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46-058 (8)
1 ' BP- 2009 -0793 Gs #: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Cate BUILDING PERMIT Permit # BP- 2009 -0793 Project # JS- 2009 - 001184 Est. Cost: $98000.00 Fee: $588.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: HARRIS & GRAY CONTRACTORS 024991 Lot Size(sq. ft.): 117612.00 Owner: GLAZEWSKI HELEN S & MARY Zoning: SC(100) Applicant: HARRIS & GRAY CONTRACTORS AT. 503 MT TOM RD Applicant Address: Phone: Insurance: P O BOX 300 (413)628 -4774 WC ASHFIELDMA01330 ISSUED ON :411512009 0:00:00 TO PERFORM THE FOLLOWING WORK.- HOUSE & DEMO GARAGE & SHED POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 4/15/2009 0:00:00 $588.00910 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo , j File # BP- 2009 - 0793'x. APPLICANT /CONTACT PERSON HARRIS & GRAY CONTRACTORS ADDRESS /PHONE P O BOX 300 ASHFIELD (413) 628 -4774 PROPERTY LOCATION 503 MT TOM RD MAP 46 PARCEL 058 001 ZONE SC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Cd Fee Paid / )WUJ40 Typeof Construction: RAISE HOUSE & DEMO GARAGE & SHED New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 024991 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: 1 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 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 OL / o 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 Office of Planning & Development for more information. City of Northampton Building Department 212 Main Street Room 100 r"09 Northampton, MA 01060 phone 41 587 -1240 Fax 413 - 587 -1272 1 •J APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address Thlsectiot `er �riplete b o ca Ma L - 07EC)3 MOUNT TOM Z Zones: ,. Oveia Qistrict v N OTT N>i Mt��ToN , M 0 1 O ,(, o ca;u nc SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record ,fir 6 Name (Print) ANA Current Mailing Address: Telephone Signature 2.2 Authorized Agent: __RA`/I\AGrqt7 r2AY z3OG Name (Print) Current Mailing Address: q 0A CELL � mot�rJt �# 1,9 29. 977 I / 9 13 -S:2a -4779 S ignature T Telephone SECTION 3 ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by ermit applicant 1. Building - (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of GGu, Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection �Ti��7GRS' � "� 6. Total = (1 + 2 + 3 + 4 + 5) '� DOO. Check Number I At This Section For Official Use Onl Building Permit Number: Date Issued: Signature: Building Commissioner /Inspector of Buildings Date 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 Setbacks Front �t Side L: ® -" R: ® - L: R: 0 0 Rear li�al �— Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg &paved p arkin g) # of Parking Spaces Fill: I F_O volume & Location A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DONT KNOW YES O IF YES, date issued --- I IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON K NOW 0 YES IF YES: enter Book — ° Page �� and /or Document # a /�?GA / N ST `% B. Does the site contain - b�ef�k \ body of wa ter f -w� ds? NO Q DONT KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? djg-:p # a ( —( Needs to be obtained 0 Obtained e , Date Issued: It f/ O& r C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES NO IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. r SECTION 6• Or DESCRIPTION OF PROPOSED WORK (check ill "apallcabtel New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing ❑ Or Doors O Accessory Bldg. ❑ D New Signs [O] Decks [[] Siding [O] Other [O] x Brief Des ion of Proposed _ S aED Wori HOU SE 'mL 11.S PER �R19w;�1�S Alteration of existing bedroom Yes C No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes J Z<,_ No Plans Attached Roll - Sheet ewe o s r add! io to ex sf g Ousmn wnornp a e 4h o lowing: a. a of building : One Family Two Family Other b. Nu ber of rooms in each family unit: Number of Bathrooms c. Is t ere a garage attached? d. Pro osed Square footage of new construction. Dimensions e. Nu ber of stories? f. M thod of heating? Fireplaces or Woodstoves Number of each g. nergy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No J. Depth of basement or cellar floor below finished grade Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a - OWNER AUTHORIZATION- TO BE COMPLETED" WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, H E L E U 9 M)Q R Y L 11 Z E W 9KI as Owner of the subject property hereby authorize 0 H y C T to act on my behalf, in all matters relative to work authorized by this building p rpo/ licati on. L Signature of Owner Date 03 / lo I, , as Owner /Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. R y m c N r> C-A2A y - HARRIS V` GRAl Y Print ✓ 3 0 Signature of ner /Agent Date SECTION 8 = CONSTRUCTION SERVICES2��b �.�.. V �m� 8.1 Licensed Constructl u ervisor: Not Applicable Name of License Holder _- Qc 9 9 License Number .21 A44 im o9�2� �0 9 Address Expiratio ate _ hS' &F/E LD M A D / y3cj - S' ure Telephone rx 4 - `7/ we s to < m m eo iinta" on e R jJ111HEM Not Applicable ❑ t- -l-ap,k 19 f Cie a V 1CO,u779cr 'i 6eroy 1061791 Company ame Registration Number ;2 1 WE I N S3 REFT Address Expiration Date (1L L:D� M 19 Ss. O /, 33G Telephone SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (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....... No...... ❑ � , �~ 11:- Hollne Owner. Egempfion The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families and to allow sucTi�iomeoa%rTerto an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780 Sixth Edition Stvtion 108.3.5.1. Definition of Homeowner Person (s) who own 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 dwelli , attached or detached structures accessory to such use and/ or farm structures. A who constructs more than o e home in a two-year p2riod shall not be considered a homeowner. Such "homeowner" shall submit to the Building O icial, on a form acceptable to the Building Official that he /she shall be responsible for all such work perform ed under he buildine permit. As acting Construction Supervisor your presen a on the job site will be required from time to time, during and upon completion of the work for which:this permit is i sued. Also be advised that with reference to Chapter 1 2 (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 The undersigned "homeowner" certifies and ass es responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zonin Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street r qv).; Boston, MA 02111 www.massgov /dia Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians/Plumbers Applicant Information Please Print Legibly Name ( Business /Organi7ation/Individual): H 02g 1 g �, f'-r17 19 y Address: al Nl P i N S L - R i= E — City /State /Zi O) 3 .3 c Phone M - 4 �2k- 977/ Are you an employer? Check the appropriate box: Type of project (required): 1.0 I am a employer with _ F 4• ❑ 1 am a general contractor and I employees (full and/or part- time).* have hired the sub- contractors 6. E] New construction 2. ❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub - contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' � 9. E] Building addition Ins [No workers' comp. insurance comp' urance' 10.❑ Electrical repairs or additions required.] 5. ❑ We are a corporation and its officers have exercised their I L Plumbing e 3. ❑ I am a homeowner doing all work right of exemption r MGL g airs or additions p myself. [No workers comp. p 12.❑ Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' 13.E] Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have employees. If the sub-contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers I compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: C d 1^ M E R C E T N S 0 R A iV C E CO. Policy # or Self -ins. Lic. #: I A J Q O (, ;2 9 ? Expiration Date: 0,21 10 0 0-(?' A M P T O ) Job Site Address: 4 3 M n t j N r Ta M 'Z o A O. City /State /Zip: O) QJQ Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do here, under the pains andpenalties ofpery'ury that the information provided above is true and correct. t�nature: I C > (a A4 61 or.t r Date: 0" 31 LI c1 Phone #: Q l3 —(o 2k- 4 77 ( Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: Vreeland Design Associates An integrative approach to - residential design, engineering and site planning Date: January 15, 2009 Po'^ To: Ray Gray, Harris and Gray Excavating Re: Mary Glazewski, 503 Mt. Tom Road, Northampton, MA: Flood Mitigation - lifting existing house above flood elevation — Foundation Details. 100 Year Base Flood Elevation = 123.0' U � ' I 1 . I; ExIS ExST 1 • �` J 5 2�5 (�ft C =FA I 1 (] } =.- ',._ � 1�1 � 1 ) . 1" N t...:N J v 1J 1:17M J�.ZU i� i E Val i I FEr E o t. i Fnos- W rp eE �EmWE i i •.l � I ` tf c bxa• Z c.auroet 4 � ca�R C LqR I _ - fry7�p�l E-L =I�4 15 [ 111 i �XIST� (ittlo 6EAfM '� I j � � ( ,� k'Et✓wtlE ExsT, Fhct_tr.i:a 3LDGk j! � 1� ^% '"DP . = 'r.JilG4';Lt•.l FOP t ,,.,J •,3ii P�'�G. NCB..) Gt., �f. i.2. Ku '� e J r Tl:RG1t F. RkEfi r .- - IFNmJ(, ; ^_c1 ot_ .� � ru pj•' Fr'OST wa J POST "° x 2(Q r ° r3t2Y'' �I t re i J � ��1 � Fn�T• Cer,uil_Spc,cG � �_' N �tt I 3 1 SYIIa i _ QkU�• �lAB E�.= 114, i' I i nT Doors, ScopE SWB , _ in A 1 tU W IZXZi� ,a ;,+ I(eRl5E4S I y� Up 71 --T- , W Rc3ov E RE` novt� E tlsT, _ Tn P �J� =11b 9f3 I 1 \ _ -_.� .__. ._T� ...... �. _ C \1ST• ; I I � I � y �?Ulx4I�10 7D.0 0 sus _t__ td9.;0' a WtrrE1Z - Top FND, t ) 1 In • 49` I Z 0 Er,t ELL EXISTING & PROPOSED FOUNDATION PLAN . 1/8" = 1' -0" NOTES: 1. Footings for new replacement frost walls supporting ell to be: 3,500# concrete, 8" x 24 ", on undisturbed or well- compacted gravel or stone, a minimum of 4' below finish grade. Install 2, #4 continuous reinforcing bars along bottom third of footing. NOTE: Existing footing for failing block foundation for ell is only 2' below grade. 