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17A-031 (3) to s BP- 2010 -1137 GIS #: C OMMONWEALTH OF MASSACHUSETTS "�' �� . `", .Ir CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit # BP- 2010 -1137 Project # JS- 2010 - 001601 Est. Cost: $150000.00 Fee: $876.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 84280 Lot Size(sq. ft.): 13677.84 Owner: MAY BONNIE S Zoning. URA (100)//RI /WSP Applicant: WRIGHT BUILDERS AT. 25 STERLING RD Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 NORTHAMPTONMA01060 ISSUED ON. 611812010 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT DINING RM,SUNROOM ADDITION, NEW FRONT PORCH & INTERIOR RENOVATIONS 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 Si FeeType: Date Paid: Amount: Building 6/18/2010 0:00:00 $876.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo File # BP- 2010 -1137 APPLICANT /CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 PROPERTY LOCATION 25 STERLING RD MAP 17A PARCEL 031 001 ZONE URA(100) //RI/WSP THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Tvpeof Construction: CONSTRUCT DINING RM,SUNROOM ADDITION, NEW FRONT PORCH & INTERIOR RENOVATIONS New Construction 5 156 P LSE u N 0 E$ 0 v F � Non Structural interior renovations Addition to Existin Accessory Structure Building Plans Included: Owner/ Statement or License 84280 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF9404ATION PRESENTED: y� �V(At'{�t �-✓ 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 J 6t(--? 1 46) Signature of Buildmg 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 � �., Northampton, MA 01060 phone 413 - 587 -1240 Fax 413 - 587 -1272 "� "5 ' �r ` �1Y f "F �'� rn � APPLICATION TO CONSTRUCT, ALTER, REPAIR; RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address J U N 16 2010 Tftl� section to be completed by office Map t Lot Unit Zoitie C, ,Ev Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record - �X f) o � � 9��- aD fflo IA CA 0/ 0,15 Name (Print) Current Mailing Address: 1L Telephone Signature 2.2 Authorized Agent: Q Aa Name Current Mailing Address: Signature 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 Construction from 6 3. Plumbing 0 6S I Building Permit Fee 4. Mechanical (HVAC) I q tJ 5. Fire Protection � 6. Total = 0 + 2 + 3 + 4 + 5) 1!50 ) (- 0 �— Check Number S This Section For Official Use Onl Building Permit Number: Date Issued: Signature: Building Commissioner /Inspector of Buildings Date Sew � Ci e 0yerook& zcm" crml_f-_ 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 b Building Department Lot Size Frontage Setbacks Front Side L: R: L: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg & paved p arkin g) # of Parkin S es Fi olume & Location) A. Has a Special Permit/ Variance /Findin ever been issued for /on the site? NO 0 DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DON'T KNOW Q YES 0 IF YES: enter Book Page' and /or Document # B. Does the site contain a brook, body of water or wetlands? NO e DON'T KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained © , Date Issued: C. Do any signs exist on the property? YES © 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, exgavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable New House ❑ Addition Replacement Windows Alteration(s) Roofing ❑ Or Doors ID Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding [0] Other [a Brief Description of Proposed 'WL"' Frw'"rPozh r Work: th n c " Geq aY` n o wt; o Jh e� r c c r t -�t^e k, fc k P Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes V' Plans Attached Roll - Sheet L LqV L7 S o o t 6a. If New house and or additi n to existing housing, complete the followin : \1 0 �,,� ( ^ 5 - (�Q (y) a. Use of building: One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? ac- d. Proposed Square footage of new construction. d;ni�_ Dimensions Svi)rC;Orn i(',W C r-m, -1 O e. Number of stories? f. Method of heating? t ��1� & P boa ✓ Fireplaces Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? iV3 h. Type of construction J / i. Is construction within 100 ft. of wetlands? Yes ✓ No. Is construction within 100 yr. floodplain Yes W__ j. Depth of basement or cellar floor below finished grade1 - _ k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer � Private well City water Supply V SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, 1 as Owner of the subject property hereby authorize r l to act on my behalf, in all mattero