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29-016 (4) . - , - . - -.- • a .1■3 til : ri1.1]'1 1 T: 1 15 '1,) x .< 0 23 1 .41,..x ,f- rn _ ri __. _--- -- -- ----:::'''r-r--:'''':'I — _..__ ..__ , , . p _ 4 , 1: ._.____________ ___ ''' ''',.,-'::::: -:-,',' -1,, -' ,„L: ...,,.._ • • - 4 ,., -,.---,■,--- 0 N I ARCHITECT INC LUGOSCH A sm. DFC ,,IAHER 41 .,.. 32 HICKCJIY MA i I f i FLORENCE, ; BETSY FE_ICKDRNE WRIGHT BUILDERS INC. :A .1 SIT!FOOTPRINT W SETBAC KS SCHEMATIC DESIGN . l,)(1- A / 1,,is? . . . ZONING i Minimum Setback Maximum Minimum Required Lot (feet) Building Area Frontage Depth Height Minimum Principal Use (sq. ft.) (feet) _ (feet) Front Side Rear _ (feet) Open Space SR Suburban Residential Zoning District (cont'd) Three- family homes 20,000 100 190 25 15 25 35 75% Townhouse 7,500 per 100 + 10 215 25 25 25 35 70% unit per unit - Planned unit development nonresidential use 20,000 105 190 30 15 30 35 75% Lots within a residential incentive overlay development (§ 350- 10.11) for: Single- family homes 5,000 70 70 15 10 15 35 65% Two - family homes 7,500 75 100 15 10 15 35 65% Three- family homes and townhouses 4,000 per 75 +5 per 130 15 10 15 40 65% unit unit Single - family not listed above 30,000 125 160 30 15 30 35 70% Any other permitted use not listed above 30,000 125 160 30 20 40 35 70% Preexisting nonconforming uses 30,000+ 125 160 30 20 ' 40 35 70% 1,000 per unit URA Urban Residential — A Zoning District Detached accessory structures (but no larger than 1,000 square feet N/A N/A N/A 15 4 4 20 60% of lot coverage unless used for agriculture) See also § 350 -6.7. Accessory structures attached to a principal residential structure, N/A N/A N/A 60 10 10 20 60% used only as a garage, storage space, or workshop, for noncommercial purposes and not for any other used Any other principal use being serviced by on -site water and on -site 80,000 100 120 30 15 30 35 60% sanitary sewage disposal Any principal use in Water Supply Protection Overlay District 80,000 100 120 30 15 30 35 85% (WSP) See §§ 350 -16 and 350 -16.9. Any principal use in Water Supply Protection Overlay District II 80,000 175 120 40 20 50 35 85% (WSP II) with municipal water and /or municipal sewer. See §§ 350- 15 and 350 -15.9. Assisted living residence or nursing home 20,000+ 100 120 30 30 40 35 60% 1,000 per • bedroom Municipal facilities None None None 30 15 30 35 60% NOTE: ZBA may grant a special permit to reduce the front yard setback to 30 feet when it finds it will be no more visually intrusive than a detached structure in the same location. 2 May be reduced to 43,560 square feet (one acre) with a restrictive covenant prohibiting the use of inorganic lawn chemicals, pesticides and herbicides. 350 Attachment 2:3 02 - 01 - 2009 t *§ 350 -15.8 NORTHAMPTON CODE § 350 -16.1 § 350 -15.8. Design and operations guidelines. Businesses and industries shall make provisions for protection against toxic or hazardous materials, discharge or -loss resulting from corrosion, accidental damage, spillage or vandalism, including, but not limited to the following: A. Spill containment and cleanup provisions to prevent hazardous material spillage to the environment; B. Provisions for the prevention of corrosion and leakage of containers storing hazardous materials; C. Provisions for indoor, secured storage of hazardous materials and accumulated hazardous wastes, and for protection from vandalism; and 1 D. Provisions for impervious floor surfaces where hazardous materials are used or stored with no drainage discharge to the environment. § 350 -159. Additional dimensional and density regulations. ' A. The minimum lot size for any use in the Water Supply, Protection District shall be 80,000 square feet. B. The maximum coverage of impervious surface (building, driveways, etc.) shall be 15 %. of any lot, unless a system for artificial recharge of precipitation that will not result in i 1 groundwater pollution is provided and granted a special permit under § 356 -15.7 of these : ! regulations. Notwithstanding anything in this chapter, however, the Building } Commissioner may allow the following without a special permit: (1) Uncovered decks when rainwater can drip between deck boards and fall to the ground and there is no impervious cover below the deck; and/or Up .to a total of 30% impervious cover