2. New foundation frost walls to be: 3,500# poured concrete, 8" thick. Install 2, #5 continuous reinforcing bars in the top and bottom of foundation walls. Install W anchor bolts in foundation wall, at 4' -0" o.c. and not more than 12" from corners, to anchor pressure treat sill plates. 116 River Road, Leyden, MA 01337 Phone: (413) 624 -0126 Email: dvreeland @verizon.net Fax: (413) 624 -3282 J' Vreeland Design Associates An integrative approach to residential design, engineering and site planning Date: January 15, 2009 To: Ray Gray, Harris and Gray Excavating Re: Mary Glazewski, 503 Mt. Tom Road, Northampton, MA: Flood Mitigation - lifting existing house above flood elevation — Foundation Details. 100 Year Base Flood Elevation = 123.0' FLO; EL rz�3 - n1�� wA�� _.__. nP I i 13.5D er_ C . ` n \ r S t Crpr jr ED, CLAP 6o•=3 q. F- J 7- Zx(a PgF �'.v _ ; PARALL( -Am GIROr-R `i W t 2 X "z2 5?>;EL. BEUI^ I + Z 1 i:pOxlEp F=10ST�}r O NL`� _ FNL? 3a ADVRtiiT�ECN SL78 c Ls li K 32 rx'. _7 CR r.w SGC LF_ — f WA LL - - , - ZKQ_P O E< 1 VKOPGS� 1 Z K 12. PRES. T2T ao 1575 '44,vE -- i K IF AG.CA bar sus e c4 "oC i M0 I L Z- ? 1 £•'i' 8 tar .5:. F_MST: FAIL i ti. !S StRd�'7JRA .y - Ext�T. QASEMEntT - Founano,, FoonaL;+ z'S11- 1NG AN0 W1 E £ 0 N 17"F A NE`J&! i IYSrt g'rza' �m,;�a OL F,oTIO►q � voTiw� 4'- EXIST. StA �}'MI+S. BEI�vV F1tJ154 GW��E FOUNDATION DETAILS ' /Z" = 1' -0" 116 River Road, Leyden, MA 01337 Phone: (413) 624 -0126 Email: dvreeland @verizon.net Fax: (413) 624 -3282 ( ji I TT._, s JI ti I 5 o u - /b 1 ire } " 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES 780 CMR 120.G FLOOD RESISTANT CONSTRUCTION AND CONSTRUCTION IN COASTAL DUNES (Note: 780 CMR 120.G is unique to Massachusetts) 780 CMR 120.G101 GENERAL has been established pursuant to M.G.L. c. 40, 120.G101.1 General: All buildings and structures § 8C. erected in areas prone to flooding and/or coastal Determination of Applicability: A written dunes shall be constructed and elevated as required finding by the issuing authority under M.G.L. by the provisions of 780 CMR 120.G. c. 131, § 40 (the Wetlands Protection Act), as to whether a site or the work proposed therein is 780 CMR 120.G201 DEFINITIONS subject to jurisdiction under M.G.L. c. 131, § 40. 120.G201.1 Definitions. The following words and Elevation: The placement of a structure above terms shall, for the purposes of 780 CMR 120.G, flood level to minimize or prevent flood damages and as used elsewhere in 780 CMR, have the or to preserve the flood control and storm damage meanings shown in 780 CMR 120.G201. prevention functions of a coastal dune. A- Zones: A • Zones are synonymous with Failure of a Foundation: a foundation that is no Flood— Hazard Zones. longer supporting the building or foundation or is Base Flood Elevation: The flood having a 1% determined by the building official to be unsafe or chance of being equaled or exceeded in any given incapable of continuing to support the building. year and shall be used to define areas prone to For example, failure of a foundation occurs when flooding, and describe at a minimum, the depth or a building or structure or portion thereof falls off peak elevation of flooding. the foundation or when the building official determines there is a risk that the building or Basement/Cellar: Any area of the building structure may fall off the foundation. having its floor subgrade (below ground level) on all sides. Flood- Hazard Zones: Areas subject to a 1% or greater chance of flooding in any given year and Breakaway Wall: A wall that is not part of the that are not subject to wave heights in excess of structural support of the building and intended, three feet. (A ZONES). through its design and construction, to collapse under specific lateral loading forces, without Floodproofing: Any combination of structural causing damage to the elevated portion of the and non - structural additions, changes or building or supporting foundation system. adjustments to structures which reduce or eliminate flood damage to new or substantially Coastal Dune: Any natural hill, mound or ridge improved structures. of sediment landward of a coastal beach deposited by wind action or storm overwash. Coastal Dune F.E.M.A.: Federal Emergency Management also means sediment deposited by artificial means Agency. and serving the purpose of storm damage Flood Insurance Rate Map: Flood insurance prevention or flood control. rate map (FIRM) means an official map of a Coastal Wetland Resource Area: Any coastal community, which delineates both the special wetland resource area subject to protection under hazard zones and the risk premium zones M.G.L. c. 131, § 40 (the Wetlands Protection applicable to the community. Act), and 310 CMR 10.21 through 10.35: Coastal High- hazard Zones (V Zones): Areas of tidal Wetlands. Coastal Wetland Resource Areas influence which have been determined to be include barrier beaches, coastal beaches, coastal subject to wave run heights in excess of three feet dunes, rocky intertidal shores, tidal flats, land or subject to high - velocity wave run -up or wave - subject to 100 year coastal storm flowage, coastal induced erosion (V Zones). banks, land containing shellfish, lands subject to tidal action, and lands under an estuary, salt pond Highest Adjacent Grade: The highest natural or certain streams, ponds, rivers, lakes or creeks elevation of the ground surface, prior to within the coastal zone that are anadromous/ construction, adjoining the proposed foundation catadromous fish runs. walls of a structure. Conservation Commission: Body comprised of Impact Loads: Loads induced by the collision of members lawfully appointed pursuant to M.G.L. solid objects on a structure carried by floodwater. c. 40, § 8C. It shall also mean a mayor or board of selectmen, where no conservation commission 8/8/08 780 CMR - Seventh Edition 993 • , A Y f 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE Interests Identified in M.G.L. c. 131, § 40 (the measured at the largest horizontal projection, Wetlands Protection Act),: Public or private designed to be self - propelled or permanently groundwater supply, flood control, storm damage towable by a light duty truck, and designed prevention, prevention of pollution, protection of primarily not for use as a permanent dwelling, but land containing shellfish, protection of fisheries, as temporary living quarters for recreational, and protection of wildlife habitat. camping, travel or seasonal use. A recreational Issuing Authority under M.G.L. c. 131, § 40 vehicle is ready for highway use, if it is on wheels (the Wetlands Protection Act): a conservation or a jacking system, is attached to the site only by quick disconnect type utilities and security de- commission, mayor, the selectmen or the vices, and has no permanently attached additions. Department of Environmental Protection. Lateral Addition: an addition that expands the Scouring: The erosion or washing away of slopes footprint of a building or structure including a or soil by velocity waters. manufactured home. Special Hazard Zones: An area having special Lowest Floor: The lowest floor of the lowest flood, and/or flood - related erosion hazards and enclosed area (including basement/cellar). An shown on Flood Hazard Boundary Map or FIRM unfinished or flood resistant enclosure, usable as Zone A, AO, Al -30, AE, A99, AH, VO, V1- solely for parking of vehicles, building access, or 30, VE, V. incidental storage in an area other than a Start of Construction: The date the building basement/cellar with appropriate hydrostatic permit was issued, provided the actual start of openings as required in 780 CMR 120.G501.4 is construction, repair, reconstruction, placement, or not considered a building's lowest floor. other improvement was within 180 days of the Manufactured Home: A structure that is permit date. The actual start means the first transportable in one or more sections, built on a placement of permanent construction of a permanent chassis, designed for use with or structure on a site, such as the pouring of slab or without a permanent foundation when attached to footings, the installation of piles, the construction the required utilities, and constructed to the of columns, or any work beyond the stage of Federal Mobile Home Construction and Safety excavation or the placement of a manufactured Standards and rules and regulations promulgated home on a foundation. by the U.S. Department of Housing and Urban Structure (this definition is intended utilized with Development. The term also includes mobile this 780 CMR 120.G): A walled and roofed homes, park trailers, travel trailers and similar building, including a gas or liquid storage tank, transportable structures that are placed on a site that is principally above ground and affixed to a for 180 days or longer. The term " manufactured permanent site, as well as a manufactured home. home" does not include a "recreational vehicle ". Substantial Damage: Damage of any origin Manufactured Housing: Manufactured Housing sustained by a building or structure including a is synonymous with Manufactured Home. manufactured home whereby the cost or restoring Notification of Non - significance: A written the building or structure to its before damaged finding by the issuing authority under M.G.L. c. condition would equal or exceed 50% of the 131, § 40 (the Wetlands Protection Act), that the market value of the building or structure before area on which the proposed work is to be done or the damage occurred. which the proposed work will alter is not Substantial Improvements: Substantial significant to any of the interests identified in improvement means any reconstruction, M.G.L. c. 131, § 40. rehabilitation, addition, repair or improvement of Order of Conditions: Written requirements by a structure, the cost of which equals or exceeds the issuing authority under M.G.L. c. 131, § 40 50% of the market value of the structure before (the Wetlands