corey Fritts 209 Johnson Street,North Andover,MA 01845 Abutters Properties Map Parcel Name Address 97 7 Marguerite Davis 174 Johnson Street,North Andover,MA 01845 97 8 Randal Lilly 230 Johnson Street,North Andover,MA 01845 97 21 Armitage Realty Trust 695 West Glendale Road,Webster Groves,MO 63119 97 23 Kelly Driscoll 173 Johnson Street,North Andover,MA 01845 97 31 Richard Mallen 250 Johnson Street,North Andover,MA 01845 97 33 Jeffrey Thompson 44 Sutton Hill Road,North Andover,MA 01845 97 45 David Davies 147 Sandra Lane,North Andover,MA 01845 97 46 Nupath,Inc 245 Johnson Street,North Andover,MA 01845 97 52 Richard Fain 242 Johnson Street,North Andover,MA 01845 97 53 John Breshahan 233 Johnson Street,North Andover,MA 01845 97 54 Conte Third Street Realty Trust 236 Johnson Street,North Andover,MA 01845 97 55 Joseph Bruno 20 Johnson Circle,North Andover,MA 01845 97 65 Earl Zimmerman 50 Sutton Hill Road,North Andover,MA 01845 97 67 Eric Imparato 165 Sandra Lane,North Andover,MA 01845 97 68 Joseph Turk,Jr 151 Sandra Lane,North Andover,MA 01845 97 69 Frank Graceffa 143 Sandra Lane,North Andover,MA 01845 97 93 Stephen Lu 52 Sutton Hill Road,North Andover,MA 01845 This certifies that the names appearing on the records of the Assessors Office as of Certified by: Residential Property Record Card Parcel ID: 210/097.0-0018-0000.0 MAP: 097.0 BLOCK: 0018 LOT: 0000.0 parcel Address: 209 JOHNSON STREET FY: 2017 PARCEL INFORMATION Use-Code: 101 Sale Price: 515,000 Book: 13562 Road Type: - T Inspect Date: 08/08/2014 Owner: Tax Class: T Sale Date: 0 7/2 212 01 3 Page: 210 Rd Condition: P Meas Date: 08/08/2014 FRITTS,COREY,M. Tot Fin Area: 2689 rSale Type: P Cert/Doc: Traffic: M Entrance: X Address: Tot Land Area: 1.270 Sale Valid: Y Water: Collect Id: RB 209 JOHNSON STREET Sewer: Grantor: CZAJKOWSKI Sewer: Inspect Reas: S NORTH ANDOVER MA 01845 Exempt-B/L% 010 Resid-B/L% 1001100 Comm-B/L% 0/0 Indust-B/L% 010 Open Sp-B/L% 0/0 RESIDENCE INFORMATION LAND INFORMATION Style: CL Tot Rooms: 6 Main Fn Area: 1690 Attic: NBHD CODE: 7 NBHD CLASS: 7 ZONE: R3 Story Height: 1.85 Bedrooms: 3 Up Fn Area: 999 Bsmt Area: 1658 Seg Type Code Method Sq-Ft Acres Influ-YIN Value Class Roof: L Full Baths: 2 Add Fn Area: Fn Bsmt Area: 750 1 P 101 S 43560 1.000 N 224,334 Ext Wall: WS Half Baths: 1 Unfin Area: Bsmt Grade: 2 R 101 A 0.270 N 2,052 Masonry Trim: Ext Bath Fix: Tot Fin Area: 2689 Foundation: CN DETACHED STRUCTURE INFORMATION Bath Qual: T RCNLD: 306005 Kitch Qual: T Eff Yr Built: 1980 Str Unit Msr-1 Msr-2 E-YR-Bit Grade _Cond %Good P/F/E/R Cost Class Mkt Adj: Heat Type: HW Ext Kitch: Year Built: 1953 PT S 407 1988 A A W83 2,400 Sound Value: Fuel Type: O Grade: AG Cost Bldg: 306,000 VALUATION INFORMATION Fireplace: 1 Bsmt Gar Cap: Condition: G Aft Str Val1: Current Total: 534,800 Bldg: 308,400 Land: 226,400 MktLnd: 226,400 Central AC: N Bsmt Gar SF: Pct Complete: Att Str Va12: Prior Total: 510,800 Bldg: 282,200 Land: 228,600 MktLnd: 228,600 Aft Gar SF: 484- %Good P/F/E/R: //100/80 Porch Type Porch Area Porch Grade Factor E 80 W 192 Sketch Photo 16 12 192 S 3 22 15 8 42 5 $ 484 Sq_ @2 FU'0 85 r 28 FIM&Sq_Ft 28 1658 Sq_Ft �� 12 � i rp 209 JOHNSC)N STREET VOM-i) Dinin� 1 I I T I I i C '