when roof drainage is captured .b utters ,` (2) eri P g by and drained into an adequately sized dry well such that the area of the roof 1 recharging into the groundwater is equal to or greater than the area of impervious surface in excess of 15 %. No site alterations, structure, or impervious surface shall be placed within 200 feet of any ;' watercourse, including streams which do not flow throughout the year (i.e., which is , i intermittent) but excluding streams which are up- gradient of all bogs, swamps, wet 1 meadows, and marshes, where said watercourse is a tributary to a public water system, unless a special permit is granted under § 350 -153 of these regulations. __ i i § 350 -16. Business Park District ; , i § 350 -16.1. Purpose. m I , I; i 31. Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. 1). . 1: j • I_ } 350:118 12 - 01- 2006 t Al 10. Do any signs exist on the property? YES NO V( IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO "\ IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) ove 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. A LL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION ORMATION This column reserved for use by the Building Department t EXISTING PROPOSED REQUIRED BY ZONING Lot Size r 4 5-1 u ` 4 s 'iv Frontage i Setbacks Front -3 0' ; 0 JO Side L: 35 _.-I R: 2. 4 L: i 6 ' R: Z.. Lt L: /s R: ls---- cs Rear 30 E0, Building Height I 1 y - �� f Building Square Footage 13 ) X6, 0 t Paw, % Open Space: (lot area O minus building Et paved ' v , parking I U 7 �' l " 1 - # of Parking Spaces ____i 7 # of Loading Docks 0 -- Fill: (volume a location) —w — —62 13. Certification: I hereby certify that the information.. taine•, • - - is rue and accurate to the best of my knowledge. A 1 " f Date: f �) Applicant's ii - I '3 � A PP licants Si g natur= 11/41211/ 1 NOTE: Issua of a zoning permit does not re�e j • . n app icant burden to comply with all zoning requirements and obtain all required per E from the Board of Health, Conservation Commission, Historic and Architectural Boards, Depart ent of Public Works and other applicable permit granting authorities. W:\Documents \FORMS \original\Buil ding - Inspector\Zoning - Permit- Application - passive.doc 8/4/2004 ocT File No. /VP/ ZO V G P,. ERMIT APPLICATION 010.2) Please type or print all information and return this form to the Building Inspector's Office with the $15filing fee (check or money order) payable to the City of Northampton 1. Name of Applicant: W r i t B v. ∎\ 1 2 —" IA C.. Address: "[ Re).4,R -S 1 ILG� Telephone: 4( csto 2. Owner of Property: 1 (/i .5tA G Address: 3 1 --( e(1 9 S k 1 Telephone: 5 l O dl 0 3. Status of Applicant: Owner Contract Purchaser Lessee Other (explain) L 4. Job Location: 2- C, sir■ t < Parcel Id: Zoning Map# Parcel# District(s): In Eirn Street District! In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure /Property: 5' t(1,+ -e/ 1•N . 6. Description of Proposed Use /Work /Project / (Use additional sheets if necessary): Q./yt,,1AA.4 , ue,) Cil r � Gy-- - 7. Attached Plans: Sketch Plan Site Plan k Engineered /Surveyed Plans 8. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO DONT KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book Page and /or Document # 9.Does the site contain a brook, body of water or wetlands? NO " DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , date issued: (Form Continues On Other Side) W:\Documcnts \FORMS \original\Buil ding - Inspector\Zoning - Permit- Application - passive.doc 8/4/2004 File t MP- 2010 -0019 .0'v (14' APPLICANT /CONTACT PERSON WRIGHT BUILDERS c G1' ADDRESS/PHONE 48 Bates St (413) 586 -8287 1 j `.n � 1>v5 � � • PROPERTY LOCATION 32 HICKORY DR l ' � 1 MAP 29 PARCEL 016 001 ZONE URA(100) //WSP THIS SECTION FOR OFFICIAL USE ONLY: • PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM LLED OUT Fee P F Building Permit Filled out Fee Paid • Typeof Construction: ZPA - ADDITION & REMODEL - New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOJMATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER : § Intermediate Project : Site Plan AND /OR Special Permit with Site Plan Major Project: Site Plan AND /OR Special Permit with Site Plan A/F, - a pr �m ZONING BOARD PERMIT REQUIRED UNDER: § ,�+✓/� Finding Special Permit Variance* /'' Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street mmission Permit DPW Storm Water Management •,j 2 Signature of Building Official Date. Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning & Development for more information. Northampton Fire Dept. Fees Job: Feick 32 Hickory Drive Florence, MA Floor Squ. Ft. x 0.04 Fee Existing 1st Flr, Garage & Entry 1708 x 0.04 $68.32 Existing Basement 1176 x 0.04 $47.04 One story addition 288 x 0.04 $11.52 TOTAL: $126.88 Hardwired smokes and CO detectors per Code throughout existing house and new addition. Heat detector in existing attached Garage. Building permit application pkg submitted to the Bldg Dept on 1/6/10. Wright Builders mailed $127 check directly to Asst. Chief Duane Nichols at Northampton Fire Dept on 1/6/10. cc: Tony Patillo, Northampton Building Commissioner Asst. Chief Duane Nichols Prepared by Wright Builders, Inc. 1/6/2010 / f ., +��� f Ii t7 t`ci��c Qitl�cii;t t �' • • 3 11 ..1. 131 Af T aser.] , � ; � ' DE'. ENT OF 3L'ILDf.\G IIJS? CTZCNJ y am !N� =�C i OR 212 Main Street. ' Municipal Building `� � Northampton., Mass. 01060 r Scuare. Footage c unt r 1 st = @ ,510 -fr 5-e sillyi,..,_ ii.. 2nd: -?cor @ .3 I 1/2 Flcors, Attic, Garage. a.0 i I Deck, Porches ,61.-0 / r*�' �-/ . — 1 �Q M� - >']1 dtw k �' �'1 E i . lbq te t 0 b '-* I TC i ., /- &_ , L M ,may' / I i. , ie—tiv b VA '0 0 4 ..t.141 t . — oo -- — i it x i .4__ _ • .,. • -. •. . IP • --. 1 i. ENERGY CONSERVATION APPLICATION FORM FOR LOW -RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS X� 780 CMR Appendix J Applicant Name: wP.)� Aii&VW Site Address: 4 4)"" th� 1 Applicant Address: �' PA1VC ST • City/Town: 1 42-G Mir Olb.42 o AdsIP yeti MK Use Group: SiW4't. 1 (41 Date of Application: I(. J 1 b Applicant Phone: Fro S ).1 Applicant Signature: Compliance Path (check one): ❑ Prescriptive Package (Limited to 1- or 2- family wood frame buildings heated with fossil fuels only) Package (A through KK from Table J5.2.1b): Heating Degree Days (HDD , from Table J5.2.1a: (For items d. through i., fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R -value R- b. Glazing Area' sq.ft. g. Floor R -value R- c. Glazing % (100 x b _ a) % h. Basement wall R- d. Glazing U -value U- i. Slab Perimeter R- e. Ceiling R -value R- j. Heating AFUE ❑ Component Performance: "Manual Trade -Off" (Limited to wood or metal framed buildings only) Climate Zone (from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade -Off Worksheet from Appendix J, [and HVAC Trade -Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate (HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: �� a. Gross Wall + Ceiling Area to t o sq.ft. b. Glazing Area' )Y _ • j sq.ft. c. Glazing % (100 x b _ a) ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U -value MINIMUM R- Values Fenestration' Ceiling' Wall Floor Basement Wall Slab Perimeter, Depth 0.39 R -37 R -13 R -19 R -10 R -10, 4 ft 1 Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit, or to area- weighted average of all units. 3 R -30 ceiling insulation may be used in place of R -37 if the insulation achieves the full R -value over the entire ceiling area (i.e.- not compressed over exterior walls, and including any access openings.) ❑ "SUNROOM" addition (greater than 40% glazing -to -wall and ceiling gross area) Attach "Consumer Information Form" from 780 CMR Appendix B. Official's Name: 4 -no A - I "� 7 Official's Signature: Application Approved [V Denied ❑ Date of Approval/Denial: /// z°/© Reason(s) for Denial: (provide additional details as needed on back side) Root Leader Side View Overflow Pipe � I ! Splash Black P Cs with Loc0. I t it t1�li 12 Inches to DryweIt Dry Well / l �r .l:or'•••�q,�.�y.ba= ooO�o:�l�`� Inlet Pipe • 4 .r, °•. .°• o'. '.Q. �•�,�^ u c, n 4'�'C pr ❑ " [a • t! Filler GabnC �l - — -- — — — — n 0 0 ., o ni . C o e f) rtg• !/1 !.roes op. U � e`;`✓�' '.•;' - Saoon and :iQ O C p': i 12 inches to •� "t • -, 6 ° Z + � CSj c o d '� • b � • . \ 54" of Dry Perforations ��� • a�;g • • c :0 Wen tl O•• q- �•Oq:4 • Vp.• • ( ,f Suridrn Q 'i�°'+_',c. to 0 Q'� p'o r/ Foundation „At :- Some Fill >°� o o �:� • ° ° •' b ' o c ;• p o de•i� d� 1.5.3.0 � a • ; c Qab.ol3.. o Aa1 Well _f. d inch �, O U Pertoratcd •� : o• -e�' X01 of 411= � Qptr . Utet�So OI) ' ,%'. �f• .