Protection Act) establishing the the "start of construction" of the improvement. manner in which work shall be done for work This term includes structures which have incurred "Substantial damage ", regardless of the actual proposed within areas subject tojurisdiction under repairwork performed. Substantial improvement M.G.L. c. 131, § 40. does not, however, include either: Order of Resource Area Delineation: Written 1. any project for improvement of a structure findings by the issuing authority under M.G.L. c. to correct existing violations of state or local 131, § 40 (the Wetlands Protection Act) health, sanitary, or safety codes which have identifying the boundaries of the area(s) subject to been identified by the local code enforcement jurisdiction under M.G.L. c. 131, § 40. official and which are the minimum necessary to assure safe living conditions or Recreational Vehicle: A vehicle that is built on 2. any alteration of a "Historic structure ", a single chassis 400 square feet or less when provided that the alteration will not preclude 994 780 CMR - Seventh Edition DRAFT 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES the structure's continued designation as a grade. If no depth is provided, add at least two "historic structure." feet to the highest adjacent grade. Note 1: The following items can be 3. In A, A99 and V zones, the building official, excluded from the cost of improvement or design professional, or surveyor shall obtain, repair: plans, specifications, survey, permits, review and reasonably utilize any Base Flood and other items which are separate from or Elevation Data available from a federal, state or incidental to the repair of the damaged or other reliable sources. improved building, i.e. debris removal/ cartage. 780 CMR 120.G401 HAZARD ZONES Note 2: The latest Assessors' structure value 120.G401.1 Hazard Zones. Areas which have been may be used, provided that the Assessors determined to have a 1% or greater chance of certify that said value is based on 100% flooding in any given year shall be classified as valuation, less depreciation. either flood - hazard zones (A Zones) or high - hazard Substantial Repair of a Foundation: Work to zones (V Zones) in accordance with 780 CMR repair and/or replace a foundation that results in 120.G501 and 120.G601. the repair or replacement of the portion of the foundation walls with a perimeter along the base 780 CMR 120.G501 FLOOD HAZARD ZONES of the foundation that equals or exceeds 50% of 120.G501.1 Construction in Flood- hazard zones the perimeter of the base of the entire foundation (A Zones). All areas which have a I% or greater measured in linear feet. The term "substantial chance of flooding in any given year but are not repair of a foundation" also includes a building or subject to wave heights in excess of three feet shall structure including a manufactured home that has be designated as flood - hazard zones. Flood- hazard incurred a failure of a foundation regardless of the zones shall include all areas shown as A Zones on actual work done to repair or replace the the most recent Flood Hazard Boundary Map or foundation. FIRM. All buildings and structures as defined in 780 CMR 120.G201 including new or replacement V Zones: V Zones are synonymous with High- manufactured homes erected or substantially Hazard Zones. improved in flood - hazard zones shall be designed Variance: A grant of relief by a community and and constructed in accordance with 780 CMR the Commonwealth, via the Boards of Appeal, 120.G501. from the terms of the Floodplain Management Plans for the construction or substantial Regulations. improvement of a building or structure, including a new or replacement manufactured home, in a flood - Venting: A system designed to allow flood hazard zone shall be prepared by a qualified waters to enter an enclosure, usually the interior registered professional engineer or architect to of foundations walls, so that the rising water does ensure the compliance with 780 CMR 120.G501. not create a dangerous differential in hydrostatic pressure; usuallyachieved through openings in the Exception: If a substantial improvement consists walls. Vents may be installed in garage doors to exclusively of a lateral addition that does not rely satisfy this requirement, provided such vents are on the support of the existing structure, only the installed consistent with 780 CMR 120.G. The lateral addition must be erected in accordance necessity of human intervention, such as opening with the applicable provisions of 780 CMR garage doors, does not satisfy this requirement. 120.G501. In that event, the existing structure is not required to come into compliance with 780 CMR 120.G301 BASE FLOOD 780 CMR 120.G501. ELEVATION Note: If located in a coastal dune that is 120.G301.1 Base Flood Elevation. The base flood significant to flood control and/or storm damage prevention, a building or structure, including a elevation shall be used to define areas prone to new or replacement manufactured home, in a flooding, and shall describe, at a minimum, the d flood- hazard zone shall be designed an depth or peak elevation of flooding (including wave constructed in accordance with the applicable height) which has a 1 % (100 -year flood) or greater provisions of 780 CMR 120.G701, and 20.G801 chance of occurring in any given year as well as 780 CMR 120.G501. The 100 -year flood elevation shall be determined as follows: 120.G501.2 Elevation in a Flood- hazard Zone. 1. In Al -30, AH, AE, V1 -30 and VE, the Base Except as otherwise provided in 120.G501, all Flood Elevation is provided on the community's buildings or structures, including new or Flood Insurance Study and the Flood Insurance replacement manufactured homes, erected or Rate Map (FIRM). substantially improved within a flood - hazard zone 2. In AO zones, add the depth provided on the shall be elevated so that the lowest floor is located at Flood Insurance Rate Map to the highest adjacent or above the base flood elevation. All basement/ 8/8/08 780 CMR - Seventh Edition 995 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS • THE MASSACHUSETTS STATE BUILDING CODE cellar floor surfaces shall be located at or above the shall be provided with water -tight closures and base flood elevations. shall have adequate structural capacity to support Exception: Floors of occupancy in any use all flood loads acting upon the closure surfaces. group, other than use group R, below the base 4. All floor and wall penetrations for plumbing, flood elevation shall conform to 780 CMR mechanical and electrical systems shall be made 120.6501.5.2. Floors of occupancies in any water tight to prevent floodwater seepage through use group which are utilized solely for spaces between the penetration and wall structure means of egress, incidental storage construction materials. Sanitary sewer and storm garages and parking, and which are located drainage systems that have openings below the below the base flood elevation, shall conform base flood elevation shall be provided with to 780 CMR 120.G501.4. shutoff valves or closure devices to prevent backwater flow during conditions of flooding. 120.G501.3 Anchorage in a Flood- hazard Zone. The structural systems of all buildings or structures, 120.G501.6 Repair or Replacement of Existing including new or replacement manufactured homes, Foundations in a Flood- hazard Zone. Existing shall be designed, connected and anchored to resist foundations in a flood - hazard zone may be repaired flotation, collapse or permanent lateral movement without further compliance with 780 CMR due to structural loads and stresses from flooding 120.G501, unless the work replaces the foundation equal to the base flood elevation and shall be in total, replaces the foundation so as to constitute designed in accordance with 780 CMR 1615.2 and new construction or constitutes a substantial repair 1615.3. of a foundation as defined in 780 CMR 120.G201. In such events, the foundation shall be brought into 120.G501.4 Enclosures below Base Flood compliance with the applicable provisions of Elevation in a Flood - hazard Zone. Enclosed 780 CMR 120.G501. spaces below the base flood elevation shall not be See Note 780 CMR 120.G501.1. used for human occupancy with the exception of structural means of egress, entrance foyers, stairways 120.G501.7 Protection of Mechanical and and incidental storage. Fully enclosed spaces shall Electrical Systems in a Flood - hazard Zone. New be designed to equalize automatically hydrostatic and replacement electrical, heating, ventilating, air forces on exterior walls by allowing for the entry and conditioning and other service equipment in a flood - exit of floodwaters. Designs for meeting this hazard zone shall either be placed above the base requirement shall either be certified by a registered flood elevation or protected so as to prevent water design professional in accordance with 780 CMR from entering or accumulating within the system 120.G501.11 through 120.6501.13 or conform to the components during floods up to the base flood following minimum criterion: a minimum of two elevation in accordance with the mechanical code openings having a total net area of not less than one listed in 780 CMR 100.0 Installation of electrical square inch (645 mm') for every one square foot (0.1 wiring and outlets, switches, junction boxes and in') of enclosed area subject to flooding shall be panels below the base flood elevation shall conform provided. The bottom of all openings shall not be to the provisions of 527 CMR 12.00 listed in higher than 12 inches (305 mm) above grade 780 CMR 100.0 for location of such items in wet immediately adjacent to the location of the opening. locations. Duct insulation subject to water damage Openings shall not be equipped with screens, shall not be installed below the