relative to work authorized by this building permit application. Signature of Owner Date 4he as Owner ut �horizee ereb eclare that the statements nd infor tion on the foregoing application are true and accurate, to the best of myy nowT�"dge ef. Sign under the pains and penalties of perjury. ' BvzZv_� Print Na 7 0 Signature of Owner /Agent Date SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor Not Applicable ❑ Name of License Holder I I t� s r l� Z� r � Z0 License Number Address T� vF Expiration Date Signatuni Telephone 9. Reallstered Home Improvement Contractor: Not Applicable ❑ h- ► 3�,�1e� (-\ c. PCy e r 10 1 53CO Company Na the c� , Registration Number 1 4 6 �i.`fi mss( �1Gmp fon -�'� co) V I II Address Expiration Dat 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. - Home Owner Exemption The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two -year period shall not be considered a homeowner Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: u' k f l),I &Q Site Address: 95 S�er l n� lE'G-0 Applicant Address: y' - fe" S-f- City/Town: /ra r -eo-.r e , +�-eq f he ,,i{v✓l 4 -15 Use Group: Date of Application: Applicant Phone: 51� ' ` a Applicant Signature: u"yl Compliance Path (check one): 42(r W.J Ru> tars ❑ Prescriptive Package (Limited to 1- or 2- family wood frame buildings heated with fossil fuels only) Package (.A through KK from Table J5.2.Ib): Heating Degree Days (HDD „) from Table J5.2.1a: (For items d. through i., fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R -value R- b. Glazing Area' sq.ft. g. Floor R -value R- c. Glazing % (100 x b _ a) % h. Basement wall R- d. Glazing U -value U- i. Slab Perimeter R- e. Ceiling R -value R- j. Heating AFUE ❑ Component Performance: "Manual Trade -Off' (Limited to wood or metal framed buildings only) Climate Zone (from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade -Off Worksheet from Appendix J, [and HVAC Trade -Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate (HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall + Ceiling Area 1 t 1 9 sq.ft. b. Glazing Area' 1 b sq.ft. c. Glazing % (100 x b = a) 1 l /o [V'ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U -value MINIMUM R- Values Fenestration' Ceiling' Wall Floor Basement Wall Slab Perimeter. Depth 0.39' 1 R -37 R -13 R-19 R -10 R -10, 4 ft 1 Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit, or to area- weighted average of all units. 3 R -30 ceiling insulation may be used in place of R -37 if the insulation achieves the full R -value over the entire ceiling area (i.e.- not compressed over exterior walls, and including any access openings.) ❑ "SUNROOM” addition (greater than 40% glazing -to -wall and ceiling gross area) Attach "Consumer Information Form" from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) C A �:Ilt"7 tti tiil,aiit111�it , , •_ - DE?.° R i ?d =VT OF BUILDING I,z1SFEC7!C, rc��O 2I_° ISai3 Street Afunicipal Bui?ding INS R •" , ?ioru�iainuzor,, Mass. 01060 ~ - t Scuar= Fcotace rrcun� A t .�3a �� go it 2nd _ =cor" @ -3a 1/2, = Zcors, Attic, Garace , a.Q h R E Deck, pac&'eS 6 t V ��LtiGCGG�: . • - q_ �� , Or\ File # MP- 2010 -0087 RECEIVED APPLICANT /CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St (413) 586 -8287 v PROPERTY LOCATION 25 STERLING RD MAP 17A PARCEL 031 001 ZONE URA(100) //RI/WSP VJFiiGri ? E�I;LDEI?S, INC j THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED R Feeai G FO �ILLEDOU �� i N ' Building Permit Filled out Fee Paid Tvneof Construction: ZPA - ADDITION & SHED New Construction Non Structural interior renovations Addition to Existin Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE F . LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON TF�MATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate Project : Site Plan AND /OR Special Permit with Site Plan Major Project: Site Plan AND /OR Special Permit with Site Plan 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 Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning & Development for more information. i J - �: UN 2 2010 File No.a �---- „ I G P IRMITAPPLICATION 014,2) t i ninr1 Ple' int all information and return this form to the Building Inspector's Office with the $15 filing fee (check or money order) payable to the City of Northampton 1. Name of Applicant: W,( ( C) e,5 1 ^z- Address: 4 &4.5 --5 00stLow" 0011, MA Telephone: (k 6 ,9( 2. Owner of Property: //�� Address: 2-6 5�✓ I,� f� I � lo vxee , MA Telephone: � 3� 58 5- 0 585 3. Status of Applicant: Owner _ Contract Purchaser Lessee Other (explain) �- 4. Job Location: 2`J" stey ..