� PVC Ppe. i = 4 b a U e p�•d! t) ^ a +G•` ° '' Archored wrrh eu do oR•: ttl c1 : 4 ., 0 ' 9 ' ° "; • 10 F001 Minimum _ _ _ - + Setback - '4 1! • " .. \1��1 - i ll' . adapted from the University of New Hampshire Maintenance Activity ff Frequency Inspect dry wells. After every major storm in the first few months after construction to ensure proper stabilization and function. Thereafter, inspect annually. • Measure the water depth in the observation See activity well at 29- and 48 -hour intervals after a storm. Calculate clearance rates by dividing the drop in water level (inches) by the time elapsed (hr). Special Features For uncontaminated runoff from non -metal roofs. May be used for runoff from metal roofs located outside the Zone II or Interim Wellhead Protection Area of a public water supply and outside an industrial site. A metal roof is a roof made of galvanized steel or copper. LID Alternative Take advantage of LID site design credit and direct runoff from non -metal roofs to a qualifying pervious area. See Volume 3 for information on disconnecting roof runoff. Consider green roof. Structural Bh9Ps - Volume 2 Chapter 2 page 85 Dry Wells Description: Dry wells are small excavated pits, backfilled with aggregate, and used to infiltrate r- , , • ' uncontaminated runoff from non -metal roofs or - 8 s - ke ■ .-� ' • ° metal roofs located outside the Zone 11 or Interim „ 4 �'lkt. ie. . . Wellhead Protection Area of a public water supply iii . :, : ,, and outside an industrial site. Do not use dry wells - . , .." '*' to infiltrate any runoff that could be significantly " ' .'" "` - contaminated with sediment and other pollutants. . * k..11, . Never use dry wells to infiltrate runoff from land sr . 4'' � r ' � 'T * uses with higher potential pollutant loads, including • °' >- parking lot runoff. .i * ''..�,, ' '" - a .. 1.4 1 tp. } Ability to meet specific standards Standard Description Advantages /Benefits: 2 - Peak Flow 4.1 /A • Applicable for runoff from non -metal roofs and 3 - Recharge Provides groundwater recharge. metal roofs located outside of the Zone Its or IWPA of a public water supply, and outside 4 - TSS 80% TSS removal for runoff from industrial sites Removal non -metal roofs and runoff from • Can reduce the size and cost of downstream metal roofs that are located BMPs and /or storm drains. outside the Zone II or Interim i • Feasible for new development and retrofit Wellhead Protection Area of a i areas public water supply and outside an • Provides groundwater recharge industrial site. 5 - Higher May not be used for runoff from Disadvantages /Limitations: Pollutant land uses with higher potential • Clogging likely when used for runoff other than Loading pollutant loads, May not be used that from residential rooftops. for runoff from metal roofs located • May experience high failure rate due to at industrial sites. clogging. 6 - Discharges Within a Zone II or IWPAmay • Only applicable in small drainage areas of one near or to be used only for runoff from acre or less. Critical Areas nonmetal roofs. Outside a Zone • When located near buildings, potential issues II or Interim Wellhead Protection with water seeping into cellars or inducing Area, may be used for both metal cracking or heaving in slabs and nonmetal roofs provided the • Overflow from roof leader must be directed roof is not located on an industrial away from sidewalks or driveways _ site. 7 - For rooftop runoff from non -metal Redevelopment roofs and from metal roofs located outside a Zone 1I or IWPA and outside industrial sites. Pollutant Removal Efficiencies • Total Suspended Solids (TSS) 80% • Nutrients (Nitrogen, phosphorus) Insufficient data • Metals (copper, lead, zinc, cadmium) Insufficient data • Pathogens (conform, e coli) Insufficient data Structural BMPs - Volume 2 I Chapter 2 page 84 Massachusetts Stormwater Handbook Type i!! 24 -hr Rainfall= 1.29' Pond 2P: Infiltration Trench Hydrograph 0.87 cfs C Inflow 0.9 Inflow Area =0.750 ac l Discarded 0.8 Peak Elev- -4.00' 0 7 Storage =1,212 cf - 0.6 `'' 0.5 0 .4 0.3 0. 0.06 cfs 0 /" 11 12 13 Time (hours) Table 2.3.3. 1982 Rawls Rates Texture Class NRCS Hydrologic Soil Group Infiltration Rate (HSG) Inches/Hour Sand 8.27 > Loamy Sand A 2.41 Sandy Loam 13 1. 