base flood elevation. louvers, valves or other coverings or devices unless 120.G501.8 Construction Materials, Methods, such devices permit the automatic entry and and Practices in a Flood - hazard Zone. All discharge of floodwaters. buildings or structures, including new or 120.G501.5 Water- resistant Construction in a replacement manufactured homes, erected in a flood - Flood- hazard Zone. Occupancies in any use group hazard zone shall be constructed with materials other than Use Group R may, in lieu of meeting the resistant to flood damage and be constructed by elevation provisions of 780 CMR 120.G501.2 be methods and practices that minimize flood damage. erected with floors usable for human occupancy Construction materials shall be resistant to water below the base flood elevation provided that the damage in accordance with the provisions of following conditions are met: 780 CMR 1808.0, 1810.2, 1813.4, 2307.2, 2309.1, 1. All space below the base flood elevation shall 2311.4, 2311.6, and 2503.4. be constructed with walls and floors that are 120.G501.9 Recreational Vehicles in a Flood - substantially impermeable to the passage ofwater. hazard Zone. All recreational vehicles placed in a 2. All structural components subject to flood - hazard zone and that are not fully licensed and hydrostatic and hydrodynamic loads and stresses ready for highway use or that are to be placed on a during the occurrence of flooding to the base site for more than 180 consecutive days shall comply flood elevation shall be capable of resisting such with the provisions of 780 CMR 120.G501 forces, including the effects of buoyancy. applicable to buildings or structures, including new 3. All openings below the base flood elevation or replacement manufactured homes. 996 780 CMR - Seventh Edition DRAFT 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES 120.6501.10 Alterations, Renovation and Repairs with applicable provisions of 780 CMR 120.G501.5. in a Flood - hazard Zone. Alterations, renovations and repairs to existing buildings and structures 780 CMR 120.6601 HIGH HAZARD ZONES including new or replacement manufactured homes 120.G601.1. Construction in High- hazard Zones located in a flood - hazard zone shall comply with (V Zones). Areas of tidal influence which have applicable provisions of 780 CMR. Compliance been determined to be subject to wave heights in with 780 CMR 120.G501 is required whenever such excess of three feet (914 mm) or subject to high - alteration, renovation or repair constitutes a velocity wave run -up or wave - induced erosion shall substantial repair of a foundation as defined in be classified as high- hazard zones. High - hazard 780 CMR 120.G201, repair or replacement of a zones shall include all areas shown as V Zones on foundation that requires compliance with 780 CMR the most recent Flood Hazard Boundary Map or 120.G501, or a substantial improvement as defined FIRM. All buildings or structures as defined in in 780 CMR 120.G201. 780 CMR 120.G201, including new or replacement manufactured homes, erected or substantially 120.G501.11 Certifications and Plans for improved in a high - hazard zone shall be designed Construction in a Flood - hazard Zone. and constructed in accordance with 780 CMR Certifications and plans shall be submitted in 120.G601. All lateral additions of a building or accordance with 780 CMR 120.G501.12 and structure in a high - hazard zone shall also be 120.6501.13 for a substantial repair of a foundation designed and constructed in accordance with as defined in 780 CMR 120.G201, repair or 780 CMR 120.G601 whether or not the lateral replacement of a foundation that requires addition constitutes a substantial improvement. compliance with 780 CMR 120.G501, a substantial Plans for a building, structure, substantial improvement as defined in 780 CMR 120.G201, or improvement, or lateral addition in a high - hazard a building or structure as defined in 780 CMR zone shall be prepared by a registered professional 120.G201, including a new or replacement engineer or architect to ensure compliance with manufactured home. 780 CMR 120.G601. 120.G501.12 As -built Elevation Certification for Note: If located in a coastal dune significant to Construction in a Flood- hazard Zone. For all flood control and/or storm damage prevention and substantial repairs of a foundation as defined in a high- hazard zone, a building, structure, 780 CMR 120.G201, all repairs or replacement of a including a new or replacement manufactured foundation that trigger the requirement to comply home, a lateral addition, and a substantial with 780 CMR 120.G501, all substantial improvement of a building or structure that has improvements as defined in 780 CMR 120.G201, suffered substantial damage as a result of flooding and all buildings or structures including new and or storms shall be designed and constructed in replacement manufactured homes, a licensed land accordance with 780 CMR 120.G701 and surveyor or registered design professional shall 120.G801 as well as 120.G601. certify the actual elevation in relation to the base 120.G601.1.1 High- hazard Zone Construction flood elevation of the lowest floor required to be Documents Requirements. Where buildings or elevated by the provisions of 780 CMR 120.G501.2. structures are to be constructed in accordance with The certification required shall be submitted to the 780 CMR 120.G601, the building official shall building official after the construction of the require that a registered design professional foundation is complete and before the provide construction documents showing commencement of any other work on the building or proposed details of foundation support and structure or, if there is no other work, the occupancy connection components which are used in meeting of the building or structure. the requirements of 780 CMR 120.G601.4. 120.6501.13 Documentation -Water Resistant Where solid walls or partitions are proposed that Construction in a Flood- hazard Zone. Where are less than two feet above the base flood buildings or structures including new or replacement elevations, wall, framing and connection details of manufactured homes are to be constructed in such walls shall be provided, including loading accordance with 780 CMR 120.G501.5, the building computations for the wall and foundation system official shall require that a registered design used in meeting the conditions of 780 CMR professional provide construction documents 120.G601.3. The construction documents shall be showing proposed details of floor, wall, foundation accompanied by a statement bearing the signature support components, loading computations, and of the registered design professional indicating other essential technical data used in meeting the that the design and proposed methods of conditions of 780 CMR 120.G501.5. The construction are in accordance with all applicable construction documents shall be accompanied by a provisions of 780 CMR 120.G601. statement bearing the signature of the registered design professional indicating that the design and proposed methods of construction are in accordance 8/8/08 780 CMR - Seventh Edition 997 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS J THE MASSACHUSETTS STATE BUILDING CODE 120.G601.2 Elevation in a High - hazard Zone. All surrounding the piling. Pile system design and buildings or structures including new and installation shall also be made in accordance with replacement manufactured homes erected or the provisions of 780 CMR 1816.0 and 1817.0. Mat substantially improved within a high - hazard zone or raft foundations which support columns shall not shall be elevated so that the bottom of the lowest be permitted where soil investigations required in horizontal structural member supporting the lowest accordance with 780 CMR 1802.1 indicate that soil floor, with the exception of mat or raft foundations, material under the mat or raft is subject to scour or piling, pile caps, columns, grade beams and bracing, erosion from wave - velocity flow conditions. is located at an elevation that is at least two feet 120.G601.5 Repair or Replacement of Existing above the base flood elevation. All lateral additions Foundations in a High- hazard Zone. Existing erected in a high- hazard zone shall also be elevated foundations may be repaired in a high - hazard zone so that the lowest portion of all structural members without further compliance with 780 CMR 120.G. supporting the lowest floor of the lateral addition unless the work replaces the foundation in total, with the exception of mat or raft foundations, replaces the foundation so as to constitute new pilings, pile caps, columns, grade beams and bracing construction, or constitutes a substantial repair of a shall also be located at an elevation that is at least foundation as defined in 780 CMR 120.G201. In two feet above the base flood elevation. such events, the foundation shall be brought into 120.G601.3 Enclosures below Base Flood compliance with the applicable provisions of Elevation in a High - hazard Zone. All spaces that 780 CMR 120.G601. are less than two feet above the base flood elevation See Note to 780 CMR 120.G601.1. in a high - hazard zone shall not be used for human occupancy and shall be free of obstruction except as 120.G601.6. Protection of Mechanical and permitted in 780 CMR 120.G601.3: obstruction Electrical Systems in a High- hazard Zone. New and replacement electrical equipment and heating, 1. Mat 7 raft foundations, piling, pile caps, b ventilating, air conditioning and other service racing, grade beams and columns which provide structural support for the building. equipment in a high- hazard zone shall be either 2. Entrances and exits which are necessary for Placed at least two feet above the base flood elevation or protected so as to prevent water from required ingress and means of egress. entering or accumulating within the system 3. Incidental storage of portable or mobile items a storm. components during floods in accordance with the readily moved in the event to mechanical code listed in 780 CMR 100.0. 