� (2-8 F1over%ce , MA Parcel Id , Zon>Ing Map# Parcel# D>ISfnct(s): _- _ - In Elm Street District + ` `' h. 'In Central Bu >Iness bntnct (TO BE FILLED IN BY THE:BUIEDING DEPARTMENT)'`; 5. Existing Use of Structure/ Property: le re5``C1 erNcc 6. Description of Proposed Use /Work /Pro'ect /Occupation: (Use additional she s if necessary): Ao,i )L 3&0 f+ C� �in�/ �3 '}Z'� t Y2Gt�� Gt,� IZO � � - 1 1AX cl "le 130 51- 5C 1�C Y1 a a I25 i r` 7. Attached Plans: Sketch_Plan Site Plan Engineered /Surveyed Plans 8. Has a Special Permit /Variance / Finding ge ever been issued for /on the site? NO DON'T KNOW v YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and /or Document # 9.Does the site contain a brook, body of water or wetlands? NO y DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained date issued: (Form Continues On Other Side) W:\ Documents\ FORMS\ original \Building- Inspector\Zoning- Permit- Application- passive.doc 8/4/2004 10. Do any signs exist on the property? YES NO IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) ove acre or is it part of a common plan of development that will disturb over 1 acre? YES NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION {MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION )t- z(.Cp 5a 1I uncove✓cc1 deck a (�S C., tie 11 de5,"iVA This column reserved I rDCC', S �a ��' r d t° 1�^ e r i 17-3 6,2y , I` for use by the Building Dep artment i kh� ll es'dr, EXISTING PROPOSED REQUIRED BY ZONING Lot Size 4- I3, (��5 + Frontage 1 100 100 Setbacks Front Side L: R: 11 L: ° R: 1 ' L: R: Rear Building Height Z0� 7U' Building Square Footage Open Space: (lot area minus building Et paved o ¢ o parking # of Parking Spaces 3 3 # of Loading Docks NIA �JIA Fill: (volume Et location) IJ A !� ,�► 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: 1 I to Applicant's Signature �v NOTE: Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Historic and Architectural Boards, Department of Public Works and other applicable permit granting authorities. W:\ Documents\ FORMS\ original \Building- Inspector\Zoning- Permit - Application- passive.doc 8/4/2004 ♦ A ti SVE SVE Associates Engineering Planning Landscape Architecture Surveying June 11, 2010 Ms. Lynne Badgett Wright Builders 48 Bates Street Northampton, MA 01060 Subject: Dry Well Design — May Residence 25 Sterling Road Florence, MA G1633 Dear Lynne: Attached please find calculations supporting the design of two dry wells for the residential property at 25 Sterling Road in Florence, MA. The dry wells are proposed in support of the residential improvements proposed for the property. Two dry wells are proposed and they are delineated on the attached site plan exhibit prepared by your office and a survey by Harold Eaton & Associates. The dry well characteristics are as follows: Dry Well Chambers Read Volume (CF) Volume Provided (CF) #1 2 24.5 27.4 #2 3 34.0 41.1 Dry well recharge volume accounts for ADS ARC 36 Chambers and a void space equal to 40 percent of the stone base volume. The dry well design is consistent with the structural best management practices outlined in the Massachusetts Storm Water Management Handbook. Please do not hesitate to give me a call if you have questions. Yours truly, SVE Associates Anthony W -ski Jr., P.E. Senior Engin er Cc: File www.sveassoc.com 377 Main Street PO Box 1818 47 Marlboro Street PO Box 316 69 Grove Street Greenfield, MA 01301 439 West River Road Keene, NH 03431 16 Beaver Meadow Road Rutland, VT 05701 Brattleboro, VT 05302 Norwich, VT 05055 Tel. 013 774.8698 Tel 603 355 1532 Tei 802 775 1181 Fax 413 773.0675 Tel 802 257 -0561 Fax 603 355 -2969 Tel 602 526-17 11 Fax 802 774 -1151 Fax 802 257 -0721 Fax B02 526 -1113 L DPI Gfl�l = 1 ,7 MIN, COVER c 12' CHAMBER HE1GH1 INLET �/ 13• INVERT = 6.5' s TRENCt �"" •r - *-. .� WIDTH = 36' SECTION A -A c# te of he lm' s7bN V ,p 11�577 Ce /C+fA-M 5eg- chron eR4 f 1 V W A� � , JA, r No. 46w COO 9 /STIS A S 19 '±3'58' W 100.66' rrwr shed syeo LOT AREA 13,676± SQ. F7TT- 0.3139± ACRES 4k d BOOK 7735, PAGE 59 PLAN BOOK 5S, PAGE 48 TOTAL LOT AREA — 13,676± S 0 1 TOTAL BUILDINGS AREA — 2,M ° aa�rl I on TOTAL DRIVEWAY AREA — 656_ h %IMPERVIOUS LOT COVERAGE floor r�o� 1 + 17 011 8.6 ±1 p h n z /25 > rl \ 1 \ 1 •*y'�� � i+ormav 1 c.. &" E N r � SALTS J] N 12 E 100.00' 1 1 / I (leo s i 47 1 A��k STERLING ROAD r� I n• 20- aa� bo• a 7- l+ - BOAJAIr C Y llk w u� otst6w ti R-6 �0 Co 3 G ir-) Qot., ( ort.) 410 2.5 27.