2 Loam 13 0.52 Silt Loam C 0.27 Sandy Clay Loam C 0.17 Clay Loam D 0.09 Silty Clay Loam D 0.06 Sandy Clay D 0.05 Silty Clay D 0.04 Clay D 0.02 18 Rawls, Brakensiek and Saxton, 1982 Volume 3: D ocd - re sing Compliance with the \lassacl•t et :s Stormwater Chapter 1 Page 22 Management Standards Li Massachusetts Department of Environmental Protection 32. N rJ oe Drives f Nor44,0w.pi ... Bureau of Resource Protection — Wastewater Permitting Program Me Addressor MAMA Number Form 11 - Soil Suitability Assessment for On -Site Sewage Disposal D. Determination of High Groundwater Elevation - 1. Method used: 0 Depth observed standing water in observation hole A. B. [ Depth weeping from side of observation hole A, >132." S 63 to soil redoximorphic features (mottles) A. 7' i 3 Z B ❑ Groundwater adjustment (USGS methodology) A. B 2. Index Well Number Reading Date Index Well Lever Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally a occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes Q No ❑ b. If yes, at what depth was it observed? Upper boundary: a " Lower boundary: ? 13 Z " F. Certification I certify that 1 have passed the soil evacuator examination' approved by the Department of Environmental Protection and that the • above analysis was performed by me consistent with the required training. expertise and experience described in 310 CMR 15.017 . J u t 2' HILLTOWN ENVIRONMENTAL CONSULTING Siena re d Sof atustor Date P.O. BOX 314 Mark Thompson Apra 29. 1907 CHESTERFIELD, - MA 0�1t2 _ ra t.�� 296 - 4499 Typed or Printed Name of Solt E vaivato' 'Date d Soi4 Evaatrator Exam N: A , Nerve of Board of Hearth Witness Board of Hearth DEP Form 11 Soil Suttabifty Assessment for On -Site Sewage Disposal • Pegaa of 3 Massachuse Department of Environmental Protection 3 Z �- ; c �a r y l' v" v¢� 1J o ��-4 a �- �, ''`c Bureau of Resource Protection — Wastewater Permitting Program site Addies5 or r�a��� Number Form 11 - Soil Suitability Assessment for On -Site Sewage Disposa C. On-Site Review (minimum of two holes required et every proposed disposal arrA► 1 • Deep Observation Hole: Date: 713 f / Time: ,:00 Weather SC On y 1. Deep Hole Number 1 Location (Identify on Plan ): Sea. 564-.1, 2. land Use: L c w n Surface Stones; Slope ( %): Z Vegetation 3 r o.5 5 (e.g. woodland agricultural field vacan! lot. etc Landform. c t e 14 0, Position on landscape! o< golc "Nek i -- 3. Distances from: Open Water Body 200+ ft. Drainage Weytoo+ ft Possible Wet Area )oo�ft =i :.71 Property Line 3D ft, Drinking Weter Well 6 D+ ft Other ft. 41 J r 4. Parent Material: ou4151, Unsuitable Materials Present: Yes ❑ No Er a i a A 1 _ It Yes: Disturbed Solt❑ Fill Material: Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock ❑ 1•-1 � etc., lir , va ( 13..i -4., s, .. lc.") 5. Groundwater Observed: Yes ❑ No B If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater Z. 1 Redoximorphic Features — - Coarse F taayrnents , h Soil Soil Matrix: (mottles) %by' Volume Horizon/ Solt Texture COra'MOlsl Deep h Color Percent Gravel • Cobbles Soil Structure Soil Consistence (In.) Layer (USDA) (Munsett) & Stones ' (Moist) Other o - &" A. —c L lo11‘2J2 — c. Jots • . . 6 1 BW , LS 1 o Y25 /4• Iv" /, 5°/, rnassivd_ ;: Z S 101R6/3 0% to r �v"l" 0 cere.. s^•�rs ( . . . I Additional Notes j HILL TOWN ENVIRONMENTAL CONSULTING P.O. 80 314 CHESTERFIELD DEP Form 11 Soil Suitability Assessnient for On•Site Sewage Disposal • Page 2or 3 , MA 01017 (413) 296 - 4499 Massachusetts Oepartrnenl of Environmental Protection 31 i— L0 y ) -4-11 j 4 �� r rove.. a, awe, 1 Bureau of Re Protection — W ast ew ater Permitting Pf Site Address or Mapkot Number Form 11 • Soil Suitability Assessment for On -Site Sewage Disposal 4 A. Facility Information Per- r;_.mazt1 Owns" Name:.,E 1 . 17-4 , 11)4 - 44-. fit, c-k HILLTOWN ENVIRONMENTAL CONSULTING P.O. 80X 314 Street Address; "34 "B c 4 e s 54. 1 Map /Lot: _ CHESTERFIELD, MA 01012 City: Not' - - kk r t a►v State: MA , zip Code' O {06O (4 i3) 296 - 4499 B. Site Information 1, (Check one) New Construction ❑ Upgrade ❑ Repair ❑ 2. Published Soil Survey available? Yes [tf No ❑ if yes: 1181 01584-0 } 4 A ; - k ( t f Year Published Pubbcation Scale Sod ap Unit Soii N am Sal limitations CM.4 as CAW— pour 144a.r 3. Surficial Geological'Report available? Yes ❑ No 0 If yes. Yew Published Publication Scale Map Unit Geologic Material Landform 4. Flood Rale Insurance Map: Z $O 67 00 t A Above the 500 year flood boundary? Yes [./ No ❑ Within the 100 year flood boundary? Yes ❑ No (3 Within the 500 year flood boundary? Yes ❑ No ❑ Within a Velocity Zone? Yes ❑ No ❑ S. Wetland Area: National Wetland Inventory Map Map Una Name Wetlands Conservancy Program Map Map Unil Name 6. Current Water Resource Conditions (USGS) tQ f 0 Range: Above Normal 13 Normal ❑ Below Normal ❑ MonlhNear 7. Other references reviewed: DEP Form 11 Soli Suitability Assessment for On -Site Sewage Disposal • Paga I o13 3E7 r6 ei . 