4. Walls and partitions are permitted to enclose all or part of the space below the elevated floor Installation ofelectrical wiring and outlets, switches, junction boxes and panels that are less than two feet provided that such walls and partitions are not above the base flood elevation shall conform to the part of the structural support of the building and Provisions of 527 CMR 12.00 listed in 780 CMR are constructed with insect screening, open wood l 100.0 for location of such items in wet locations. lattice, or nonsupporting walls designed to break away or collapse without causing collapse, Duct insulation subject to water damage shall be installed at least two feet above the base flood displacement or other structural damage to the elevation. elevated portion of the building or supporting foundation system due to the effect of wind loads 120.G601.7. Construction Materials, Methods as specified in 780 CMR 1611.0 and water loads and Practices in a High- hazard Zone. All as specified in 780 CMR 1615.0 acting buildings or structures including new orreplacement simultaneously. Any such nonsupporting solid manufactured homes erected in high - hazard zones wall shall be certified as specified in 780 CMR (V Zones) shall be constructed with materials 120.G601.10 and 120.G601.11. resistant to flood damage and be constructed by 120.G601.4 Foundations in a High- hazard Zone. methods and practices that minimize flood damage All buildings or structures, including new and Construction materials shall be resistant to water replacement manufactured homes, erected or damage in accordance with the provisions of substantially improved in high - hazard zones shall be 780 CMR 1808.0, 1810.2, 1813.4, 2307.2, 2309.1, supported on pilings or columns and shall be 2311.4, 2311.6 and 2503.4. adequately anchored to such pilings or columns. All 120.G601.8 Recreational Vehicles in a High - lateral additions in high - hazard zones shall also be hazard Zone: Recreational vehicles placed in a supported on pilings or columns and shall be high- hazard zone and that are not fully licensed and adequately anchored to such pilings or columns. ready for highway use or that are to be placed on a The piling shall have adequate soil penetrations to site for more than 180 consecutive days shall comply resist the combined wave and wind loads (lateral and with the provisions of 780 CMR 120.G601 uplift) to which such piles are likely to be subjected applicable to buildings or structures including new during a flood to the base flood elevation. Pile or replacement manufactured homes. embedment shall include consideration of decreased resistance capacity caused by scour of soil strata 998 780 CMR - Seventh Edition DRAFT 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES 120.G601.9 Alterations, Renovations and Repairs Dunes. in a High- hazard Zone. Alterations, renovations To determine whether a proposed building or and repairs to existing buildings, including structure, including a manufactured home, a lateral manufactured homes, located in a high - hazard zone addition, work on a foundation that under 780 CMR shall comply with all applicable provisions of 120.G801.6 requires compliance with 780 CMR 780 CMR. Compliance with 780 CMR 120.G. is 120.G801,or substantial improvement to a building required whenever such alteration, renovation or or structure that has incurred substantial damage as repair constitutes substantial repair of a foundation a result of flooding and/or storms is located within as defined in 780 CMR 120.G201, the repair or an area that is a coastal dune significant to the replacement of a foundation that requires interests of flood control and/or storm damage compliance with 780 CMR 120.G601. as set forth in prevention, the building official shall require the 780 CMR 120.G601.5, a substantial improvement as submission of certain construction documents in defined in 780 CMR 120.G201, or a lateral addition accordance with 780 CMR 120.G701.1. as defined in 780 CMR 120.G201. 120.G701.1.1 Submission of Construction 120.G601.10 Certifications and Plans for Documents for Proposed Work in a Coastal Construction in a High- hazard Zone. Wetland Resource Area. For all buildings or Certifications and plans shall be submitted in structures, including new or replacement accordance with 780 CMR 120.G601.10 and manufactured homes, all lateral additions, all 120.G601.11 for a substantial repair of a foundation work on a foundation that under 780 CMR as defined in 780 CMR 120.G201, a repair or 120.G801.6 requires compliance with 120.G801, replacement of a foundation that requires and all substantial improvements of a building or compliance with 780 CMR 120.G601, a substantial structure that has incurred substantial damage as improvement as defined in 780 CMR 120.G201, a a result of flooding and/or storms proposed on a lateral addition as defined in 780 CMR 120.G201, parcel of land that is located wholly or partially or a building, or structure, including a new and within a coastal wetland resource area shown on replacement manufactured home. the map entitled "Map of Coastal Wetland Resources For Building Officials ", the building 120.6601.11 As -built Elevation Certifications for official shall require submission of one of the Construction in a High- hazard Zone. For all construction documents specified in 780 CMR substantial repairs of a foundation as defined 120.G701.1.1(a) through (d) along with a 780 CMR 120.G201, all repairs or replacements of notarized statement by the applicant that the a foundation that trigger the requirement to comply Order, Determination or Notice is in effect and is with 780 CMR 120.G601, all substantial improve- not the subject of any administrative appeals ments as defined in 780 CMR 120.G201, all lateral before the Department of Environmental additions as defined in 780 CMR 120.G201, and all Protection or the Division of Administrative Law buildings and structures, including new and Appeals. No building permit shall issue unless replacement manufactured homes, a licensed land and until a construction document that conforms surveyor or registered design professional shall to the requirements of 780 CMR 120.G701.1 certify the actual elevation (in relation to the base including 120.G701.1(a) through (d) below is flood elevation) of the lowest horizontal structural submitted. member required to be elevated by the provisions of (a) An Order of Conditions establishing the 780 CMR 120.G601.2. The certification required boundaries of all coastal wetland resource areas herein shall be submitted to the building official in a plan referenced in and accompanying the after the construction of the foundation is complete Order. The Order together with the plan and before the commencement of any other work on referenced therein shall identify the boundaries the building or structure or, if there is no other work, of all coastal wetland resource areas including the occupancy of the building or structure. coastal dunes and determine whether the coastal wetland resource areas are significant to 120.G701 COASTAL DUNES any of the interests identified in M.G.L. c. 131, 120.G701.1 Determination of Coastal Dunes. To § 40 (the Wetlands Protection Act) including reduce flood damage, ensure the structural integrity the interests of flood control and storm damage of buildings or structures including manufactured prevention. If the Order of Condition and the homes, located in coastal dunes, to protect the public plan referenced therein indicate that the safety and to eliminate certain conflicts between the proposed construction work is located within a coastal dune performance standards set forth in the coastal dune that is significant to the interests Wetlands Protection Act Regulations, 310 CMR of flood control and/or storm damage 10.28, and this Code, 780 CMR 120.G701 and prevention, the Order of Conditions must allow 120.G801 establish requirements for design and the proposed construction. construction in coastal dunes significant to the (b) An Order of Resource Area Delineation interests of flood control and/or storm damage stating that the proposed construction work is prevention identified in 310 CMR 10.28: Coastal outside the boundaries of all coastal wetland 8/8/08 780 CMR - Seventh Edition 999 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE resource areas as shown on a plan referenced in or structure be brought into compliance with and accompanying the Order. 