- z C elolwo D t� $ 6 a ft4 4b 1 4,(o T1 `� 4 CIVI T SS "' U R.S V No.46 - F s yAL od v 0; ,2E ,)C �,p,/► 00 '47- ( e e> 05 Aie �,zo 2,4 A, So �RAwes we�) 4 Olt ItM effe SarTD M 6lt = t 2 ►7.77 Ir— h t Fr t 2, ��' 5F Z f 1Z 1 h 5 ov� . do* a 4- T ago AKMONY WONSESICt JR. m, o C"'L i NN615 A � �FCas FssrONA �4t � I � i t i I t I � ! _ � • I el �i . ........... ... 1 1:60 4t 4 Massachusetts Stormwater Handbook Type 11124 -hr Ratnfa&1,29' Pond 2P: Infiltration Trench Hydrograph 0.87 cfs C lnnow 0.9 Inflow Area =0.750 ac discarded 0.8 Peak Elev=4.00' 0 Storage =1,212 cf 0.s 0.5 3 a : 04- 0. ° 3 a.06 cfS o. 0 11 12 13 Time (hours) Table 2.3.3. 1982 Rawls Rates Texture Class NRCS Hydrologic Soil Group Infiltration Rate (HSG) Inches /Hour Sand 8.27 i.oa-n� Sand A 2.41 San dy Lo am -- B i. I Loam _..._._ B 0.52 Silt Loam C 0.27 Sandy Clr.% Loam C 0.17 Cia , , , Loam D 0.09 Silt- Cl ay Loam D 0.06 Sandti Cav D 0.05 Silty Clay D 0.04 - -- Clav D 0.02 b Aauls, Srake a 5a tun. 14 82 plume 3: Documenting Cen�pl«nce \.pith the Massachusetts Stormnater Chapter i Page 22 NSanagement Standards n r O O d < Z Z o Lo _ ® ® a C N U) m a (D _ M ° o ° o t� N W O a Xt US N ci? m cu O ti o O a o g > m U E CO n O w c� c`� ❑ ❑ @ E d O E p ow aj z ; z v� • O a o CL 0 L_ P, 7 0 � .o E ca c z c 3 - ` _ > > m o ty o a to CL a N, v p m �s W �j o 9 tD ❑ 0 ° _ >1 c �_ �_ a a O o c LL w mm c c a W v j Z Z Z Z o0 ❑ ❑ ❑ ❑ CL > o CL C: c >, M c u� Q c w co L ?+ ° 0 ® ❑ ® ❑ o _ �. V Z E >. cam• m u O '� U v c c O tii Z > 0 r m L Z 'S Q a�i R3 C Q n g v v _ ° ® (D cis C c� E w , c CC LO LO L 3 �r w °� t-'E < C o J„ 0 g L c v 2 o 3` °EE �Z�Q� n YE M m v c o r c a O! z . E .S v LL N ui 2 � C/3 U 0. = w co c9 ti d d O 0 V U LL eQ m N L6 0 3 I r ° Z3 [�ecer E i N + = o O Y G N N Z O m m L a. 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Ig �/' ��.. � +., h �sf t15l�• 3 ems'- (,> , , r."rD� � ��� �d� \Y.'` }ir(��� '—•"^ t�. `�- nom: 1�/ '' y � ! x}"'"` `� .,:7 '! j�. +f J ��f � w/_ �'' •� a(4. � `,.� Cam' •� �L „ '�• 4, r r ,/ �, ��• t _ a t , ,�- ili Name: EASTHAMPTON Location: `-',_� a . l l�> . ,vim' A r '� :�► 1 :�,,. >� a Imo+ t: -.� �s'S?! 1 ,�1` �� _ =-�i � ,� t• R. „� ' � ;;� --•� , �� /, -: ,• ,,, ti 0• Da te: 6/8/2010 Caption: Wrigth Builders Scale: 1 inch equals 000 feet 25 Sterling Road Florence, MA 0.0 � 9 W U S fi m / d f � A c 4 (n N N CU � I S M InV O Q E cu �! F - o � A e a T. E n a y y � �o A F Q q a c A 6 f7 00 m rn d 0 Z o n a o n ,� o i9 m 0 — m e � m d t0 O N y O ❑ m O r m 0 E U= ❑ r m e J 4 Z U) C ° c�' N N t . L v ° LL t a o o Q O m O O U - a O , v d U. ° , n r E o `� �° t E E a Z r t o n ° w eNO n ai m L o w E [i ► � m 2 N L y� d E .0 z � E _ m id � ° .y O v 0 0> c ji HTa ❑ oa Qw Z _ 0 c a n ` m m 0 E Q V w a� � � N p C m 0 d — r ° a E m E E a. in U E .L� c aI a H cg E o c T U � � T'o c � d c N a N _ — l0 LL O ta om ` O1 8 ` 3 o U 2 t h N o a m c E o K gg 75 e c 'm m o . q O 0 e L in 'Z ( D L p w . W J Q. o Pi Q ° ° u E W o. o m o m p n o a $ d a _ `° d m U') >• o y e a = Q m LL 3 r. > > T m c o v1 n° m U U o C9 g a m m ( h U) in y ul w C ® x . x 6D <® O>+ Q 41 w O z n` . . . ~ Soil Map—Hampshire County, Massachusetts, ocnoa purl vwnm Builders Florence Map Unit Legend Hampshire County, Massachusetts, Central Part (MA609) Map Unit Symbol MapUnftName Acres In AOI Percent of AOI j 51A Swansea muck, 0 to 1 percent slopes 1.7 0.7% 225B Belgrade sill loam, 3 to 8 percent slopes 3.7 13% 253A Hinckley loamy sand, 0 to 3 percent Slopes 135.31 60.2% 253B Hinckley loamy sand, 3 to 8 percent slopes 21.7 9.7% 253C Hinckley loamy sand, 8 to 15 percent slopes 26.9 12.0% 1305C Paxton fine sandy loam, 8 to 15 percent slopes 3.2 1.4% 305D Paxton fine sandy loam, 15 to 25 percent slopes 0.3 0.1% 306B Paxton fine sandy loam, 3 to 8 percent slopes, 5.0% very stony 306C Paxton fine sandy loam, 8 to 15 percent slopes, 5.2 2.3% very stony 306D Paxton fine sandy loam, 15 to 25 percent slopes, 6.6 2.9% very stony 600 Pits, gravel 7.7 3.4% 651 Udorthents, smoothed 13 0. % s It Totals for Area of Interg 224.7 100.0% USDA Natural Resources Web Soil Survey 617/2010 iiiiiiw- Conservation Service National Cooperative Soil Survey Page 3 of 3 d hYA 4: L.