32 "tic /c p,fe y De/uE F2.0. -e c6 /74- 7 OVERFLOW PIPE SPLASH BLOCK 12" TO PERFORATIONS j /, PVC CAP JY k / -- :. II— 1 IIi — Il 11 =i [i L' �f ����llli !! ' — I ii_ � / 1- -If +IJI�= V 12 " TO DRY WELL DRY WELL ~ - - ,, -4 j INLET PIPE j J , , ; - �; - )., ' ; l= FILTER FABRIC LINES I _ - TOP, BOTTOM AND SIDES _ � S -. 5 _ - i i_ OF DRY WELL �-� 1 = s is CLEAN TEST WELL OF PERFORATED PVC L-- C STONE FILL;. t �S: it BUILDING -f � � PIPE. ANCHORED WITH REBAR 1L 1.5 " -2" FOUNDATION DIAMETER j 10' MIN. �/ SETBACK cfrtitr141 PROPOSED DRY WELL DETAIL NOT TO SCALE I A 1 1 ' 14k 6 c> ..:?...„.j....„.......0"1" .1 f A.4 Lo ts, 4 att-► to. 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S i s.f. existing deck for r ---�_ NEW 1A'x10'screen { " _ — — — demalikon porch. roof area 200 g pi _, { 288 a,f, addition s :' ►inure wood do — —� { roof area 350 91 . 305 s.}. ck /��/ %! r f 6,..... , , --„, 44 t ` . 3 t r � y t / i t . s.' r' S i r new wood ra mp 130 S .F. a }.° k M ' d A Ems- /� ff f � ,iT °l am 15' side yard setback 4 , 04 / , ' , ..,- ' • 7/ jam' ,r { { future stot4 Popo { 370 e.f. Y e L I xistl fence { y n9 ■ 3 §E of {{ 1708 9.1. exiling house + , 5' ` t - -- garage + entry side y ard setback �\ { g a9 7 1 { �_ 603 cf. pared is i driveway on Property i r r 1 3 S PLAN % /,/ - Pc Ot) � �r Lo 1-t:G. 0v► A5.01 I 5 SVE bel (pat. SVE Associates Engineering Planning 4b(1-. bA , , 6' Landscape Architecture �/ Surveying ePitre December 23, 2009 il6 t 0 Kathleen Lugosch t Lugosch Architect 101 University Drive Amherst, MA 01002 Subject: Dry Well design 32 Hickory Drive Florence, MA G1609 Dear Kathleen: Attached please find calculations supporting the design of three dry wells for the residential property at 32 Hickory Drive in Florence, MA. The dry wells are proposed in support of the residential improvements proposed for the property. Three dry wells are proposed and they are delineated on the attached site plan exhibit prepared by your office. The dry well characteristics are as follows: Dry Well Size (SF) Depth (FT) Volume (CFI #1 4' diameter 4' 17.6 #2 5' diameter 5' 34.4 #3 5' diameter 5' 34.4 Dry well recharge volume accounts for a void space equal to 35 percent of the overall dry well volume. The dry well design is consistent with the structural best management practices outlined in the Massachusetts Storm Water Management Handbook. Please do not hesitate to give me a call if you have questions. Yours truly, SVE Associates +, Anthony «nseski Jr., P Senior ' g neer Cc: Lynn Badgett, Wright Builders File www.sveassoc.com 377 Main Street PO Box 1818 47 Marlboro Street PO Box 316 69 Grove Street Greenfield, MA 01301 439 West Rover Road Keene, NH 03431 16 Beaver Meadow Road Rutland, VT 05701 Brattleboro. VT C5302 Norwich, VT 05055 Tel. 413 774.6698 Tel 603 355.1532 Tel 802 775 -1181 Fax 413 773.0875 Tel 802 257 -0561 Fax 603 355 -2969 Tel 802 526.1111 Fax 802 774 -1151 Fax 802 257 -0721 Fax 802 526 -1113 WRIGHTBUILDERS IN CO R P OR A T ED 48 BATES STREET NORTHAMPTON, MASSACHUSETTS 01060 Betsy Feick 34 Bates Street Northampton, MA 01060 RE: Studio Addition and Renovations to 32 Hickory Drive Dear Betsy: Thank you for your confidence in Wright Builders and for the opportunity to work together and be of assistance. The S o I of th Pro'ect: The scope of the work is as outlined below. Demolish exterior slabs, strip exterior of building to sheathing, and interior to drywall or studs as scope dictates, including most doors, all windows, some ceiling, retaining attic insulation, and recycling as possible. Shut down utility systems except for electric services, shut off water at street and remove all HVAC equipment and services. Preserve basement bath. Remove all other basement materials. Owner to arrange for wall cleaning of possible mold and sealing of foundation walls and slab. New Marvin Integrity windows (and alternate brands) at all