780 CMR 120.G801.1 through 120.G801.11. (c) A Determination of Applicability stating Note 3: If located in a flood hazard -zone or a high that the proposed construction work is outside hazard zone, a substantial improvement to a the boundaries of all coastal wetland resource building or structure, including a manufactured areas as shown on a plan referenced in and home, in a coastal dune that is significant to flood accompanying the Determination or will not control and/or storm damage prevention must fill, dredge or alter a coastal wetland resource comply with all applicable provisions of area. 780 CMR 120.G501 or 120.G601. (d) A Notice of Non - significance evidencing that the proposed construction work is within 120.G801.2 Plans for Construction in a Coastal a coastal wetland resource area as shown on a Dune. All plans for the construction of a building or plan referenced in and accompanying the structure including a new or replacement Notice and stating that the coastal wetland manufactured home and all plans for a lateral resource area is not significant to any of the addition as defined in 780 CMR 120.G201, a interests identified in M.G.L. c. 131, § 40 (the substantial improvement of a building or structure Wetlands Protection Act). that has incurred substantial damage as a result of flooding and/or storms, work on a foundation that 120.G801 CONSTRUCTION IN under 780 CMR 120.G801.6 requires compliance COASTAL DUNES with 780 CMR 120.G as applicable, proposed within an area that is a coastal dune significant to the 120.G801.1 Requirements for Design and interests of flood control and/or storm damage Construction in Coastal Dunes. All buildings and prevention shall be prepared by a registered structures including manufactured homes, all lateral professional engineer or architect to ensure additions, all substantial improvements to a building compliance with 120.G801.3 through 120.G.8.11. or structure that has incurred substantial damage as a result of flooding and/or storms, and all work on a 120.G801.3 Foundation Types in a Coastal Dune. foundation that under 780 CMR 120.G801.6 All buildings, structures, or lateral additions, and requires compliance with 780 CMR 120.G801, that substantial improvements to a building or structure are proposed within an area that is a coastal dune that has incurred substantial damage as a result of significant to the interests of storm damage storms and/or flooding that are located in a coastal prevention and /or flood control shall comply with dune significant to the interests of flood control the provisions of 780 CMR 120.G801 including and/or storm damage prevention shall be supported 120.G801.1 through 120.6801.11. The deterrnina- on open pilings without footings to allow the lateral tion of whether such construction work is proposed movement of the dune and shall be adequately to be located within an area that is a coastal dune anchored to such pilings. The pilings shall have significant to the interests of storm damage adequate soil penetration to resist the combined prevention and/or flood control shall be based solely wave and wind loads (lateral and uplift) to which on the construction documents submitted to the such piles are likely to be subjected during storm building official in accordance with 780 CMR events. Pile embedment shall include consideration 120.G701 including 120.G701.1.1(a) through (d). If of decreased resistance capacity caused by scour of the proposed construction work is also located in a soil strata surrounding the piling. Pile system design flood - hazard zone or a high - hazard zone, the and construction shall be made in accordance with construction work shall also comply with applicable the provisions of 780 CMR 1816.0 and 1817.0. provisions of 780 CMR 120.G501 or 120.G601, as Exception: Where surface or subsurface applicable. conditions consist of nonerodible soil that Note 1: A lateral addition proposed to be prevents the use of pile foundations, spread constructed within a coastal dune that is footing or mat foundations may be permitted significant to the interests of flood control and/or provided they are anchored to prevent sliding, storm damage prevention shall be constructed in uplift or overturning to nonerodible soil with accordance with 780 CMR 120.G801.1 through sufficient strength to withstand forces from the 120.G801.1 I whether or not the lateral addition is combinations of load. a substantial improvement as defined in 780 CMR Note: An Order of Conditions is required for 120.G201. the construction of a new foundation in a Note 2: A substantial improvement to a building coastal dune that is significant to the interests or structure including a manufactured home, that of flood control or storm damage prevention. is located in a coastal dune that is significant to An Order of Conditions is also required for the interests of flood control and/or storm damage work on a foundation that under 780 CMR prevention and that has not incurred substantial 120.G8.6 requires compliance with 780 CMR damage as a result of flooding or storms does not 120.G801. To allow the lateral movement of trigger the requirement that the existing building the dune, the Order of Conditions may impose 1000 780 CMR - Seventh Edition DRAFT 4 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES additional requirements or restrictions on the damage prevention, and that has incurred substantial use of certain foundation types based on site- damage as a result of flooding or storms shall be specific factors. All foundations in such a subject to the requirements in 780 CMR 120.G701 coastal dune must also be designed and and 780 CMR 120.G801 applicable to buildings or constructed in accordance with the Order of structures including without limitation the elevation Conditions. and foundation type requirements of 780 CMR 120.G801.4 Elevation in a Coastal Dune. Within 120.G801.3 and 120.G801.4. a coastal dune that is significant to the interests of 120.G801.8 Protection of Mechanical and flood control and/or storm damage prevention, all Electrical Equipment in a Coastal Dune. New buildings or structures including new and and replacement electrical equipment, heating, replacement manufactured homes, all lateral ventilating, air conditioning and other service additions as defined in 780 CMR 120.G201, and all equipment in a coastal dune that is significant to the substantial improvements of a building or structure interests of flood control and /or storm damage that has incurred substantial damage as a result of prevention shall be placed at the elevation required flooding or storms shall be erected so that the by the Order of Conditions. bottom of the lowest horizontal structural member of 120.G801.9 Certifications and Plans for the lowest floor with the exception of pilings or pile Construction in a Coastal Dune. Certifications caps is located at the elevation required by the Order and plans in accordance with 780 CMR of Conditions. 120.G801.10 and 120.6801.11 shall be submitted Note: Orders of Conditions issued by a for the following construction work in a coastal dune Conservation Commission maybe appealed to the significant to the interests of flood control and/or Massachusetts Department of Environmental storm damage prevention: all work on a foundation Protection and the Division of Administrative that under 780 CMR 120.G801.6 requires Law Appeals by following the procedures set compliance with 780 CMR 120.G801, all lateral forth in 310 CMR 10.05(7). additions as defined in 780 CMR 120.G201, all I20.G801.5 Recreational Vehicles in a Coastal buildings or structures, including new and Dune. Recreational vehicles placed in a coastal replacement manufactured homes, and all substantial dune that is significant to the interests of flood improvements of a building or structure that has control and/or storm damage prevention and that incurred substantial damage as a result of flooding either are not fully licensed and ready for highway and/or storms. use or placed on the coastal dune for more than 180 120.G801.10 As -built Elevation Certification for consecutive days shall be designed and constructed Construction in a Coastal Dune. After the in accordance with the requirements of 780 CMR construction of the foundation is complete and 120.G801.1 through 801.11 applicable to buildings before the commencement of any other work on the or structures including new or replacement building or structure including a new or replacement manufactured homes. manufactured home, or if there is no other work, the 120.G801.6 Repair or Replacement of Existing occupancy of the structure, a licensed land surveyor Foundations in a Costal Dune. Except as or registered design professional shall submit otherwise provided herein, existing foundations in a certification to the building official that the actual coastal dune significant to the interests of flood elevation of the lowest horizontal structural member control and/or storm damage prevention may be in relation to the elevation of the dune prior to the repaired without further compliance with 780 CMR start of construction meets or exceeds the 120.G, as applicable. Existing foundation systems in requirements of 780 CMR 120.G801.4. a coastal dune significant to the interests of flood 120.G801.11 Coastal Dune Construction control and/or storm damage prevention, which are Documents. The building official shall require that replaced in total, which are replaced so as to the registered design professional provide constitute new construction, or any substantial repair construction documents showing details of of a foundation as defined in 780 CMR 120.G201 foundation support and components, loading shall trigger the requirement that the foundation be computations and other essential data demonstrating brought into compliance with the applicable compliance with the requirements of 780 CMR provisions of 780 CMR 120.G801 including 120.G801 including 120.G801.3 and 120.G801.4 for 780 CMR 120.G801.3 and 120.G801.4. the following construction work in a coastal dune 120.G801.7 Substantial Improvement of a significant to the interests of flood control and/or Building or Structure, Including a Manufactured storm damage prevention: all work on a foundation Home, That Is Located in a Coastal Dune and that under 780 CMR 120.G801.6 requires Has Suffered Substantial Damage.. All substantial compliance with 780 CMR 120.G801, all lateral improvements to a building or structure including a additions as defined in 780 CMR 120.G201, all manufactured home that is located in a coastal dune buildings or structures as defined in 780 CMR that is significant to flood control and/or storm 120.G201, including new and replacement 8/8/08 780 CMR - Seventh Edition 1001 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE manufactured homes, and all substantial the registered design professional indicating that the improvements of a building or structure that has design and proposed methods of