— TM f Leachfield Chamber SAVE TIME AND LABOR WITH THE ARC 36 HC Leaching chambers are rapidly becoming the product of choice for leachfield applications over conventional pipe and gravel systems. Their lightweight - construction offers lower installed costs and less intrusive installations. Lock & Drop ENGINEERED FOR OPTIMAL PERFORMANCE The Arc 36 HC septic leaching chamber is a sturdy, lightweight plastic unit that combines maximized infiltrative surface area and storage capacity with \' an improved structural design to handle most any conventional leachfield system challenge without sacrificing performance. . This unique combination allows for increased effluent dispersal performance and improved structural integrity as well as ease / of installation and simplified contouring capabilities, l i FEATURES & BENEFITS: • Injection- molded from High Density Polyethylene (HOPE) for IlgkllWl} Side Port Coupler and sturdy design • 20- degree integral articulating joint that is ideal for eltner straw; >' or contoured septic leachfield applications • True corrugated chamber design eliminates fiat surfaces and provides increased load bearing capability in the trench • Designed to accommodate both gravity -fed and pressure - dried' systems • `Lock and Drop' joint provides a more positive connection during, installation and backfill • A universal inlet /outlet end cap • Inspection vent ports on every unit with easy-to--remove knockouts for maximum job site flexibility Diamond Plate Texture • Convenient five -foot lengths are easy to handle • Quickly installed by one person into three -foot wide trench or bed applications • Increased plumbing option with Side Port Coupler component which snaps in place to allow side entry at any joint throughout the trench line. • Diamond plate texture increases slip resistance and enhances ease of installation E ADS representatives are committed to providing you with the answers to all your questions, Including specifications, and Installation and more. • f ADS ARC 36 HC SEPTIC LEACHING CHAMBER SPECIFICATIONS SCOPE This specification describes the Arc chamber units for use in onsite wastewater disposal applications. CHAMBER REQUIREMENTS Are chambers are manufactured from high-density polyethylene with an open bottom, solid top and louvered sidewalls. Sidewall louvers shall be designed to minimize soil intrusion. Chamber shall meet the load rating of H -10 (16,000 lb per axle) with a minimum of 12 inches of cover when tested in accordance with IAPMO PS 63 and installed in accordance with manufacturers installation procedures. Chamber is also available in version with H -20 (32,000 lb per axle) rating with 16" cover. To order the H -20 model, please consult with your representative. CHAMBER CONNECTION Each chamber shall interlock with an integral articulating joint. Articulating joints shall have a free range of horizontal rotation of 20 degrees, with a maximum of 10 degireFa in either direction. Articulating joint shall be constructed by placing the dome with engaging knuckle of the incoming chamtser over the post end of the previously – installed chamber, with final engagement occurring when OW 10wer base flanges of the incoming chamber under -lap the raised base flanges of the previously- instaw MATERIAL PROPERTIES 5 Each chamber shall be manufactured from high - density polyethylene as defined and described in IAPMO PS 63.'" r— c INSTALLATION '''� Installation shall be in accordance with ADS installation procedures and those issued by the local health department regulations. 83 POST END W DOME END WITH — REC °_IVING AREA 'KNUCKI F 10.)5 34.5- �, fl 12.27 srr.R. 10.7 CU ' A ` (80 Bell 50 Members 25 Pellets For more information on ADS Arc 36 HC and other ADS products, please contact our 2 Pallet. 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Thanks, 1 Thermal Performance Glazing U- Factor R -Value SHGC Visible Light ENERGY STAR Transmittance Compliance Clear 0.49 2.04 0.59 0.63 - -- Low 0.36 2.78 0.30 0.54 - -- Low- E/Argon 0.32 3.13 0.30 0.54 NC, SC 2X Low- E/Argon 0.32 3.13 0.28 0.47 NC, SC F ederal Incentive Packaget 0.30 3.33 0.21 0.50 All Zones I - Vicon double hung windows can qualify for a federal tax credit under The American Recovery and Reinvestment Act of 2009 when installed in the homeowner's existing principal residence. For the latest program guidelines and qualifications, please visit harveybp.com and consult a tax professional. For structural performance values and other product specifications, visit harveybp.com. 