location indicated. New exterior and interior wall finishes and assemblies comprised of rigid insulation (2 x 1" Hi -R) and Hardiboard clapboard. Drywall interior finishes and Hardi trim or pine exterior primed trim. Install gutters in all locations, no drywells. Expanded office/studio to receive concrete floors with in floor radiant heat, insulated, steel trowel finish. Kitchen and bath receive tile atop radiant panel atop existing subfloor. Existing wood floors filled in, patched, expanded and refinished. New trim everywhere. New gas super high efficiency hot water boiler and domestic water heater, with zones and distribution as detailed in the specifications. New ERV system for house and studio. Two multi zone minisplits for air conditioning. Existing electric service remains, with substantial if not complete rewiring, new lighting, painters work inside and out. 8 Costs: Costs for the project are as shown on the attached estimate summary and Wright Builders, Inc. makes substantial efforts to secure and hold pricing on all aspects of the e TELEPHONE 413 -586 -8287 A FAX 413 -587 -9276 ■ ELECTRONIC MAIL: info @wright- builders.com a SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: / Not Applicable ❑ Name of License Holder :_ ROO-Q fl S o zzQ -J/. C3 it 1 L O �•1 License NI imhar t- i'S (a:k Q .a 1 )Ort%uiv I /4(k O _ 3 / ( Pi ii Address . , Expirafion Date :. 1-11"5.B(0 , (6c'W'7 . Signature : ^ T °leohone. , ' '. c�/ 9 Registe edv.Home.Improvement Co �racfor: Not Applicable ❑ I lh i1c crs inc.- to1513(0 Compan me . Registration Number 9S P * S , k)ar+ampfvn )ck. dlv(oo ' (p� o Io Addreas Expirat n Date r ,! /�- 71'41 Telephone 1 5 Q r i SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIbAVIT (M G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. . Signed Affidavit Attached Yes Ie No ❑ ' a "- Hoiiie bwf r. Exemption ' The current exemption fol• "homeowners" was extended to include Owner occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two - year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House ❑ Addition Replaceme ntgin 77 dows Alteration(s) Or Doors 1 Roofing n TTT" Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [ Siding [O] Other [0] Description of Proposed I t p��� ` Work: Brief - gr s�' 0Ne sit" APtim0N) N D ► riVAlloms - �c1s'hNG- Hi ash' (NFL • N Wbws Pet' NA Alteration of existing bedroom Yes x No • Adding new bedroom Yes x No Attached Narrative Renovating unfinished basement Yes ___ _ No SM 0 /C0 Plans Attached Roll Sheet / � � J ca p ' i C r _ y , 'IV • sa i �r( lai lis anii. r. addtii n' td ez� t nc - is ursii c�3 cdrn`pi th . alts wrnq: a. Use of building : One Family ^ Two Family Other b. Number of rooms in each family unit: Number of Bathrooms ) c. Is there a garage attached? Nryl1 s p' 6 , 2 8g S> � Av A DI-h00 Zo Kf r( rye d. Proposed Square footage of new construction. j4 k ' � AM e Dimensions Y vs,ct) II t a N' a tS sf j-- 9' `k yz e. Number of stories? /a � / f. Method of heating? C.b / rft 1"// L�,�� ''� Fireplaces or Woodstoves — Number of each g. Energy Conservation Compliance. "!15 Masscheck Energy Compliance form attached? ( er h. Type of construction 68 i. Is construction within 100 ft. of wetlands? Yes ) C �� No. Is construction within 100 yr. floodplain Yes J No j . Depth of basement or cellar floor below finished grade /t"�' j C i 1 r t i I i , 1 • 1 ' - 7 4J k. Will building conform to the Building and Zoning regulations? X Yes No . I. Septic Tank City Sewer X Private well City water Supply X SECTION 7a - OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, E_'t z Feick , as Owner of the subject property f hereby authorize w`� (S � L \ Q . t c• to o my behalf, in all t el elative to work authorized' this building permit pplication. /1011C ..aw /i ddv19 Si g natu f Owner XDate / W IN t (1 ` &k I nC• , as Owner /Authorized Agent herebydblare that the statements and fnformation on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the nains and nenalties of perjury. _ m e,r Lev zz I Print Nam r7 /k�bb ° Signature'rDW76r //gent Date .r i k Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size. {, Frontage /. ...._.. _ 1 i Setbacks Front S6 1 6 : ! ' - Side L: 5 R :._ �' ..( -' L . 