construction are in incurred substantial damage as a result of flooding or accordance with applicable provisions of 780 CMR storms. The construction documents shall be 120.G801 including 120.G801.3 through 120.G8 accompanied by a statement bearing the signature of 1002 780 CMR - Seventh Edition DRAFT —� Massachusetts Department of Environmental Protection - - Bureau of Resource Protection - Wetlands MassDEP rile Number: WPA Form 5 — Order of Conditions 246- 9______ _ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 - IIIII�I611IIIIIIIIIIIIIII IIIlIIllllllllllllllll i IIlI ill ll 11111 l lllf III I A. General Information y f �_:�:; 2001 00019655 Sk: 9588Pg: 256 Page: 1 of 12 Important: Northamp Recorded: 09 /04/2008 03:56 PM When filling 1. From: Conservation Commission out forms on - tne computer, 2. This issuance is for (check one) a. C Order of Conditions b. ❑ Amended Order o` Conditions use only the tab key to 3. To: Applicant: move your cursor - do not H elen Glazewski _ use the return a. First Name b. Last Name key._ c. Organization ab 503 Mount Tom Road d. Mailing Address Northampton MA 01060 return e. Citv/Town f. State g. Zip Code 4. Property Owner (if different from applicant): a. First Name b. Last Name c. Organization d. Mailing Address e. City/Town — f. State g. Zip Code ~ 5. Project Location: 503 Mount Tom Road Northampton a. Street Address b. City/T own 46 058 c. Assessors Map /Plat Number d. Parcel /Lot Number Latitude and Longitude, if known: 42.17 -72.37 e. Latitude f. Longitude 6. Property recorded at the Registry of Deeds for (attach additional information if more than one parcel): Hampshire a. County b. Certificate Number (if registered 12nd) 6651 121 c. Book d. Page 7. Dates: 06/24/2008 07/24/2008 08/11/2008 a. Date Notice of Intent Filed b. Date Public Hearing Closed c. Date of Issuance 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Site Plan for Mary Glazewski 503 Mount Tom Road a. Plan Title Vreeland Design Associates David Vreeland b. Prepared By c. Signed and Stamped by 0 6/20/2008 1'r =40' d. Final Revision Date e. Scale f. Additional Plan or Document Title g. Date wpaform5.doc • rev. 2/27/08 Page 1 of 10 e Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 — Order of Conditions 246 -619 Ll Massachusetts Wetlands Protection Act M.G.L. c. 131, X40 B. Findings i. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above - referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑I Public Water Supply b. ❑ Land Containing Shellfish c. ❑ Prevention of Pollution ❑ d. C Private Water Supply e. [ Fisheries AY t. Protection of Wildlife Habitat g. ❑ Groundwater Suppiy h. Storm Damage Prevention i. ❑ Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ❑ the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice o- Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. C. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a. final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary (if available) a. linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a. linear feet b. linear feet c. linear feet d. linear feet 5. ❑ Bordering Vegetated Wetland a. square feet b. square feet c. square feet d. square feet s. ❑ Land Under Waterbodies a. square feet b. square feet c. square feet d. square feet and Waterways e. c/y dredged f. cly dredged wpa(orm5.doc • rev. 2/27/08 Page 2 of 10 Massachusetts Department of Environmental Protection MassDEP File Number: -- j Bureau of Resource Protection - Wetlands > WPA Form 5 — Order of Conditions 246 -619 Massachusetts Wetlands Protection Act M.G.L. c. 131, X40 B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement see p lan see Ian s ee plan 7. ❑ Bordering Land see plan p Subject to Flooding a. square feet b. square feet c. square feet d. square feet see plan see plan see plan see p Cubic Feet Fiood Storage e. cubic feet f. cubic feet g. cubic feet h. cubic feet 8. ❑ Isolated Land Subject _ to Flooding a. square feet b. square feet Cubic Feet Flood Storage c. cubic feet d. cubic feet e. cubic feet f. cubic feet 9. ❑ Riverfront area a. total sq. feet b. total sq. feet Sq ft within 100 ft c. square feet d. square feet e. square feet f. square feet Sq ft between 100 -200 ft g. square feet h. square feet i. square feet j. square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a. square feet b. square feet c. c/y dredged d. c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and /or Coastal Dunes below 13. ❑ Coastal Beaches a. square feet b. square feet c. ciy nourishmt. d. c/y nourishmt. 14. ❑ Coastal Dunes a. square feet b. square feet c. c/y nourishmt. d. c/y nourishmt. 15. ❑ Coastal Banks a. linear feet b. linear feet 16. ❑ Rocky Intertidal Shores a. square feet b. square feet 17. ❑ Salt Marshes a. square feet b. square feet c. square feet d. square feet 18. ❑ Land Under Salt Ponds a. square feet b. square feet c. c/y dredged d. c/y dredged 19. ❑ Land Containing Shellfish a. square feet b. square feet c. square feet d. square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a. c/y dredged b. c/y dredged 21. ❑ Land Subject to Coastal Storm Flowage a. square feet b. square feet wpaform5.doc • rev. 2127108 Page 3 of 10 r } i Ll Massarhusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: I WPA Form 5 — Order. of Conditions 2 -615 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 L C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts.of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MassDEP "] 'File Number 246 -619 " wpaform5.doc • rev. 2/27108 Page 4 of 10 1 h Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: Ll WPA Form 5 — Order of Conditions 246 -619 Massachusetts Wetlands Protection Act M.G.L. c. 131, X40 C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. An� change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is sigravicant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to•any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation orother means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his /her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and /or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. The work associated with this Order is (1) ❑ is not (2) © subject to the Massachusetts Stormwater Policy Standards. If the work is subject to the Stormwater Policy, the following conditions apply to this work and are incorporated into this Order: a) No work, including site preparation, land disturbance, construction and redevelopment, shall commence unless and until the construction period pollution prevention and erosion and sedimentation control plan regJired by Stormwater Standard 8 is approved in writing by the issuing authority. Until the site is fully stabilized, construction period erosion, sedimentation and pollution control measures and best management practices (BMPs) shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan, and if applicable, the Stormwater Pollution Plan required by the National Discharge Elimination System Construction General Permit. i wpaf(xm5.doc • rev. 2/27108 Page 5 of 10 i' Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 — Order of Conditions 246 -619 I L j Massachusetts Wetlands Protection Act M.G.L. c. 131, X40 C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) b) No stormwater runoff may be discharged to the post- construction stormwater BMPs until written approval is received from the issuing authority. To request written approval, the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as -built plans signed and stamped by a registered professional engineer certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed; and all post- construction stormwater BMPs were installed in accordance with the plans (including all planting plans) approved by the issuing authority, and have been inspected to ensure they are not damaged and will function properly. c) Prior to requesting a Certificate of Compliance, the responsi )le party (defined in General Condition 18(e)) shall submitto the issuing authority an Operation and Maintenance (O & M) Compliance Statement for the Stormwater BMPs. This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1. "Future responsible parties shall be notified in writing of their continuing legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan; and 2. The Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of the Certificate." d) Post - construction pollution prevention and source control shall be implemented in accordance with the long -term pollution prevention plan section of the approved Stormwater Report and, if applicable, the Stormwater Pollution Prevention Plan required by the National Discharge Elimination System Multi- Sector General Permit. e) Unless and until another party accepts responsibility, the issuing authority shall presume that the responsible party for maintaining each BMP is the landowner of the property on which the BMP is located. To overcome this presumption, the landowner of the property must submit to the issuing authority a legally binding agreement acceptable to the issuing authority evidencing that another entity has accepted responsibility for maintaining the BMP, arid that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f) through 18(k) with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f) through 18(k) with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot, the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans, the Operation and Maintenance Plan section of the approved Stormwater Report, and the Massachusetts Stormwater Handbook. g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three years including inspections; repairs, replacement and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make this log available to MassDEP and the Conservation Commission upon request; and 3. Allow members and agents of the MassDEP and the Conservation Commission to enter and inspect the premises to evaluate and ensure that the responsible party complies with the Operation and Maintenance requirements for each BMP set forth in the Operations and Maintenance Plan approved by the issuing authority. h) All sediments or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal, state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. wpaform5.doc • rev. 2/27/08 Page 6 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 — Order of Conditions 2 -619 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) j) The stormwater management system approved in the Finai Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. k) Access for maintenance of stormwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access gates. Fence(s) shall be at least six inches above grade to allow for wildlse passage. Special Conditions (if you need more space for additional conditions, please attach a text document): See "Attachment A" D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? © Yes ❑ No 2. The Northampton hereby finds (cheer one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: 1. Municipal Ordinance or Bylaw 2. Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. E that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Northampton Wetlands Ordinance Chapter 337 of the 1. Municipal Ordinance or Bylaw Code of Ordinances 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Inters referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions, attach a text document): See "Attachment X wpaform5.doc • rev. 2/27/08 Page 7 of 10 Massacthusetts Department of Environmental Protection MiassOEP rile Number: Bureau of P.esource Protection - Wetlands WP A Form 5 -- order of Conditions (Massachusetts VVetlands Protection; Act M..G.L. c. 131, X40 E. Issuance This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #Z,, from the date of issuance. ^. Date b Issuance Please indicate the number of members who will sign this form: S This Order must be signed by a maiority of the Conservation Commission. 2.,Numoer of signers The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand deiivered at the same time to the appropriate Depament of Environmental Protection Regional Office, if not filing electr nically, and the property owner, if different from applicant. Signatures: K rotary Acknowiedgeme .t Commonwealth of Massachusetts County of On; this ? � Oi Monti. `:'ear Before me, the undersig Notary Pubiic. Rt/L l�>rZ2 �-- personally appeared Name or' Document signer proved to me through satisfactory evidence of identification, which was/were Description of evioence of identifiafion to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he /she signed it voluntarily for its stated pur / e. As member of \\\ \ \E,W IfIt city, iowr, 7 Conservation Commission yo 't a m: Cn: _ Pil.O \� Signature of of )c / / / ' S �QHUSE S ��� \ ✓C�C S A !I f f I I I\\\\ Printed Name of Notary Public Place notary seal and /or any stamp above l�L (q tO/3 My Co mission Expires (Date) This Order is issued to the applicant as follows: ❑ by hand delivery on by certified mail, return receipt requested, on Date Date wpa(orm5.doc • rev. 2127108 Page 8 of 10 Massachusetts Department of Environmental Protection MassDEP File Number - Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 2 -519 _ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he /she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing , requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act (M.G.L. c. 131, § 40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a,municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. wpaform5.doc • rev. 2/27108 Page 9 of 10 Massachusetts Department of Environmental Protection - Bureau of Resource Protection - Wetlands MassDEP File Number. WPA Form 5 - Order of Conditions 2 Massachusetts 'Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Lan-. Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted or, the I- and Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on this page shall be submitted to the Conservation Commission listed below. Conservation Commission i Detach on dotted line, have stamped by the Registry of Deeds and supmit to the Conservation Commission. - -- — -- — - - -- — ---------------------------- - - - - -- ----------------------------------- - - - - -- — ------------------ - - - - -- — - - -- To Conservation Commission Please be advised that the Orde: of Conditions for the Project at: Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant wpaform5.00c • rev. 2127109 Page 10 of 10 `ATTACHMENT A" 19. Prior to the initiation of any work. the applicant /owner shall submit a letter o; understanding to the Commission stating that he/she has received, read, understands and shall cornply with these Orders. The applicant. and, his or her contractor, foreman and /or construction manager shall sign the letter of understanding. 20. Prior to the initiation of any �A ;ork, the applicant shall submit to the Com111iss10n a sequencing plan for construction, and erosion and sedimentation control installation. 21. Prior to the start of any site work, excavation or construction, a pre - construction conference shall be held on the site, between the contractor conduetIlIE the work. the sitc /project engineer, the applicant, and a member or agent of Conservation Commission, in order to ensure that the requirements of this Order are understood by all parties. Prior to the pre - construction meeting, all erosion control devices must be installed. 22. All required permits must be obtained from the Army Corp of Engineers (Section 404, Water Quality Certification), Plan-ling Board, Zoning Board, Department of Public Works, or Building Inspectorprior to the start of any project. A copy of this Order and associated plans shall remain on site during all construction and /or building activities. The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 24. All revised plans, referenced within this Order of Conditions, shall be approved by the Conservation Commission and incorporated into the permit by reference and shall be followed during the course of construction. 25. The areas of construction shall remain in a stable condition at the close of each construction day. Erosion control measures shall be inspected at this time, and maintained or reinforced as necessary. All such devices shall be inspected, cleaned or replaced during construction and shall remain in place until such time as stabilization of all areas that may impact resource areas is permanent. These devices shall also be inspected to assure that the maximum control has been provided. Any entrapped silt shall be removed to an area outside the buffer zone and resource areas, and maintained or reinforced as necessary. Erosion controls shall be inspected after every rainfall to assure that maximum control has been provided. 26. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement and shall include materials to repair or replace silt fences, straw bales, erosion control blankets, riprap, filter berms or other devices planned for use during construction. 2?. Soils exposed for periods greater than two months shall be stabilized with erosion control blankets and netting, a covering of straw mulch, or a temporary cover of rye or other grass to prevent erosion and sedimentation. Drainage ditches shall be stabilized and seeded with a native perennial grass mixture. Any stabilization materials such as jute netting shall be firmly anchored to prevent them from being washed from slopes by rain or flooding. Preference should be given to biodeyaradable materials. 28. All disturbed areas shall be uraded, loamed and seeded, or stabilized with erosion control blankets or netting, and a covering of straw mulch prior to November 30, of each vear. No disturbed areas or stockpiled materials will be left unprotected or without erosion control after this date. ?9. No disposal of soils or other materials shall be allowed within: a 100 -vear floodplain: 40 feet of the 100 -year floodplain elevation; any wetland; or any area within 100 -feet of a wetland, unless such areas are specifically approved by the Commission, in accordance with 10 CMR 10. 00, and City ofNorthampton Ordinances - Chapter 24 >0. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are as follows: N/A 1. Upon completion of the work covered by this Order, the applicant shall submit an as -built plan, signed and stamped by a registered professional engineer or land surveyor, together with a written request for a Certificate of Compliance. The plan and written request shall specify any ways that the completed project differs fi the plans referenced in the Order. The as -built plan shall include, at a minimum, and as applicable to the project: elevations of all pipe inverts and outlets, pipe sizes, materials, and slopes:. all other drainage structures; limits of clearing, grading, and fill; all structures, pavement, and contours within 100 feet of wetland boundaries; all alterations within the wetland resource areas; and all dates of fieldwork. 32. The owner of the property described in this Order must advise any potential buyer of the property that any constriction or alteration to said property, including brush cutting or clearance, may require approval by the Northampton Conservation Commission. Any instrument conveying any or all of the owners' interest in said property or any portion thereof, shall contain language similar to the following: "This property is subject to the Northampton Wetlands Protection Ordinance and /or Wetlands Protection Act. Any construction or maintenance work performed on this property requires an Order of Conditions, and /or a Determination of Applicability from the Northampton Conservation Commission. ATTEST: HAMPSHIRE, ✓ la, ,^c ce. a�,REGISTER MARIANNE L. DONOHUE