1.1-factor measures the rate of non -solar heat transfer from one side of the window to the other. Heat transfer implies both heat loss out of a living About Harvey Building Products space during cold weather and non -solar heat gain during hot summer months. The lower the U- factor, Harvey has built a solid reputation as a leading manufacturer and the better the performance. distributor of quality building products. A family -owned and operated R -value measures the resistance of a glazing material or fenestration assembly to heat flow. A high R -value business with over 45 years' experience, Harvey Building Products is window has a greater resistance to heat flow and a known for outstanding craftsmanship and superior service as well as higher insulating value than one with a low R- value. standing behind every product we make. In addition to manufacturing Solar Heat Gain Coefficient (SHGC) measures durable, attractive windows, doors and patio rooms, Harvey distributes a full how well a product blocks heat from the sun. The lower the SHGC, the better a product is at blocking line of highly respected building products to professional contractors and unwanted heat gain. builders throughout the Northeast. Visible Transmittance (VT) measures how much light comes through a product, The higher the VT, We understand what it takes to be part of your homer"' the more light that comes through. A IN Harvey Building Products 1400 Main Street HARVEY - -® Waltham, MA 02451 -1623 USA BUILDING 800- 9HARVEY (800- 942 -7839) PRODUCTS Information about Harvey Building Products and our YEAR products and services can be found at harveybp.com. O GLASS 09 -271 FSC Mixed Sources ENO Terminal pts /350 09/09%10 16:22:27 PCGIQRORIQ -0136 PRODUCTION CONTROL ORDER INQUIRY MODE - INQ CRT0930 CUSTOMER # - [0001- 00128037 -000] MFG ORDER - [0016- 02876091 -00) CUST NAME - [WRIGHT BUILDERS INC ] ACK ORDER - [0021- 02477720 -00) JOB NAME -[MAY ALDEN ] CASH SALE -[ ] -[ ] SHIP PHONE -[413- 586 -8287] MFG PO STAT[NONE ) AREA - [0016] SPRINGFIELD WAREHOUSE TRAN CODE -[52) CHARGE ORDER ENTERED-[08/19/20101 RUSH . -[011 RUSH - REMAKE MFG REC- [08/19/2010] CLERK - [DENNIS BRUNELLE ] LEADTME- [l DAY ) REF NO -[16-28647581 0010 =MISC -FIELD SERVICE DA MFG 04 DAYS OUST SERV REMAKE 0001 WHITE WID= [ 33 1/2 ] HGT= [ 57 ) VIDHSPEC TOP SASH CODED SIZE GLS =[ 27 11/161 [ 26 3/161 GLASS = LOWE ARGON GRID INFO: MODEL:IN -GLASS TYPE- CONTOUR GRID STYLE- COLONIAL SETUP:02V 01H REASON REMADE - SALES POLICY # OF LABELS: 0001 Double Lock, 0020 =MISC -FIELD SERVICE DA MFG 04 DAYS CUST SERV REMAKE 0001 WHITE WID =[ 33 1/2 ) HGT =[ 57 ] VIDHSPEC BOTTOM SASH CODED SIZE. GLS =[ 28 111161 [ 26 3/161 GLASS = LOWE ARGON REASON REMADE - SALES POLICY # OF LABELS: 0001 Double Lock, * ** END OF DETAIL * ** F3= Tracking F4 =Quit l Terminal pts /350 09109110 16:04 :17 PCGIQRORIQ -0136 PRODUCTION CONTROL ORDER INQUIRY MODE - INQ CRT0930 CUSTOMER # - [0001- 00051944 -000] MFG ORDER - [0016- 02876549 -00] CUST NAME - [BAYSTATE EXTERIOR RESTORATION ] ACK ORDER - [0021- 02478353 -00] JOB NAME -[may alden ] CASH SALE -[ ] - [ ] SHIP PHONE -[413- 549 -6824] MFG PO STAT[NONE ] AREA - [0016] SPRINGFIELD WAREHOUSE TRAN CODE -[52] CHARGE ORDER ENTERED - [08/20/2010] RUSH -[04] FAST TRACK MFG REC- [08/20/2010] CLERK - [DENNIS ]BRUNELLE ] LEADTME- [2 1/2 WEEKS ] REF NO -[16-28611681 0010 =MISC -FIELD SERVICE LD MFG 04 DAYS CUST SERV REMAKE 0005 WHITE WID= [ 33 1/2 ] HGT= [ 57 ] SLIMWWDH TOP SASH CODED SIZE GLS =[ 27 11/161 [ 26 3/161 GLASS = LOWE ARGON GRID INFO: MODEL:IN -GLASS TYPE- CONTOUR GRID STYLE - COLONIAL SETUP:02V 01H REASON REMADE - SALES POLICY # OF LABELS: 0005 Double Lock, 0020 =MISC -FIELD SERVICE LD MFG 04 DAYS CUST SERV REMAKE 0005 WHITE WID =[ 33 1/2 ] HGT =[ 81 ] SLIMWWDH _BOTTOM,_SASH CODED SIZE GLS =[ 28 111161 [ 38 3/161 GLASS = LOWE ARGON REASON REMADE - SALES POLICY # OF LABELS: 0005 Double Lock, MORE DETAIL ON NEXT SCREEN F3= Tracking F4 =Quit F9 =NEXT Terminal pts /350 09109110 16:04 :27 PC6IQRORIQ -0136 PRODUCTION CONTROL ORDER INQUIRY MODE - INQ CRT0930 CUSTOMER # -[0001-00051944-000] MFG ORDER -[0016-02876549-001 CUST NAME - [BAYSTATE EXTERIOR RESTORATION ] ACK ORDER - [0021- 02478353 -00] JOB NAME -[may alden ] CASH SALE -[ ] - [ ] SHIP PHONE -[413- 549 -6824] MFG PO STAT[NONE ] AREA - [0016] SPRINGFIELD WAREHOUSE TRAN CODE -[52] CHARGE ORDER ENTERED - [08/20/2010] RUSH -[04] FAST TRACK MFG REC- [08/20/2010] CLERK - [DENNIS BRUNELLE ] LEADTME- [2 1/2 WEEKS ] REF NO -[16-28611681 0030 =MISC -FIELD SERVICE LD MFG 04 DAYS CUST SERV REMAKE 0003 WHITE WID= [ 35 1/2 ] HGT= [ 24 ] VCAWN (2005) VENTED SASH ONLY CODED SIZE GLS =[ 30 3/8 ] [ 18 7/8 ] GLASS = LOWE ARGON GRID INFO: MODEL:IN -GLASS TYPE- CONTOUR GRID STYLE - COLONIAL SETUP:02V 01H REASON REMADE - SALES POLICY # OF LABELS: 0003 0040 =0001 WHITE W &S GLASS [ 29 3/8 ] [ 13 7/8 ] TTT LOWE ARGON GLASS FOR: VINYL P W GRID INFO: MODEL:IN- GLASS TYPE - CONTOUR STYLE - COLONIAL TOP:02V * ** END OF DETAIL * ** F3= Tracking F4 =Quit F10= Previous Terminal. pts /308 09/08/10 11:06:17 PC6IQRORIQ -0136 PRODUCTION CONTROL ORDER INQUIRY MODE - INQ CRT0922 CUSTOMER # - [0001 - 00051944 -000] MFG ORDER - [0016- 02876084 -00] CUST NAME - [BAYSTATE EXTERIOR RESTORATION ] ACK ORDER - [0021- 02477708 -00] JOB NAME -[may alden ] CASH SALE -( ] - [ ] SHIP PHONE -[413- 549 -6824] MFG PO STAT[RECEIVED ] AREA - [0016] SPRINGFIELD WAREHOUSE TRAN CODE -[52] CHARGE ORDER ENTERED - [08/19/2010] RUSH -[01] RUSH- REMAKE MFG REC- [08/19/2010] CLERK - [DENNIS BRUNELLE ] LEADTME-[3 WEEKS ] REF NO -[16- 2858722] 0010 =MISC -FIELD SERVICE DA MFG 04 DAYS CUST SERV REMAKE 0001 WHITE WID =[ 33 1/2 ] HGT =[ 53 ] VIDHSPEC TOP SASH CODED SIZE GLS =[ 27 11/161 [ 24 3/161 GLASS = LE ARG TMP GRID INFO: MODEL:IN -GLASS TYPE - CONTOUR GRID STYLE - COLONIAL SETUP:02V 01H REASON REMADE - SALES POLICY PO NUMBER FOR FIRST GLASS = 00130983 # OF LABELS: 0001 Double Lock, PO NBR= 00130983 0020 = MISC -FIELD SERVICE DA MFG 04 DAYS CUST SERV REMAKE 0001 WHITE WID =[ 33 1/2 ] HGT =[ 53 ] VIDHSPEC BOTTOM SASH CODED SIZE GLS =[ 28 11 116] [ 24 3/16] GLASS = LE ARG TMP REASON REMADE - SALES POLICY PO NUMBER FOR FIRST GLASS= 00130983 # OF LABELS: 0001 Double Lock, PO NBR= 00130983 MORE DETAIL ON NEXT SCREEN tracking F4 =Quit F9 =NEXT Terminal pts /308 09/08/10 11:05:22 PC6IQRORIQ -0136 PRODUCTION CONTROL ORDER INQUIRY MODE - INQ CRT0922 CUSTOMER # - [0001 - 00051944 -000] MFG ORDER - [0016- 02876094 -00] OUST NAME - [BAYSTATE EXTERIOR RESTORATION ] ACK ORDER = [0021- 02477725 -00] JOB NAME -[MAY ALDEN ] CASH SALE -[ ] - [ ] SHIP PHONE -[413- 549 -6824] MFG PO STAT[NONE ] AREA - [0016] SPRINGFIELD WAREHOUSE TRAN CODE -[52) CHARGE ORDER ENTERED- [08/19/2010] RUSH -[011 RUSH- REMAKE MFG REC- [08/19/2010] CLERK - [DENNIS BRUNELLE ] LEADTME -[1 DAY ] REF NO -[16- 2858722] 0010 =MISC -FIELD SERVICE DA MFG 04 DAYS CUST SERV REMAKE 0010 WHITE WID= [ 33 1/2 ] HGT= [ 57 ) VIDHSPEC TOP SASH CODED SIZE GLS =[ 27 11/161 [ 26 3/16) GLASS = LOWE ARGON GRID INFO: MODEL :IN -GLASS TYPE- CONTOUR. GRID STYLE - COLONIAL SETUP:02V 01H REASON REMADE - SALES POLICY # OF LABELS: 0010 Double Lock, 0020 = MISC -FIELD SERVICE DA MFG 04 DAYS CUST SERV REMAKE 0010 WHITE WID= [ 33 1/2 ) HGT= [ 57 ] VIDHSPEC BOTTOM SASH CODED SIZE GLS =[ 28 11 /161 [ 26 3/161 GLASS = LOWE ARGON REASON REMADE - SALES POLICY # OF LABELS: 0010 Double Lock, MORE DETAIL ON NEXT SCREEN F3= Tracking F4 =Quit F9 =NEXT erminal pts /387 09/08/10 10:48:26 !C6IQRORIQ -0136 PRODUCTION CONTROL ORDER INQUIRY MODE - INQ CRT0360 'USTOMER # - [0001- 00051944 -000] MFG ORDER - [0016- 02876084 -00] 'UST NAME - [BAYSTATE EXTERIOR RESTORATION ] ACK ORDER - [0021 - 02477708 -00] 'OB NAME -[may alden ] CASH SALE -[ ] - [ ] ;HIP PHONE -[413- 549 -6824] MFG PO STAT[RECEIVED ] ,REA - [0016] SPRINGFIELD WAREHOUSE TRAN CODE -[52] CHARGE ORDER '-TIERED- [08/19/2010] RUSH -[011 RUSH - REMAKE .FG REC- [08/19/2010] CLERK - [DENNIS BRUNELLE ] :EAD TME- [3 WEEKS ] REF NO -[16-28587221 '010_ :S —FIELD SERVICE DA MFG 04 DAYS CUST SERV REMAKE WHITE WID= [ 33 1/2 ] HGT= [ 53 ] VIDHSPEC TOP SASH? CODED SIZE GLS= [ 27 11116] [ 24 3/161 GLASS = LE ARG TMP GRID INFO: MODEL:IN -GLASS TYPE- CONTOUR GRID STYLE - COLONIAL SETUP:02V 01H REASON REMADE - SALES POLICY PO NUMBER FOR FIRST GLASS = 00130983 # OF LABELS: 0001 Double Lock, PO NBR= 00130983 320 MISC -FIELD SERVICE DA MFG 04 DAYS CUST SERV REMAKE 0fl� WHITE ; WID= [ 33 1/2 ] HGT= [ 53 ] VIDHSPEC BOOM�SH:' CODED SIZE GLS =[ 28 11 /161 [ 24 3/16] GLASS = LE ARG TMP REASON REMADE - SALES POLICY PO NUMBER FOR FIRST GLASS= 00130983 ## OF LABELS: 0001 Double Lock, PO NBR =00130983 MORE DETAIL ON.NEXT SCREEN F3= Tracking F4 =Quit F9 =NEXT fi �1 � r l File # MP- 2010 -0087 APPLICANT /CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St (413) 586 -8287 PROPERTY „ w 03 1'0 01 O 1 SP THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ONING FO ILLED OUT A jz^ ENCLOSED REQUIRED DATE T Ao Building Permit Filled out Fee Paid Typeof Construction: ZPA - ADDITION & SHED New Construction Non Structural interior renovations Addition to Existing AccessoEy Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN ATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate Project: Site Plan AND /OR Special Permit with Site Plan Major Project: Site Plan AND /OR Special Permit with Site Plan 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 �-�- / 61 Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning & Development for more information. JUN L File No. int all information and return this form to the Buildin Inspector's Office with the $15filingfee (check or money order) payable to the City ofNorthampton 1. Name ofApplicant: (4-1 3-) 6 f3 � Address:- Telephone: 3. Owner of Property: Address:- 2A l ove —Telephone: ]' Status of Applicant: Owner Contract Purchaser Lessee Other (exptain i 4. Job Location: 'S t e K /21 �_I 11 Z DIN MOP ~' Existing Use-of ~~~^`"'""Property: vv — 7 Attached Plans: Sketch Plan Site Plan _�_ Engineered /Surveyed Plans O. Has a Special Permit/ Variance/ Finding ever been issued for/on the site? ND DON'T KNOW *^ YES |F YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO_ DONT KNOW YES IF YES: enter Book Page and/or Document# '^' Y.Does the site contain a bn»uk body o[ water orwetlands? NO _�� DON7 KNOW ________ YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs tobe obtained Obtained date issued: (Form Continues On Other Side) vvADocumvouanmmxxmgimu\ouomng-mopectomcmuing-pvnn/t-Appxcation-pmoi,v. doe 8/4o00* 10. Do any signs exist on the property? YES NO IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) ove acre or is it part of a common plan of development that will disturb over 1 acre? YES NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION 4 ,00 51, 14 une ovcrcd deck 1� l J S a well lies1'clr, This column reserved I, r�CGS S �'o !��✓�`' ro d rc, try e •}' > l 1 Z3 �� ..for use by the Building Department r1 Wit es" -EXISTING PROPOSED REQUIRED BY ZONING Lot Size Frontage 1 100 loo Setbacks Front Z R 24.9 Side L: R: I L: R: 11 � L: R: Rear 5 I Building Height 70 Building Square Footage % Open Space: (lot area minus building ft paved p arkin g # of Parking Spaces 3 3 # of Loading Docks NIA aal�t Fill: � /A N �� (volume Et location) 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: (o) 1 1 t Applicant's Signature �v " NOTE: Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Historic and Architectural Boards, Department of Public Works and other applicable permit granting authorities. W: \Documents \FORMS\ original\ Building- Inspector\Zoning- Permit- Application - passive.doc 8/4/2004 eCode360 - Page I of 1 A. The minimum lot size for any use in the Water Supply Protection District shall be 80,000 square feet and for the Water Supply Protection District II shall be 80,000; in WSP II this may reduced to 43,560 square feet (one acre) with a restrictive covenant prohibiting the use of inorganic lawn chemicals, pesticides and herbicides. B. The maximum coverage of impervious surface (building, driveways, etc.) shall be 15% of any lot, unless a system for artificial recharge of precipitation that will not result in 1 groundwater pollution is provided and granted a special permit under § 350 -15.7 of ¢� T these regulations. Notwithstanding anything in this chapter, however, the Building Commissioner may allow the following without a speci permit: _ ncovere ec s w en rainwater can drip between deck boards and fall to the ground and there adequately sized dry well, such that the area of the roof is no impervious cover below the deck; and/or (2) Up to a total of 30 % impervious cover when roof drainage is captured by gutters and drained into an , Z recharging into the groundwater. is equal to or greater than the area of impervious surface in excess of 15 %. C. No site alterations, structure, or impervious surface, except for municipal uses, shall be placed within 200 feet of any watercourse, including streams which do not flow throughout the year (i.e., which are intermittent), but excluding streams which are up- gradient of all bogs, swamps, wet meadows, and marshes, where said watercourse is a tributary to a public water system, unless a special permit is granted under this chapter. http:// www.ecode360.conV ?custId= NO2226 6/1/2010