4.... R. ~ '7.. . / .1, Rear 01. _�, / L'?' Building Height Bldg. Square Footage 0 i Open Space Footage a 3 r % fiT ��e�l' � (Lot area minus bldg & paved „. _! zi �Q l- ( 46 parking) 17 y # of Parking Spaces -'' Fill: E3 l (volume & Location) _..... ._...., �. �_. , ..� .._. A. Has a Special Permit /Variance /Findin• ever been issued for /on the site? NO DON'T KNOW � YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW 0 YES 0 IF YES: enter Book Page, ` and /or Document # B. Does the site contain a brook, body of water oc wetlands? NO �e DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained" 0 , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: 1 D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO IF YES, describe size, type and location E. Will the construction activity disturb (clearing, grading, exc.vation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO to IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 4 1g . A , D6P6Ttment (ItO 1y �y City of Northampton Status of P l Building Department Curb�cput!Dri P ermat '� � , 212 Main Street Sewer /SepticAvai[abiItty Room 100 Watr/UVel4 Avai abtttty £ Northampton, MA 01060 Two'Sets c Struottiral Pans R phone 413 - 587 -1240 Fax 413- 587 -1272 PInt W itte Plai A �� O#or P eet ® ` 4'x , r APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION • . Y 1.1 Property Address: This agdtian to be completed by office 3a, N►cko - i Map Lot''. Zone w . Overlay District Vl 01'0 1 )`.(X-- t t 1 Elm St . . D is t ric t CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGEN , .1 Owner of Record: N CurreMai lingssi - . '7-3 '/1/ .2 Authorized Agent: e1 i • -`jr,, . Id al ` ;F 5� , r Nam- 'ri t) Current Mailing Address: "� [:44 .ee, -- Li I - 5 - I bcip J ` Signature Telephone SECTION 3 ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building 4' ' ci 3, 0 4 (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of 1 1 ) ' Construction from (6) 3. Plumbing s t, / 1 ' Ili-1 .. Building Permit Fee 4. Mechanical (HVAC) 9 ) •1 1 3 (S . -- 5. Fire Protection r � { 6. Total = (1+ 2 + 3 + 4 + 5) / 3 9, Check Number 3 d �Sg W3� T This Section For Official Use Only Date Building Permit Number: Issued:._ Signature: Bu Comm /Inspector of Bu Date File # BP- 2010 -0645 APPLICANT /CONTACT PERSON WRIGHT BUILDERS ADDRESS /PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 PROPERTY LOCATION 32 HICKORY DR MAP 29 PARCEL 016 001 ZONE URA(100) / /WSP THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out �S Fee Paid 3 34 a <4!,,s Typeof Construction: CONSTRUCT 288 SF ADDITION,NEW DECK, RAMP & RENOVATIONS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 84280 3 sets of Plans / Plot Plan THE F LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN ATION PRESENTED: A pproved _ Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management Demolition Delay / /----"/ AP/ //77/40 Signature of Bui ing Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. Q I \ 7 - )r), in L. I e , 1,1,4172 - VCC 1 0 : rri • r <4 ‘> ;c7,/ ri i3p1 / r .);\i'l) j ! v r- 32 HICKORY DR BP-2010-0645 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 29 - 016 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERFn cni\rriz A rTnl? Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY 1 Category: ADDITION BUILDIN( s 1111.Cn Permit # BP-2010-0645 Project # JS-2010-000542 0 Est. Cost: $189375.00 Fee: S950.00 PERMISSION IS HEREBY GRAN _ \ .:11) Y a 27 ) 1\1 Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 \ > 1 ")? (7 1 L.Q Lot Size(sq. ft.): 14592.60 Owner: FEICK ELIZABETH C Zoning: URA( I 00)//WSP Applicant: WRIGHT BUILDERS AT: 32 HICKORY DR 24 Applicant Address: Phone: - 48 Bates St (413) 586-8287 NORTHAMPTONMA01060 ISSUED ON:1/13/2010 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 288 SF ADDITION,NEW DECK. RAMP & RENOVATIONS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector 1 IP Ii Underground: Serl4e6: Meter: 1(3 Footings t ' 7 Rough3 ; Rough11 House # Foundation: (7", R '/7 ; (0 , Driveway Final: 1 1 u, /0 Final: 5/1 7 io Rough Frame: Zr.. g; Cas: Fire Department Fireplace/Chimney: I = Rough:.. i IA) ° I Insulation: 0 r. 1 Final: S. — 1p Smoke: Final: OK LI i t 0 1-04 THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of OccupancySitilio4-- Signature: FeeType: Date Pai : Amount: Building 1/13/2010 0:00:00 $950.00 212 Main Street, Phone (413) 587-1240, Fax: (413) 587-1272 Building Commissioner - Anthony Patillo